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HomeMy WebLinkAbout429212 GLH CONSTRUCTION - CONTRACT - BID - 6115 RESOURCE RECOVERY FARM OUTLET PIPECollins Financial Services Purchasing Division 215 N Mason St 2 " Floor PO Box 580 Fort Collins CO 80522 970 221 6775 970 221 6707 /cgov com/purchasing SPECIFICATIONS WAR CONTRACT DOCUMENTS FOR RESOURCE RECOVERY FARM OUTLET PIPE BID NO 6115 PURCHASING DIVISION 215 NORTH MASON STREET, 2ND FLOOR, FORT COLLINS October 14, 2008 - 3 00 P M (OUR CLOCK) SECTION 00100 INSTRUCTIONS TO BIDDERS responsibility set (onh in this paragraph 9.13 shall also apply to ENGINEER's Consultants Resident Proleut Representative and assistants. ARTICLE 10—CILINGES IN THE NVORK 10.1. Without invalidating the Aucmmt and without notice to any sundry_ OWNER may, at any time or fnm time to limn, order additions, deletioss or revisions in the Work Such additions, deletions or revisions will he authorized by a Written Amendment, a Change Order, or a Work Change Directive, Upon receipt of art. such document. CONTRACTOR shall promptly proceed with the Work involved which will Iry performed under the applicable conditions of the Contract Documents (except as mhCoMlse specifically provided). IO?. If OWNER and CONTRACTOR arc unable to agree as to the extent, if any. of an adjustment in the Contract Price ur on adjustment of the Contract Times that should be allowed as a result of a Work Change Directive, a claim may he made therefor as provided in Article I I or Article IZ. 10.3. CONTRACTOR shall not Inc entitled to an increase in the Conimut Rica or an exTen son of the Contract Times with reTtect to any Walk perliamed that is not required by the Conran Documents as amended modified and supplemented as provided mparagm4tfts 3.i cant 3 fi, txcept in the case Of an emergenCy as provided in Paragraph 6.23 or in the Bare of Uncovering Work as provided in paragraph 13.9. 10.4. OWNER and CONTRACTOR shall cyecuu, aPpmpnate Change Orders rccommrnded by j N(;INI±ER (or Written :lmcrdn e r s) mveriog 10.4.1changes in the Work which are ion boNered puhmm l to paragraph I O.1, (it) required because of of acceptance Of d2*rrve Work totter paragraph 13.13 Or corrcctvhg c✓zfecrivz Work under paragraph 13 14, ur (ui) agreed to by the parties. 14r4.2 changes in the Crone, Prig or Contract Times which are agreal to by the purtim and 10.43 changes in the Connect price or Contract rims which embody the sohmanx of am written decision rendered by ENGINEER puncuant to paragraph 9.11 Provided that, in lieu of executing any such Change Order, an appeal may be taken Goon -env such okojson in accodance with the Provistam Of the Contract Documents and applicable Laws and Regulations, but during any such appeal, CONTR.A('TOR shag sorry on the Work and adhere no the progress schedule as provided in paragraph 6.24. 105. If notice of any change afteaim the amcml scope Of the Wort; or the provision, Of the Conmot Documents FJC[k' ntvr�nzu. ro*mtnorrs t v tors t t ysn r.t,wo w� QTY Ca FORT Cti�t11NS MODIFI CaTIO?\S iREy J Zo�xti (including, but nut limited to. Contract Fria or Contract Times) is required by the provisions of any Mond to he given to a surety, the giving of any such raxice will he CONTRACTOR's respansibdity, and the amount of each applicable Bond will be ndjusmd accordingly. ARTICLE It —CHANGE OF COTYMILCT PRICE 111 The Contract Pace mnsaittnes the total cumP tecUlOn subject to authorized adjustments) payable to CONTRACTOR for performing the Work M duties responsibilitiesand obligations assigned to or unhnaken by C'ONT RACTOR shall be at CO\ TR4CTOR's expense without change in the Comma Rice. 1 I.?. The Coutme, Rice may only be changed by a Change Order cr by a Written Amendment. Any claim fen an adjustment in the comma Rice shall he hosed on written notice delivered by the pang making tlai he cm Rt the other party. and to ENGINhY_R promptly (but in no ,New lot" than thirty days) after the start of the Occurrence or event giving nse to the claim and stating the general nature of the clan, Notice of the nmoum of the claim with snpPmting data shall be delivered within sixty days after the atop of such occurrence or event (unless ENGINEER allows additional time for charms to submit u UtHumi or more accurate data in support of tM clamp) and shell be accompanied by claimant's corium statement that the adjustment claimed ravers all known amounts to which the claimant is emitted as a result of said occurrence or cvcnt All claims for adjustment in the Conmaa Price shall be determined by RNGINEER in accordance with paragraph u I I if OWNER and CONTRACTOR cannot otherwise agree on the mnwni involved. No claim for an adjustment in the Contact Price will be valid if notsubmitted m accordance with this paragraph 11.- 11 3. Tice value of any Work covered by a Change Order or Of any claim lit an adjumnent in the Contract Nita will he determined as follows 11.3.1 where the Work involved is covered by unit pnUxs contained in the Contract Dacumcnls by application of such unit prices to the quantities of the. items involved (subject to the provisions of 23 paragraphs 11.9.1 through 11.9.3. inclusive), 11.3._, where Ilse Work involved is not covered by unit prices contained in the Contract Documents. by a mutually agreed payment basm including lump sum (which may include an allowance [or overhead and profit not necessanly in accordance with paragraph I I.fl1j; 11.3.3whare the Work involved is not covered by unit prices contained in the Contract Documents and agreement to a lump sum is not reached under Paragraph 11. 2, on the basis of the Cost of the Work - (determined as provided in paragraphs 11.4 and 11.5) plus a C ONTRACTOt's fee for overhead and profit (determined as provided in paragraph 11.6) Cast ofAe Wwk. 114. The tens Cost of the Work means the sun of all costs necessarily incurred and paid by CONTRACTOR in the proper perfcamance of the Work Except as otherwise may be agreed to in writing by OWNER. such acts shall be in smounu no higher than those prevailing in the locality of the Project shall include only the following items and shall not include any of the rota itemized in Paragraph I I.S: 11.41 Payroll costs for employees in the direct employ of CONTRACTOR in the performance of the Work under schedules of job classifications agreed upon, by OWNER and CONTRACTOR. Such employees shall include without limitation superintenierim foremen and other personnel employed full -tune at the site. P*Toll cants for employees not employed to[l-tmhe on the Work shall tc apportioned on the basis of their time spent on the Work, Payroll Boss shall umegrde buta be limited to; salaries and wages plus the cost of Binge benefits which shall include social maturity contrihutions unemployment, excise and payroll taxes, workers' compensation health and reinerment benefiM bonuses, applicable thereto. The expenses of performing Week alter regular worLurn hewn, on Saturday, Sunday or legal holidays, shall be included in the above to the extent authorized by OWNER. 11.4.2, Cost of all materials and equipment furnished and incorporated in the Work. including costs of transportation and storage thereof, and Suppliers' field services required in connection therewith All cash discounts shall accrue to CONTRACTOR unless OWNER deposits funds with CONTRACTOR with which to make payments, in which case the cash discounts shall accrue to OWNER All trade. discounts, rebates and refunds and returns from sale of surplus materials and equipment shall accrue to OWNER and CONTRACTOR shot] make pnrvianns so that they may be obtained. 11.4.3payments made by CONLRAC'fOR to the Subcontractors for Work performed or furnished by Subcontractces. If required by O\INER FJCDCoF.�a$:V. CONT -n OMS 1910$ 11990F.%itimn 24 aih771'C.FfOaT COLLINS MODOCAnONS(RIN4POW) CONTRACTOR shall obtain competitive bids from Subcontractors acceptable to OWNER and CONTRACT -OR and shall deliver such bids to OWNER who will then determine, with the advice of ENGINEER which bids, it am', will be accepted. If any subcontract provides Unit the Subcontractor is to be Paul on the basis of Cost of the Week plus a fee, the Subcontractor's Cost of the Work and fee shall be detemmed in the same manner as CONTRACTOTs Cost of the Work and fee as provided in pamgapha I L4. 115, 11.6 and 11.7, All subcontracts shall be subject to the utha pro%isions of the Contract Documents insofar as applicable. 11.4.4. Costs of special consuhants (including but not limited to cnpintcers. arciurcam testing laboratorics• surveyors, attorneys and accountants) employed for scn•ices specifically related to the Work 11 4 5 Supplemental costs including the fallowing: 11.4.5.1. The proportion of necessary transportation, travel and subsistence expenses of CON'1'RACI'OR's employees incurred in discharge of duties connected with the Work-. 114.5,2. Cost, mclucfing transportation and mainlemnce, of all matamis, supplies. cyuipuncnt machinery, appliances, obis, and temporary facilities at die site and (rand tools not owned by the workers, which me consorted in the performance of the Work, and cost Ins market value of such items used but not consumed which remain the propenyof CONTRACTOR. I IA5.3. Rentals of all construction equipment and machinery and the pans thereof whether rented from CONTRACTOR six others in accordance with rental agreements approved by OWNER with the advice of ENGINEER and the costs of transportation loading, unloading. raallatitim dismantling and removal thereof —all in accordance with terms of said rental agreements. The rental of any such equipment. machinery or parts shall cease when t}c use thereof is no tongs nee mery for the Work 114.5.4. Saks, cORSWner, aw or similar taxes related to the Work, and nor which C01,41"RACTOR is liable, imposed by Laws and Regulations 114.5.5, Deposits lost for causes other than negligence of CONTRACTOR any Subcontractor or anvone directly or indirectly employed by emy of them or for whose acts any of them may be liable, and royalty payments and fees for permits and licenses 11456. I.esscs and damages (and related expenses) cmusW by damage to the Work. net compensated by insurance or otherwise, sustained by CON7RAC7TOR in connection with the performance andfumishing of the Work (except losses and damages within the decl,161, amounts Of property insurance established by OWNER in accordance with paragraph 5-9), provided they have resulted from causes other than the aeligerse of CONTRACTOR, any SLbcontmct or anyone direct) or indirectly employed by any of them Or for whose acts any of them may Ix liable. Such losses shall include setdemems made with the written conw:m and approval of OWNTER No such losses damages and expenses shall be included in the Cost of the Weak for the purprec of determming CONTRACTOR's I=. lL however, any such lass Or damage requites reconstruction and CONTRACTOR is placed in charge therm[ CONTRACTOR sball Ie paid fa services a fee Proportionate to that sated in paragraph 11.6.2. 11.4 i.7 The cost of utilities, fuel and s ndary lieilitics at the site. 11.4.5.8. Mina mtpenses such us telegrams. long distance telephone ads, telephone service at the site, expressage and similar petty cash items in connection with the work. 11A5.9. Con of prcrmums for additional Honds and insurance required because of changes in the Work. 11.5 The tens Cos[ Of the Work shall not include any of the following_ 11.5.1. Payroll costs and Other compensation of CON'1'RACTOR's officers. executives. princTALs (ol' Partnership and sole proprietorships). general managers. engineers, architects, estimators, at4,meys, auditors accountants, Purchasing and contracting agents. expediters, timekeepers clerks and other personnel emptoymd by CONTRACTOR whether at the site or in CONTRACTOR's principal or a branch oU-,ce for general ado oustrmion of the Work and act specifically mchtdcd in the Agreed upon schedule of job classiGeatiims referred to in paragraph 1 14.1 or specifically covered by paragraph 11.4.4—all of which are to be c nsidened tolnU Anitive costs covered by the CONTRACTOR's Tee. 11.-52 Expenses Of COIN FRAM OR's principal am1 branch offices other than CON7 RACTOR's ottict at the site I t.5.3, Any fart of CONTRACTOR', capital exp ins, mcluduig interest an CONTRACTOR'S capital employed for the Work and charges against CONTRACTOR for delinquent payments. 11.5.4. ('cot of fx 'Urvs fir all f3orxk and for all Imunance whether or nor CONTRACTOR is required by the Contract LXcummu; to purchase and maintain the same (except for the can of premiums covered by subparagraph 11.4 5.9 al»vd- �oFN al. MN Jno&N 191Ox(j"o Ednmi w•CITYOFF?RT COLLINS MODtiTCAT1ONSIREV4' 01M 11.5.5. Costs due to the negligence of C70NTR4CI'OR.. Any Subcontractor, or anvone directly Or indirectly employed by any of them nr for whose aces any of them may be liable, including but net limited to, the correction of dfeeln, &rlc disposal of malerials or equipment irungly supplied and making good any damage to property. 11,S6 Other overhead a geneml expense "M of am kind and the costs of arty item not specifically and expressly included in paragraph 11.4. 11.6. The CONTRACTOR's fee allowed to CONTRACTOR for "ahead and profit stall be determined as follows: I L6.1. a mutually acceptable fixed fee. or 11.6.2. if a [brad fee is net agreed upon, then a fee based on the follow percentages percentages tit the various portions of the Cost of the Work 11.6.2.1. for UMS incurred under paragraphs HAl and 11.4.2. the CONTRACfOR's fee shall be fifteen percent: 11612 for cans incurred under paragraph 1 IA.3, the CONTRACTOR', fee slmll he five percent: 11.62.3. where one a' more tiers of subcontracts are on the basis of Cost of the Work Plus a fee and no fixed fee is agreed upon- the talent of paragraphs I1 4.1, 11.4'2, 11 4,3 and I1.6.'_ is that the Subcontractor who actually performs or fumishes the Work. at whatever t1ei- will be paid a fee of fftun percent of the costs invited by such Subcontractor under pameraphs II-J.l anti 114.2 and That any higher tier Subcontractor and ('ONTRA('TOR will each be Paid a feeoffive perOmt-of the amount pad to (he neia lower of SubeOnrtraelor; to he negotiated in goof filth wjth.the QIAWM but not to_e<rz - five percent of the amann[pmd to the next lower it 9 bccntryga. - I1.624. no fee shall be paya and 11.5; ble on the basis oot f cogs itemOual under paragraphs I1.4, 4. ] IAS 11.6.25. tllc amount of credit to b: allowed by CONTRACTOR to OWNER for any change which results in a net decrease in cost will be the amount Of the actual net decrease in cost plus a deduction in CONTRACTOR's tee LA an amotmt equal to five percent of such net decrease; and 116.16. when both additions and crcdiu are involver) in any one change, din adjunmcnt in CONTRACTORS fee shall be computed m the basis of the net change in accordance with pamgmphs 11_6.2.1 through 11.6,2.5, inclusive. 11 7. Whenever the cost of am work is to he 2S determined pursuant to paragraphs 11.4 and I I.S, CONTRACTOR will establish and maintain records thereof m accordance with generally accepted accounting practices and submit in form acceptable to ENGINEER an itemized uwt breakdown together with supporting data. Cash .411"wncea 118 It is undemood that CONTRACTOR has included in the Contract Price all allmim cs so named in the Contract Documents and shall cruse the Work so covered to be furnished and performed for such sums as may be acceptahle to OWNER and F,NGINEER. CONTRACTOR agrees that: 11.8.1 the allowances include the cost to CON "I'RAMOR (less any applicable trade dISCOUTIS) of materials mad eeqquipmera required lw the allowances to be dehvemd atthe site, and all app4cuble uxcs. and 11-3..^,. CONTRACTOR's costs for unloading and handlcm the site, latex, installation cost, overhead, profit and other expcnus contemplated for the allowances have been included in the Contract Price and not in the allowances and no denosnd fer ulditional payment on account of any of the foregoing will It valid. Prior to trial payment, an appropriate Change Order will be issued as nxommertdad by ENGINEER to reflect actual amounts due C'ONTRAC'TOR on account of Work covered by allowances, and the Contract Price shall be correspondingly adjusted, 11.9. Cinif Price Work: 11.9.1. Where the Contract Documents provide that all or pan of the Work is to be Unit price Work, initiallv the Contract Rice will be deemed to include for all Lou price Work an amount equal to the sum of the established unit prices for each separately identitied item of Unit Rice Wink times the estimated quantity of each item as indicated in the ;Agreement. The cstmated quantities of items of Unit Price Work are not guaranteed and are solely for the purpose of comlansonof Bids and determining an milial Contract Price. Determinations of the aerial quantities and clamir"umrs of Unit Price Work perform by CONTRACTOR will be made by 6NUINERR in accordance with paragraph 9.1 u. 11.9.1. Each unit price will he deemed to include an amount considered by CONTRACTOR to be adequate to cover CONTRACTOR'S overhead and profit for each separately identified iron. 11.9.3.0W'NTR or CONTRACTOR may male a claim for an adjustment in the Contract Price in amordance wah Article I I of 11 9 3.1, the quarauy of any item of Unit fries Work performed t) CONTRACTOR differs matenally and significantly front the estimated quantity of such item indicated in the Agreemew R1CDCGF .KALCCM1AT10P I910-81199a E11rnr11 26 wrp TY CF FORT COLUM MODIFICATIONS (REV SCaan and 1 [.93::, there is an corresponding; adjusunent with respect to env other item of Workand 11933 of CONTRACTOR believes that CONTRACTOR Is entitled to an increase in C mi met Rice us a result of having incurred additional expense or OWNTSR believes that OANNTR is entitled to a decrease in Contract Price and the parties are unable to agree as to the amount of any such increase o decrease. I1 9 3 4 CONTRACTOR acknowlcdees thut the OWNER has the riaht io add ar delete mansin the _Bid or at_OR'INk S rote dismLuop without affedang_the- Contra of Price of m any reairumg heir m IPfj&-as the _deleliup. w addition does not exceed twenty -have Vgcent of the original t9t.A1 COtIIgCl Pficz. ARTICLE 12—CHANGE OF CONTR\CT TIMES 12.1. The Contract frmv4 (or Milestones) may only he changed by a Change Order of a Written .Amerdmem. ;Am' claim for an adjustment of the Contract Times (or )0lestonc%) .hill be based on written notice delivered by the patty making the than to the outer Party and to ENGINEER promptly (but in no event later than 1111M day%) after the oaurnwo: of the event giving rise to the claim and stating the general nature of the claim. Notice of the enrnl of the claim with supporting data shall be delivered within soar, days after such occurrence (unless ENGENTER allows additional time to ascertain more accumic data in support of the claim) and shall he accompanied by the claimant's written statement that the adjusment claimed a the entire adjustment to which the clai ins has reason to believe it is emitted as a result of the occurrence of said even. All claims for adjustment in the Contract Times (or Milestones) shall he determined by ENGINEER in accordance with pamgraph9.11 if OWNER and CONTRACTOR cannot otherwise agree. No claim fix an adjustment in the Contract Times (or Milestono) will be valid if net submitted in accordance with the requirements of this paragraph 12.1. I'_ '_ All time limits stated in the Contract 0a waamm are of the ecsmce of this Agreement. 12.3. Where CONTRACTOR a prevented from oempletmg any Fart of the Work within the Contract Tunes (or Milestones) due to delay beyond the control of CONTRACTOR, the Contract Iimes (or Milestones) will be es.omded in an amount equal to time lost due to such delay if a claim is made therefor as provided in paragraph 12.1 Delays heyand the control of CONTRACTOR shall include, but out be limited to, acts m wglca by OW'NI-,R, acts or neglect of utility rnv M rx other contractors performing otter work as contemplated by Article 7. fires, floats. epidan im abnormal wemher coalitions or acts of Gat. Delays attributable to and within the control of a Subcontractor or Supplier shall be deemed to he delays within the central of CON'1'RACI'OR. 124 Where CONTRACTOR is prevented from completing anypan of the Work widen the Contract Times (air kulestones) due to delay beyond the control of both OWNER and CONTRACTOR, an estension of the Contract 'limes (or Milestones) in an amount equal to the time tact due to such delay shall be CONTRACTOR, .rile and exclusive remedy for such delay. In no event shall OWNER be Gable to CONTRACTOR any Subcontractor. any Supplier, any Other persrm or urganiadion , to any surety far or employee or agent of am of them, for damages ansug out of or resulting from (i) delays Mused by cr within the control of the CONTRACTOR. or (u) delays beyond the control of both parties including, but not limited to, fires, floods, epidemics, abnormal weather conditions, acts of God or acts or neglect by utility owners err other contractors performing other wok as contemplated by Article 7. ARTICLE 13—TFS7S AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DF.17--XV11_' WORK 13.1. Naive ofDefeers: Prompt notice ofall r35(ecliva Natal of which OWNER or ENGINEER have actual knowledge wil be given Ion CONTRACTOR All de(ectriv 1V'ork may he rejected. corrected or accepted os provided in tlus Article 13. Acemer to Work: 13_2. (AVNhR. HNGIN'EFR F.NGINEER's Consulumm other representatives and personnel of fJNNER independent resting laboratories and gnvemmental agencies with jurisdictmhal interests will have access to the Work at reasonable -lima fen their observation mspectung aril testing CONTRACTOR shall Provide them proper and safe conditions for such access and advise them of CONTRACTOR', site safety procedures and programs so that they may comply tdherewith as applicable. Testsund(nspecdons. 131 CONTRACTOR ,hall give E%'MNF.HR timely notice of rcadmess of the "'ark for all required inspections, tests m approvals, and shall cooperate with inspection mid testing personnel to faclitaw required inpcetions or tests. 13 a. OWNER shall employ and pay for the WNiccs of an independent testing laboratory to perform all inspections, tests, or approvals required by the Contract Doaunents except. 13.4.1, for inspections, tests ar approvals covered by patagnph 13.5 helow; 13.4.2 that costs insured in connection with tests or iosP ecuons conducted pursuant to pomemph 13 9 rx�oa-ocwaR.st. coNotnonc i s noA ii ssa e,stimt w� (TTy OF FORT Csi W tvS MMiFlCA'RO\5 mRll' J'l0!nIi below shall be paid as provided in said paragraph 13.9; and 13A 3. as O hcrwisc specificallyprovided in the Contract Documents. 135 If Laasor Regulations of any public bodv having iurisdicuon require any Work for pan thereol) specifically to be inspected, tested m approved by an employee or other representative of such public body. CONTRACTOR shall assume full responsibility for anangmg and obtaining such inspectiOns, tests or approvals pay all oasis in omnectm thanvait and furnish ENGINFh'R the required catfiMtes of mspeetio, a approval. CO,N'I"R.ACfOR shall also be responsible for arranging and obtaining and shall pay an costs in connection with any inspections, rests or approvals required for OWNER', and CVGINEER's acceptance of materials or equipment to be imalpmxted in the Work, or of materials, mex designs. Of eqquuipment submitted far approval prior to CONTRACTOR's purchase thereof for mcmrpwrenion in the Work 13.6. if any Work (or the work of Others) that is to be inspected, tested or approved is covered by CONI"RAMOK without written emcurrence of FNGLN'F,'ER. it must. if requested h) F.NGINFF.'R. he uncoveted for observation 13 7 1Inaweriry Work as provided in paragraph 13 6 shall be at CON "I"RACTOR's "jvogc On]= CONTRACTOR has uven ENGINEER timely notice of CONTRACTOR's intention to cover the same aril ENGINEER has not acted with reasonable projila s in response to such notice. Uncin,aing Ib'ork: 13.5. If any Work is cowered contrary to the written request of ENGfNISF.R, it MLL9L if requested by ENUNEER, be uncovered fix EIVGINTEER's observation and replaced at CONTRACTOR's expense. 119 ITENGLNEER considers it usce, y or advisable that covered Work be observed by FTIGiNL•LR it inspected m tested by utters, CONTRACTOR at ENE GINEER's request. shall uncover, expose or othermse make available tot observation, inspection or tasting as F,NGINEW? may. require, that portion of the Work in question furnishing all necessary labor, material and equipment. If it is found that such Work is defective, CONTRACTOR shall pay, an claims, rusts, losses aril damages caused by, arising out of or resulting from such uncovering, espcwrrr 01! rMtim, inspection and teatime and of satisfactory replacement ar reconstrhhctint. (including but not Limited to all costs of repair or replacement of work of Others), and OWNER shall be entitled to an appropriate decrease in the Contract Price. and, if the panties are unable to agree as to the amount tnerWE may make a claim therefor as provided in Article 11. If, however, such Work is not found to he kJecrive, CONTRACI"OR shall be allowed an increase in the Contract Price or an c%u sion of the Contract 'I'imm (or kliksmites), or loth, dvectly attributable to such '7 tawc,yering exposure, observation inspection testing, replacement and reconstructmn, and if the parties are unable to agree as to the amount or extent thereof, ('ONTRACI'OR may make a claim therefor as provided in Articles I I anal 12, OWNER 3layStop the Work: 1311) If the Work is defective, or CONTRACTOR fails to supply sufficient skilled workers or suitable materials or equipment, or fails w furnish or perform the Rork in such a way that the completed Work will conform to the Contrail Documents. OWNbR may order CONTRACTOR to stop the Work, Or any potion thereof until the cause t'ur such order has been eliminated; however, this right of OWNER to step the Wok shall not give rise, to any duty on the part of OWNER to exercise this right for the henelit of CONTRACTOR or any surety or other party Correction or Remora! ufDefective [Work: 13.11. If required by ENGCTELR, CONTRACTOR "If promptly, as directed either correct all defective Work. whether or act fabricated installed or completed, or, if the WOdc has heen rejected by ENGINEER. remove it from the site and replace it with Work that is nut defctive CONT'RACT'OR shall pay all claims, casts Imes and damag ; caused by Or resulting facts such correction or removal (including but not limited to all costs of repair or replacement of work of others), 13.12. Correction Period. 13. 111 If within One year two vets after the date of Substantial Completion Or such longer period of time us may, he prescribed by I.mvs or Regulations or by the terns of any applicable special gum mice required by the r;Ontraa Daeamarla Or FA' me specific provision of the Contract Documents. any Work is fowl to be dfectme, (:ONTR,O ACrOR :hall promptly, without cos to OWNER and In accordance with WN'ER's written Instnwtions, (i) correct such defecave \A`rak or, i(it has been rejected by OAVNER remove it from the site and replace it with Work that L not defective, and (ii) muslactaily corect or remove and replace any damage to other Work or Lie work of others resulting therefrom. If CONTRACTOR does not promptly comply Wish the tams of such instructions, or in an emergenuv where delay would cause serious risk of lees m damage. OWNER may have the defective Work corrected or the rejected Work removed and replaced, mid all claims costs, losses and damages caused M' or resulting from such removal and replacement (including bar nor limited fo all costs of repair or replacement of work: of others) will be paid by CONTRACTOR 13.1?.2 In special circumstanrxs where a particular ire, of equipment is placed in continuous service before Substantial Completion of all the Work, the cwtrc,GM period for that item may start to run from an earlier date if an _provided in the Specifications or by iltrittcn Amendment 13,123. Where defective Work (and damage to Other FXDC OFWAAI. CONft T10Na 19104 0"G E3aaa —'8 w PITY OF FORT C'OLUNS MGDOCATIGNS(REV 410001 Work resulting therefrom) has been corrected. removed or replaced under this paragraph 1.1 12, the correction per: id hereunder with respect to sudi W'Ork Will he extended for an additional period of one-year two year after such correction or removal and replacement bar; been satisfactorily camrpleted. acceptance of Defective Wad:: U 13. If. instead of requiring correction or removal and replacement of defective Work, OWNER (arid prior to ENGLN&ER's recommendation of final payment also ENGINEER) prefers to accept it, OWNER may do ", CONTRACTOR shall pay all claims, costs, losses aril damages attributable to OWNEiR's evaluation of and determination to accept such defective Wok (such costs to be approved by ENOINbbR as to rcasorableness). If am such acceptance seems prig to ENGfNEER's recommendation of fugal payment, a Change Order will be. issued incorporating the necessary revisions in the Contract Documents with respect to the Work: and OWNER shall be entitled to an appropriate decrease in the Contract Price, anal. if the parties are tumble to agree as to the amount thereof, OWNER may make a claim therefor as provided in Article II If the acceptance occurs after such recommendation an ap�fropriate amount will be paid by CONTRACTOR to O\VNER. 0117 ER dlay Correct Defective lVork: 1.3.14. If CON"I'RACfOR fails within a reasonable lime after written notice from ENGINE -ER to correct defective Week or to remove and replace rejected Weak as required by ENGTNEER in accordance with paragraph 13A I, or it CONTRACTOR fails to Perform the Work in accordance with the Commct Documents, or it CON-1 T RACOR tails to comply with any uglier provision of the Contract t)onimema, OWNER may after seven days written nice to CONTRACTOR cora:t and remedy amsuch 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 Gan all or part of die site, take Possession of all Or Fart of the Wok. and suspend CONTRtACTOR's services related thereto, take possession of CONTRACTOR'S tool& appliances, consniction equipment and machiney at the site and incorporate in the Work all materials and equipment stored at the sic or for which OWNER has paid CONTRACTOR hurt which are stored elsewhere C()WRAC.rOR shall allow OWNER, OW'NFR's representatives agents mid employees. OWNMZ% other contractors. and FTIGINF.F.R and FNOTNEF.R's Consultants access to the site to enable OWNER to exercise the rights and remedies under this paragraph .NI claims, acts, losses and damages incurred or sustained Fv OWNER GR in exorcising such rights and remedies will be charged against CONTRACTOR and a Change Order will be ivued incorporating the necessary revisions in the Contract Docomems with respect to the Work. and nkVNVR shall le entitledto an appropriate decrease in the Contract Price, and. itthe parties am unable to agra: as to die amount thereof, OWNER may make a claim therefor as provided in :Article I Such claims, costs, losses and damages will include but not be limited to all costs of repair or replacement of work of others destroyed IT damaged by correction, removal or replacement of CONTRACPOR's dafacdiv Work. CO.NTRA(7fOR shall not be allowed an extension of the Contract Times (or Milestones) because of any delay in performance of the Work attributable to the exercise by Ow'INTR of OWivTR's rights and remedies hereunder. ARTICLE 14--PA1TiENTS TO CO!NTRICTOR A1SD COMPLETION Schedule of 141rres.- 14.1 The schedule of values established as provided in Mail 2,9 will sent as the basis for progress payments and wdl be incurNnited into a toms of Application, for fimmtcm a ceptablc to ENGINEER Progress payments on Hearin, of Unit Price Wink will be based on the number of units completed. .application for Progreso pavmmc 14.2. At least twenty days before the date established for each progress payment ([)Or not more often then once a month), CONTRACTOR shall submit to ENGLNEER for review an ,Application for Payment filled owl and signed by CON7 RAC.i'OR covenng &- Work completed as of the date of the Application and auomp coed by such supporling documentation as la required by the Cimtma Documents If payment is requested ort the basis of materials and equipment not incorporated rated in the Work but delivered and sunehly stored at the site or at another location agreed to in svritulz the Application for Payment shall also he accompanied 6y a hill of sale, irwoicc nr other dooumcntatirm warranting that Ovt NER has received the materials and equipment free and elm of all Lean and evidence that the materials and equipment are covered M.- appropriafe property insurance and other arrangements to paired OWNIM's interest therein, all of which will he smlisf ninny to OW'!v'ER. The amount of remutagc with respect to pn+gress payments will be as stipulated in the Agreement. Anr funds that N withhold by the OW\ R shell rot 6e subsea to subsatuuon fir the CONTRACTOR write securtti or a y arrangements jorcolvars, an escrow s custodixnshtn. Rv cxecuurt�the application tpr par mcnt term the CONTRACTOR expressly waives has nght t9 the hefle-s f l'olsx do R sad Smtut- --section 'a hl nil, et seq CONTR9 CTOR's R'armrdv afTitle. 14.3. CONTRACTOR warrahts and guarantees that title to all Work, materials and equipment covered by any Application for Paymem. whether =Orptrated an the Pro)ea n 1104 will pass to OWNER no later than the time of rayerent free anal clear drill lien Rndm• of; Ipplieadanr for Progreso payment. 144 ENGINEER willwithin ten days after receipt of each Application for Payment, either indicate in writing a F.tctk i:r-xmc,u. cormrnohc lvwx n vvo F,su,.,i w� Ca Ty OF FORT COL-IM MCirFICATIONS'REV 4 7W 1 rccmomrndation of payment and present the Application to OWNER or return the Application to CONTRACTOR uldicnimg in writing ENGINEI:R's reasons for refusing to recommend paymentin the latter case, CONTRACTOR may make the nceentm cortcchon and tusubrnit the Application Ten days slier presentation of the Application for Payanent to OWNER with INGLNEER's recommendation the amount recommended will (subject to the provisions of the last sentence of famgmph 147) become due and when due will be paid by OWNER to CONTRACTOR 14.S ENGINEER's recommendation of amferymem regtestel in an Applicatiwt fur payment will ooruadute a rcpressrnmtion by HNGINEE'R to O\VN'ER, loosed an EsiNGLNEER's on -site observahorm of the executed Wort; as an experienced and qualified design professional and on ENGINEER'S review of the \pplacation for pavmem anti the acoranpanyang data and scltcdues, ihnt to the bew of ENGEIJM- 's knsmvledge infonnahm and belief. 14.5.1 the Stork has progressed to the point indicated. 14. S.2 the quality of the Work is generally in accordance with the Contract Documents (.subject to an evaluation of the Work as a functioning whole prior to or upon Substantial Completion, to the results of any subsequent lasts called Cot in the Contract Documents to a final determination of qulmhttN and classititattnns for Unit Price Work under paragraph 9. ]0, and to any other qualifications stated in the recommendation), and 14.5.7. the conditions precedent to CON'I'RAC'fOR's being emitted to such payment appear to have been fulfilled insofar as h is F.NGINF.Eit's rcsporaihility to ohsaec the Work However, by recommending any such payment ENGINEER will not thereby be deemed to here representcd that. O) exhaustive or coninumv; on one inspections have hem made TO check the quality or the quantity of the Work heyond the rslxnvbilitics specifically assigned to ENGINEER in Ole Concoct Documents or Gi) that there may not be other matters or issues berween the panto that might entitle CONTRACTOR to be paid additionally by OWNER or comic OWNER to withhold payment to (Y)NfRA(: TOR. 146, ENGINEER'S recommendation of any payment. incuding final payment, shall nor mean that ENGIN'E•ER m rsponsible for CONTRAM)R's means, methods. techniques sequences or procedures of construction or Ole Salem precautions and program, inddem thereto, or fir any failute of CONTRACTOR to comply with Laws and Regulations applicable to the famishing on Performance of Work, or for any fadure of CONTRACTOR to Ixsfcrm to furnish Work in accordance with the Contract Documents. 147 ENGINEER cony refuse to rwommend the whole err any, pan of any pasmlcnt if, in PNGINEHR's opinion it would he incorrect to makc the represcomron to OWNER referred to in paragraph 14.5. LNGINTSR may also refuse to recommend any such payment, or.. because of suhsequen[ly discovered evidence or the results of subuqumt Inspections or ttss s, nullify any such payment previously recommended. to such extent as may be necessary in ENGLNEER's Opinion to prolat OWNT?R from loss because: 147.1 the Work is def�crive. or completed Work has been damaged requiring correction or replacement. 14.7.2. the Contract Pree has been reduced by' Written .Amendment or Change Order. 14.7.3. OWNER has been required to corrtta &pecal,e Work or complete Wok in auccrdance with paragraph 13.14. or 14.7.4. 044GLNEER has actual knowledge of the occurrence of any of the events enumerated in paragraphs 15.1.1 through 15.2 a inclusive, OWNER nruy refuse to make payment of the full amount recommended! by ENGIIN=— because. 14.7.5- claims have been made against OWNER on account of CONI'RACTOR's perfomtancc or Furnishing of the Work. 147fi Liens have been filed in correction with the Work, etapt where CONTRACTOR has delivered a s}xeific f3oral satisfaaon. to OWNER to secure the satisfaction and discharge of such Liens. 14.7,7. there are other items entitling OWNER to a set- off against the amount recommended or 14.7.R OWNER has actual knowledge Of the ucurrencc of any of the events enumernted in paragraphs 14,7.1 through 1473 or paragraphs I5.2.I through 15...4 inclusive:. but OWNTiR most give CONTRACTOR immediate written notice (with a copy to ENGINEER) sating the retsw.e for such action and promptly pay CONTRACTOR the amount sir withheld, or any adjustment thereto agnced tO by OWNER and CONTRACTOR when CONTRACTOR corrects to OWNER's satisfaction the reasons far such action. Substantial O:ongtleh m: 14.9. When CONTRACTOR considers the cmve Work ready for its intended use CONTRACTOR shall rrntify OWNER and ENGINEER in wriing that the entire Work is substantially compete fexcept for Items specifically listed by CONTRACTOR as Incomplete) and request that ING11g13LR issue a ca ficate of Substantial Completion. Within a reasonable time theroafler, OWNER, CONTRACTOR and ENGIN-EER shall male an inspection of the Work to determine the status of completion If ENUFNEER does na consider the Work substantially complete, ENGINEER will notify CONTRACTOR in writing giving the reasons therefor If ENGINEER Eicr)r GE7 1%1- CONINTI ODES 19104 (1990 Ediriml 30 mN 0 TY OF FORT COLLIM MODIFICATIONS IREV 4P 0001 considers the Work substantially cwnplew, Mh3lNEER will prepare and deliver to OWNER a tentative certificate of Substantial Completion which shall fix the dare of Substantial Completion. 'There shall he attached to the certificate a temcinve III N items to be completed o connected before bmtl padmtent OWNER shall latve seven days after receipt of the tentative certificate during which to make written obteimn to ENGINEER as to any provisions of the certificate a attached list. If, after considering such abjcclicrm, ENGINEER concludes that the Work is nal substantially complete, ENGINEER will within fourteen clays after submissiorr of the tentative cerlificatt [DOWNER noafi CONTRACTOR in writino. stating the reasons therefor. If, aft" amsderation of OWN%R's objectiom, ENGINEER considers the Work ,ostantially complete. PIGENMER will within said fnurlcen days execute anJ deliver to OWNER and CONTRACTOR i definitive certificate of Substantial Completion (with a revised tentative list of items to br completed Or correct4 reflectimngg such changes tiom the tentative certificate as E.NGNEER believes justified after consideration of any objeciiow from OWNER At the time of delivery of the tentative certificate of Substantial Completion ENGLEER. will deliver to OWNER and CON"TRACTOR a written recommendation as to division of resjtortubilibes pending final payment between OWNER and C.ONHUCI OR with respect to security. Operation safety, maimenanm, heat utilities, imuruncc and warranties and guarantees. Unless OW'h1ER and CONIT•RACTOR agree otherwise in writing and an inform HNGINEE-R in writing prior to ENGINhTXs muing the definitive certificate of Substantial Completion. ENGIN'M,Ws aforesaid recommendation will he binding ,at OWNER and CONTRACTOR until fins I payment. 1411. OWNER shall have the right to exclude CONT RAC'TOR from the Work after the date of Substantial Completion, but OWNER shall allow CONTRACTOR reasonable access to complete or correct items on the tentative list Partial 1%1fGIDtion: 14.10. Use by OWNER m OWNER's option of any substantially competed par of the Work which' (i) has specifically been identified in the Contract Documents, or (u)Ol4NER, ENGINEER and CONTRACTOR agree constitutes a sclxamtely functioning and usable pan of the Work that can be used Iry OWNER for its intended purpose without significant interference with CONTRACTORS performance of the remainder of the Work, may le accomplished prior to Substantial Completion of all tic Work subject to the following. 1410.1 OWNER m any time mote request CONT•R\CTOR in wrong to permit OWNVER to use any such part of the Wok which OWNTER believes to be ready far its intended use and substantially mmpletc. I f CONTRAC1 OR agrees that such poi Of the Work is subswnlially compete. CONTRACTOR will certify to OWNER and FNGIN!'ER that such pan of the Work is substantially coupler, and request FT:GINHHR to issue a certificate of Substantial Completion for tail part of the Work. CONTRACTOR at any time may ratify OWNL•R and hNGINHER in writing flat ('ONTRACTOR emstders any such part of the Work ready for its intended use and substantially complete and rcqucat PNOIN-hBR to issue a certificate of Substantial Completion for that pan of the Work. Within a reasonable time M,i either such request. OWNER CONTRACTOR and I:NGINEhR shall make an inspection of that pon of the Work to determine its seems of completion If ENGINEER does not cunsider that part of the Work to he substantially complete. IiNGLNLLR will nmifv OWNTR and CONTRACTOR in writing giving the rrannsthdefor If HNGINHER considers that pan of the Work to be substantially wniplete, the provtsiam of paregmphs 14.ft and 14 �9 will apply with respece, w certification of SubsmMtid Completion of that pan of the Work and the division of responsibility in ro rect thereofand act thereto. 14,10 No m-upawy or separate operation of pan of the Work wdl be accomplished prior to compliance with the requirements of pa igmtph 5.15 in respect of Property insumnux. final fnspecdan: 1411. Upon wrincn nonce from CONfRAC'1'OR that the entire Work or an agreed portion thereof is complete. D;GNEER will mike a final M,oiam with OWNER and CONTRACTOR and will ratify CONTRACTOR in writing of all particulars nr which this instxctim reveals that me Weak is incomplete or effective. CONTR\CTOR shall immediately take such mcasmcs as are necessary to complete such work or remedy such deficiencies l•inal,4pplleaNan far Prq"mr: 1412 After CONTRACTOR has completed all such wrreormas to the satisfaction of ENGINEER and delivcd in accordance with the Contract Omummts all matmoonce and operating msmetions. schedules gnrareMeea, Bands, cenificale:s or other evidence of nesoance required by paragraph5.41 certificates of inspection marked -Op record documents (as prrnidcd in paragraph 6. 19) and Otter documents. CONTRACTOR may make application for find payment following the m-ohre fin Progress payments. The final Application Cur Puvmaa shell be accompanied (except as previously delivered) by O all documentation called for in the (.'nnrmct Document., including but oot limited m the evidence Of insumrrce required Iry subparagraph c 4 13, (ii) consent of the suretc. if any, to final payment and (nticeimplefe and legally effective releases or waivers (satisfactory m OVVIN I) ofall Liens misntg out of or filed an conntocnon With the Work. In for of such releases or waivers of Liens and its approved by OW'NHR., CONTRACTOR may furnish receipts or releases in full and affidavit of CONTRACTOR that. () the releases and receipts include all lahor, services, romeri] and equipment for which a Lien could be fled and (oi) all payrolls. material and equipment bills. and other irrdchtednss wrmrefld with the Work far which OWNER or OWNER's property might in any- way be responsible have been paid err othowse satisfied If arty Subcontmetor or Supplier fols Frew OFNIMM. CoivotnoNc 19 toss ❑990 a;�itim w1 0TY OF FORT C(, j NS MCC)MCXnCjXsdifl' 4 tors to furnish such a release tar receipt in Cull, C ON1'RACfOR may furnish a Pond ce other cohmerel satisfactory to OWNER to indemnify OWNER against any I,ica Relcasa rn waivers o_I liens and the consent of the ty to firvoli. 0ay'm'M ore to be su6mined on Roans conC y tcgw the format Or thx OWIVLWS am of fivlpshgtrrd in_tltg P_mygct m4nupl. Final Paywaeni mat Acceprance.- 14. 13. If on the basis of ENGNLLR', ub,,,,,,m of the Work during construction and fall ingp,, ac and HNGIN66R's review of the final Applicatim for Payment and aaomparry'urg documentation as required by the Contract rhtcuments, RNGINHh''R Is satisfied that the Work has been completed and CONTRACTOR, other obligations under the Contract Dcenumerns have been fulfilled- LNGINM- will, within ter do" alter receipt of thine final Applicationfor !'ayment, Indicate in writing GYGLNEER's recommendation of fayment and present the .Application to OWNER for payotem At the same time ENGNM— will also give written notice w OWNT-R and CONTRACTOR that the Work is acceptable subject to the rrovisians of paragraph 14,15. Otherwise. FNGINEHR will femm the Application to CONTRACTOR. indicating in writing the reasons for refusing to recommend final payment in which case CONTRACTOR shall make the necessary corrections and resubmit the Application They days aller presentation to OWNER of the- Application and accompanying documentation in appropriate form and substance and With LNOINBER's recom llendation and notice of acceptability, the amrw d recommended by ENCLNLLR will become due and will be paid bc• OWN'LR to CONTRACTOR subject to naror F 176' of these, General Conditions. 1414 It, through an fault of CON'fR.ACTOR final completion of the Work is significantly ddayed and 9 hNGINHHR so eontirma OWNER shall, upon receipt of CONTRACTOR'.s final Application for payment and recommendation of ENGWLHR and without w m mufti, Olt Agremmem• make payment of the bzburce due for that Portion of the Work fully completed and accepted If the remaming balance to be held by OWNER for Work not fully completed or connected is leas than the relainagc stipulated in the Agreement, and if Bonds have been furnished as required in paragraph 5.1, the written consent Of the surety to the payrn,m of the balance due for that portion of the Work fully completed and accepted shall be submitted by CONfRA(_TC)R to RNGINHRR with the Application far such payment. .Such payment shall be made under the terms and conditions governing firm] paayw+am, except that it shall not cunstiwte a Waiver of claims. F'aiver afClaims: 14.15. 'f}tr making and acceptance of final payment will constitute: 14. 15A. a waiver of all claims by OWNER ligmast CONTRA(`) OR, c�cept claims arising from unsettled Liens, from rivfeebve Work appearing after 31 fowl inspection pursuant to panri'raph 14.11. from failure to comply with the Contact Documrts or the feints of any, special gonrantces specified therein, err from COMRACTOR's continuing obligations under Ile Contract Docmrrems: and 14, 15.2A waiver M' all claims by CONTRACTOR agaiatst OWNHR other than those previously made in writing and still unsettled. ARTICLE 15-SInSPENSION OF WORK AND TKKKINATION Off NER Map SaTand Burk: 151. At any time and without cause, OWNER may suspend the Work a any portion thereof fora period of not more than Oiraety drys by notice in willing to CONTRACTOR ant EN"ODMER which will fix the date on which Work will be resumed CONTRACTOR slvnll restane the Work on the date so fixed CONTRACTOR shall be allowed an adjustment in the Contract price or an exu:nsion of the Contract Times or both directly attributable to am such suspo'nsirm it' CONTRACTOK makes an approved claim therefor as provici:d in Articles 1 I and 12 OWAT.R Slay Terminate: 15,2 Clpon the occunence of any one or more of the following events l i'_.I if CON'I'K.4C'rOB penistrntly fails in pterl'rmh the work in accadancc with the Conrad Documents (including, but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment or failure to adhere to the progress schedule established under paragraph 2.9 as adjusted from rime m time pursuant to paragraph 6.6), li,,2, if CONTRACTOR disregards Laws or Regulations firstly public body havingiurisdietion 15.2.3. tf CONTRACTOR disregards the authority of ENGINEER or Ii? J. if CON I"RACPOR Otherwise violates in any sf,"arial way any provisions of the Contract Documents. OWNER may, after giving CONTRACTOR (and the surety. if any) seven days' written notice and to the coca permitted by Laws ani Regulations, terminate the services of CONTRACTOR eu;lude CONTRACTOR from the site and take possession of the Work and of all CONTRACTOR, tn(q appliances, construction equipment and machinery at the site and use the same to the full extent they could he used by CONI'RAC'HM (without liability to CON'I'RACTI'OR for trespass or conversion), incorporate in the Work all materials and equipment stored of pre site or for which OWNER has find F.KDC GF:!`ff&N. CUNfNT10^tx 1910R pSNO F.eihiaU 32 aagTYOFFCeTCOLLIN'SMOpin CAT10NSmP.EV400001 CONTRAACTOR but which are steed elsewhere. and finish the Work ns OIVIJfiR may deer expedient. In such rase CONTRACTOR shnll rwf he entitled m receive any f irtlhu payment wtil the Work is finished. If the unpaid bnlamwe of the Contract price exccerh all claims, costs, lases and damages sustained by OWNER arising not of o resulting from completing the Work such excess wdl be paid to CONI"RAM OK. 1(such claims, oosls, losses aril damages exceed such unpaid balance. CONTRACTOR shall pay the diffeence to OWNER. Such claims, coats, losses and damages incurred by OWNER will be reviewed by ENGINEER as to their reasu mblencs and wizen so approved by HNC; INHHR incorporated in aCharge t trier. provided that when exercisnlg any nghls or remedies under this paragraph OWNER shall not be required to obtain the lowest price for the Work performed 1G 3. Where CONTRACTOR's services have been xh terminated by OWNER, the termination will nor affect any rights or remedies of OWNER against CONTRACTOR then existing or which may thereafter Metric . Any retention or payment of maneys due CONTRACTOR by OWNER will not Metric CONTRACTOR from liability. hA. Cipou seven days writen notice to CON'I'KACI'OR and HNOINHEIt. O NER may. Without creust and without prejudice loan) other right or eemenl In such casealedy of , CO CONTRACTOR elect to rsh llte the be (paid (without duplication of any items): 15 4A for completed and acceptable Work executed in accordance with the Contract Documents prior to the effective date of termination, including fair and rensonable sums for Overhead and profit ern such Work. 15.42 for expenses sustained prior to Ole effective date of termination in performing services and humshing labor, materials or equipment as required by to Contract Documents m crnredion with uncompleted Work, plus fair and reasonable sums (r overhead and profit on such expenses. 15.4.3. for all claims. ousts, losses and damages incurred in settlement of termirlated conrads with Subcontractors. Suppliers and others; and 15 44 for reasonable expenses directly attributable to termination. CONTRACTOR shall not I. paid on account of loss of anticipated profits or revenue or other cennotris loss arising out of or rMIttN from such tetmmtion CONTR ICTOR AIM, Stop Work ur Terminate 155 If tvough no ad or fault or CONTRACTOR, the Work is suspended Cur a Period of more tam niocty days by OWNER or under an order of coup or other public authority, or ENGINEER fails to act on any Application for paymcm within thirty days after it is submitted or OWNER fails for thirty days to pay CONTRACTOR any SECTION 00100 INSTRUCTIONS TO BIDDERS 1 0 DEFINED TERMS Terms used in these Instructions to Bidders which are defined in the Standard General Conditions of the Construction Contract (No 1910-8, 1990 ed ) have the meanings assigned to them in the General Conditions The term "Bidder" means one who submits a Bid to OWNER, as distinct from a sub -bidder, who submits a Bid to Bidder The terms Successful Bidder' means the lowest, qualified, responsible and responsive Bidder to whom OWNER (on basis of OWNER's evaluation as hereinafter provided) makes an award The term "Bidding Documents" includes the Advertisement or Invitation to Bid Instructions to Bidders, the Bid Form, and the proposed Contract Documents (including all Addenda issued prior to receipt of Bids) 2 0 COPIES OF BIDDING DOCUMENTS 2 1 Complete sets of Bidding Documents may be obtained as stated in the Invitation to Bid No partial sets will be issued The Bidding Documents may be examined at the locations identified in the Invitation to Bid 2 2 Complete sets of Bidding Documents shall be used in preparing Bids, neither OWNER nor Engineer assumes any responsibility for errors or misinterpretations resulting from the use of incomplete sets of Bidding Documents 2 3 The submitted Bid proposal shall include Sections 00300 00410 00420, and 00430 fully executed 2 4 OWNER and Engineer, in making copies of Bidding Documents available on the above terms, do so only for the purpose of obtaining Bids on the Work and do not confer a license or grant for any other use 3 0 QUALIFICATION OF BIDDERS 3 1 To demonstrate qualifications to perform the Work each Bidder must submit at the time of the Bid opening, a written statement of qualifications including financial data, a summary of previous experience, previous commitments and evidence of authority to conduct business in the 3urisdiction where the Project is located Each Bid must contain evidence of Bidder's qualification to do business in the state where the Pro3ect 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 Rev 10/20/07 Section 00100 Page 1 sum finally determined to be due, then CONTRACTOR may, upon seven days' written notice to (AkNER and hNGINEFR, and provided OWNER or ENGINEER do nat remcd-v stxh suspension or lailurc within that time, terminate the rlgrecntent and recover Goon OWNER paymtenl on the some tams as provided in paragraph I SA In lieu orTenninating the Agreement and without prejudice to any other right or remedy, if hNGINFER has failed to =1 an an Application for payment within thirty days afler it is submitted Or OWNER has failed for thirty days to pay. CONTRACTOR :my sum finally delennmed to be due, CONTRACTOR may- upon seven days written notice to OWNER and EINGINE.FR aop� the Work until pastncnt of all such amounts due CON'1VCWTOR including Interest therein. 'rhe provisions of this paragraph Ii.5 are rot intended to pwludc CONTRACTOR from making claim under Articles I I and 12 for and increase in Contract Price or Contract Tunes or otherwise for egensxs a damage directly auribumble to CONTRACTOR's adpputg Work as peniaed by this paragraph. ARTICLE 16—DISPUTE RFSOLLrfTON If and to the r„ctmt that OWNER and CONTRACTOR have agreed an the method and procedure far resolving disputes between them that may arise under this Agreementsuch dispute nwoluaon method and procedure, If any, shall he as set forth in FxhihitCC-A Dispute Resolution Agreement to be attached hereto and made a part hereof If no such agreement on the method and procedure for resolving such disputes has been reached, and subject to the provisions of paragraphs 9. d (1, 9.11 and 912, OWNER and CONTRACTOR may exercise such rights or remedies as either may otherwise have under dhc C Affnia Documants or by laws IT Regulations in rcspeet of any dispute ARTICLE 17—KISCELLAdNEOU,S Ghi ng Nraice.. 17.1. Whenever arty provusion of the Contract 1 kx:antrnls requires the giving of written notice, n will he deemed to have been validly given if delivered in person to the indiv idual err to a member of the firm, or to an ollicar of de axprration far whom it is intended or if delivered al or sent by registered or certified mail, postage prepaid to the last business address known to the giver of the nape. 17.2. Congwtmion of,Tinne: 17-2.1, When any period of time n referral 10 in the Turns"' Documents by da}'s, it will be computed to exclude the Gnt, end include the last dery of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday by the law of the applicable jurisdiction, such ddav if I Ie witted from the toll potation. FJCOC cmmg,vt. rowotnonc Ivtorr rt own F,dtimi w1 CITY OF F00.T CY�W x5 MCit6TCAl10NS nlE'y aia)t)1 17.12. A calen dar day of twanty-lbur hours measured from midnight to the MXt midnight will constitute a tav Notice of r1aim: 17.3. Should OWNER or CON7"RAC'I'OR sufibr injury or damage to person or propsrty because of One error. Mission or act of the other parry or of any of &.. other party's employees or agents IT others for whose acts the other party is legally liable, claim will be made in writing in the other tatty within a reasonable time of the firm ubxrvaner of such injury tx dumage. The provisions of this paragraph 17.3 shall not he onstruW as a substitute for or a waiver of the provisions of any applicable statute of limitations or repoatc.Caamlanve Remedies 17.4 The duties and obligations imposed b} these. General Conditions and the rights and remedies available Ixmmder to the parties hereto andparticular , in but without limitation, the warmmies, guarantees and obligati ore imposed upon CONTRACTOR by paragraphs 6.12, 6.I6, 630. 6,31, 6.32, 13. L 13. C, 13. W, 14 3 and 1.5 2 and all It the rights and remedies available o OWNER and HN(iINF.ER thereunder. am in addition to, and are not to he construed in any way as a Irritation of. any rights and remedies availahic to any or all of them which me otherwise imposed or available by Laws dr Regulations by special wamanry or guararaee or by other provisions of the ('Omtract Documenn. and the provisions Of this paragraph will be as effective as if repeated specifically in the. Contract Documents in connection with each particular duty, obligation right and mmedv to which they apply. Profnrfomal Feer arid Court Corti Included 17.5. Whenever reterence is made to "claims, costs, losses and damages", it shall Include in each case, hut not be limited to, all fees and charges of engl eem. architects, allomeys and Other professionals and at court cc arbitration or other dispute resolution costs. 176. The laws oC Ure Sigtx oC Colorado apply to this Alieemmt k (m to two rru tirxnt Colmdo seat Ir_s rue as follows' 1762 Ifs clad lCI WC 6%viLhk1d frown it oasmrns W (.ONrRAd,IOR sufficient hinds to incur, the _ Ltavl o f all der -Inv for I bar mamrida team h1rc sustcnanee,_prrn�uign_q Srwrndev, or_ptha__ supplies used or consun d tw CONTRACTOR of 3..1 E1Cpl' GF^kRN. �: �NfNl10Y5 OR" I iM Ediiap 34 waTY OF fORT C'OLEIM MCOMCnONS(REV 4^000) !This pnee left Mink imentionally j FKIkI6F.NE.RAL CONf51110t\S 191o411"o Fin I wr CITY OF FORT COLLIM MCDMCAnOINS I '4�ipgii EJCDCGFlJFRAI. CUL\TATIOhC 191041 19905151100 36 WCITY OF FORT C'OLUM MODTICAMOM 0TV 42-HN) EXHIBIT GC -A to General Conditions of the Construction Contract Behveen OWNER and CONTRACTOR DISP17E RESOUTION AGREEMEN"r OWNER and CONTRACTOR hereby agree that Article 16 of the General Conditions of the construction Contras hmvecn OWNER and ('ONTRACI'OR is amended to include the following agreement of the parties, 16.1. NI claims, disputes and other rumors in question between OWNER and CONTRACTOR ansintg out of or relating to the Contract Documents or the breach thereof (except for claims which have been waived by the making; or acceptance of final payment as provided by paragraph 14.15) will be decided by arbitration in accordance with the Crm9tractimh Industry Arbitration Rates of the .Amreri©n ArbiMtion .Association then obtaining. subject to the limitations of the Article 16. This agreement so in arbitrate and any other agreement or emscnt to arbitrate entered into in accordance herewith as provided in this Article 16 will he specifically enforceshle under the prevailing law of nny coarr bwvtng durisd1 tern KZ No demand fix arbitration of any claim, dispute or other maser [hat is required to be refernil to ENGINEER initially for decision in accordance with paragraph 9.11 will be made until the earlier of (a) the dale on which ENIGLNEER has mastered a written decision or () the thirty-first Jay after the parties have presented then evidence to EN(iNEER if a written decision has not been rendered by ENGINEER before that date. No demand for arbitration of any such claim, dispute or ether matter will be made later thin thirty days after the date on which FAUINFER has tendered a written decision in respect thereof in accordance with pahragmpdi 9. 11; and the failure to demand arbitration within said thin}' days period will result it, LNGDMER's decision Icing final and binding upon OWTc'LR and CONTRACTOR If L'NGINTTR renders a decision after arbitration proceedings have been initiated such decision may be entered as evidence but will not supersede the arbitration proceedings, except where the decision is acceptable to the ponies concemedl. do demmd for arbitration of any written decision of ENGINEER rendered in accordance with paragraph 9.10 wall he made later than ten days after 1110 party making such command has delivered µnncn notice of intention to appeal as provided in paragraph 9.1 it 16.3. Notice of the demand for arbilraticri will be filed in writing with the other party to the Aeroement and with the American Arbitration Association and a oapy will be sent to ENGINEER for information The demand fur arhitmbar, will he made within the th rt)ydav or rands, Period specified in paragraph 16.2 as aPVlicable, and in all other rases within a reasonable none after the claim, dispute or other matter in question has arisen, and in ro event shall any such demand he made after the date whom intitutionof legal or equitable proceedirip based on such clam dispute or other matter in question would be based by the applicable statute of limitations. PJCDCGF't AL CONFDMONS 1910.3(199m Fd1iail wA CITY OP FORT COLLI N'S MODIFICATIONS IItEV 9.99) 16.4. Except as provided in paragraph 16.5 below, an arbitration ansing out of or relating to the Contract 1xiuments shall include by consolidation, joinder or in any other manner any other person or entity (including ENi GINEER, ENGNTEER's Consultant and the oticovs, directors, agents, employees or consultants of my of them) Who is not a pmYy+ to this contract unless: 16 4.1. the inclusion of such other person or emit, is necessary if complete relief is to be atlbtd d amwna those who are already paters to the arbitration. rand 1642such other person or mane is subsimbal[y invoked in a question of law or feel which is common to f w who ate already parties to the arbitration and which will arise in such proceedings, and It) 4 3. the written consent of the other person or entiw sought to be included and of OWNER and COlSI'R\CFOR has been obtained for such inclusion. which eortsent shall make specific reference to this paragraph; but no such consent shall constitute consent to arbitration of am+ dispute not specifically described in such consent or to arbitration with any party not specifically idenn fled in such consent. 16 5, Norwilhstanding paragraph 16.4. if a claim, dispute or other matte in quessim between OWTIFR and CONTRACTOR involves the Work of a Subcontractor. either OWNER or CONTRACTOR may join such Subcontractor as a party to the arbitration bercen OWNER and CONTRACTOR hereunder. CONTRACTOR shall include in all suthcaancis required by paragnaph 6 it a specific provision whereby the Subcontractor consents to being joined in an arbitration limveen OWNTsR and ('ONTR.AM OR involving the Work of such Subcontracts. Ntxhung in this patagmph 16S nor in the Provision of such subcontract cementing to joinder shall rnxdte any an. right or cause of action in favor of Subcmeractnr and against OWNER. FNGINl-.PN M GNGI\rEER's Cotuultants that does not otherwise exist I66 The award rendered by the arbitrators will be final, judgment may be entered updn it in any sewn loving Jurisdiction thereof am] it will not Ix subject to modification or appeal. 16.7 OWNER and CUNT 1LACTOR agree that they shall first submit any and all unsettled claims, counterclaims, disputes and other manes in qua ion between them arising out of or relating to the (:mmm,t Documents or the breach thereof ("disputes'). to mediation by the American Arbitration Association under the Construction industry Nledialim Rules of the Purencan Arbitration Association prior to either of them initiating against the other it demand for arbitration purmant to paragraphs 16.1 though 16.6, unless delay in initialing arbiva sin would irrevocably prejudice arms of the Fatties I he respechve thirty and ten day time limits within which to fife a demand for arbitration as provided in puragnphs 16 2 and 16.3 above shall IV susryYdrd with respect to a dispute submitted to mediation within these sure applicable time limits and shall remain suspended until ten days after the termination of the mediation. The m dimer of any dispute submitted to mediation under this Agreement shall not serve M arbitrator of such dispute unless other ire agreed Ce-Am UCb: OF.T)FRAI. CONDITIONS 191 WR U99a F.WIM1 Oo_A 1 WJ MY OF NRT COLLINS NIODIFICATION5IRRV W90 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 4 2 1 2 1 No drawing of physical conditions in or relating to existing surface or subsurface structures (except Underground Facilities referred to in Paragraph 4 3) which are at or contiguous to the site have been utilized by the Engineer in preparation of the Contract Documents except the following None SC 5 4 7 Additional Insureds A The City of Fort Collins and Anderson Consulting Engineers Inc shall be included as additionally insured on the Certificate of Insurance 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 541 and 542 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 546 The Comprehensive Automobile Liability Insurance policy will have limits of $1 000 000 combined single limits (CSL) 5 4 9 This policy will include completed operations coverage/product liability coverage with limits of $1 000 000 combined single limits (CSL) END OF SECTION Rev 70/20/07 Section 00800 Page 2 SECTION 00900 ADDENDA, MODIFICATIONS, AND PAYMENT 00950 Contract Change Order 00960 Application for Payment CHANGE ORDER NO PROJECT TITLE 6115 RESOURCE RECOVERY FARM OUTLET PIPE 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 TOTAL APPROVED CHANGE ORDER $ 0 00 TOTAL PENDING CHANGE ORDER 000 TOTAL THIS CHANGE ORDER 000 TOTAL % OF THIS CHANGE ORDER 000 TOTAL C O % OF ORIGNINAL CONTRACT ADJUSTED CONTRACT COST $ 0 00 IAssuming all change orders approved) ACCEPTED BY Contractors Representatroe DATE ACCEPTED BY Project Manager DATE REVIEWED BY Title DATE APPROVED BY DATE Title APPROVED BY DATE Purchasing Agent over $15 000 cc City Clerk Project File Engineer Contractor Architect Purchasing Section 00950 Page 1 3 2 In accordance with Section 8-160 of the Code of the City of Fort Collins in determining whether a bidder is responsible the following shall be considered (1) The ability, capacity and skill of the bidder to perform the contract or provide the services required, (2) whether the bidder can perform the contract or provide the service promptly and within the time specified without delay or interference (3) the character, integrity, reputation, ]udgment 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 sub]ect 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 3ust 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 Rev 10/20/07 Section 00100 Page 2 SECTION 00960 APPLICATION FOR PAYMENT In accordance with attached page Rev 10/20/07 Section 00960 Page 1 AND CERTIFICATE FOR In ILMw) 6Yd0.Ei7T. 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Ck W% so DIVISION 1 - GENERAL REQUIREMENTS 01010 Summary of Work 0-1 — 01010-4 0101010-1 01140 Contractor's Use of Premises 01— 01010-2 01145 Special Project Procedures 01145-1 — 01145-2 01180 Utility Sources 01145-1 — 01145-2 01270 Measurement and Payment 01270-1 — 01270-8 01310 Project Meetings 01310-1 — 01310-2 01320 Construction Schedules 01320-1 — 01320-2 01330 Submittals 01425 Standard References 01330-1 — 01330-6 01450 Materials Testing 01425-1 — 01425-4 01555 Traffic Regulation 01450-1 — 01450-2 01635 Substitutions and Product Options 01555-1 — 01555-2 01635-1 — 01635-4 01650 Material Delivery, Storage, and Handling 01650-1—01650-2 01710 Site Conditions 01710-1 — 01710-4 01715 Tree, Landscape, Vegetation, and Wetland Protection 01715-1—01715-2 01720 Field Engineering and Surveying 01720-1 01745 Environmental Controls 01745-1 — 01745-4 01780 Contract Close -Out 01780-1 — 01780-2 DIVISION 2 - SITE WORK 02230 Clearing and Grubbing 02230-1 — 02230-2 02235 Top Soil 02240 Water Control and Dewatering 02235-1 — 02235-2 02315 Excavation and Embankment 02240-1 — 02240-4 02315-1 — 02315-6 02320 Trench Excavation and Backfill 02320-1 — 02320-8 02370 Erosion and Sediment Control 02370-1 — 02370-6 02375 Riprap And Bedding 02375-1 - 02375-6 02610 Reinforced Concrete Pipe 02610-1 — 02610-9 02635 Manhole Structures 02635-1 — 02635-6 02920 Grasses 02921 Ground Preparation for Seeding 02920-1 — 02920-10 02921-1-02921-2 DIVISION 3 - CONCRETE 03110 Structural Cast -in -Place Concrete Forms 03110-1 — 03110-10 03210 Reinforcing Steel 03210-1 — 03210-6 03310 Structural Concrete 03310-1—03310-10 03320 Construction Joints 03350 Concrete Finishing 03320-1 — 03320-2 03390 Concrete Curing 03350-1 — 03350-8 03615 Grout 03390-1 — 03390-4 03615-1—03615-4 DIVISION 5 - METALS 05500 Metal Fabrications 05500-1 — 05500-6 DIVISION 7 - THERMAL AND MOISTURE PROTECTION 07905 Joint Sealers for Pre -cast Concrete Manholes 07905-1 — 07905-2 No Text DIVISION 1 - GENERAL REQUIREMENTS SECTION 01010 SUMMARY OF WORK SECTION 01140 CONTRACTOR'S USE OF PREMISES SECTION 01145 SPECIAL PROJECT PROCEDURES SECTION 01180 UTILITY SOURCES SECTION 01270 MEASUREMENT AND PAYMENT SECTION 01310 PROJECT MEETINGS SECTION 01320 CONSTRUCTION SCHEDULES SECTION 01330 SUBMITTALS SECTION 01425 STANDARD REFERENCES SECTION 01450 MATERIALS TESTING SECTION 01555 TRAFFIC REGULATION SECTION 01635 SUBSTITUTIONS AND PRODUCT OPTIONS SECTION 01650 MATERIAL DELIVERY, STORAGE, AND HANDLING SECTION 01710 SITE CONDITIONS SECTION 01715 TREE, LANDSCAPE, VEGETATION, AND WETLAND PROTECTION SECTION 01720 FIELD ENGINEERING AND SURVEYING SECTION 01745 ENVIRONMENTAL CONTROLS SECTION 01780 CONTRACT CLOSEOUT No Text SECTION 01010 SUMMARY OF WORK PART1 GENERAL 1.01 SECTION INCLUDES Furnish all labor and install all materials for the rehabilitation of the Resource Recovery Farm Outlet Pipe, including but not limited to the following items: The project includes the installation of 700 linear feet of 24-inch RCP, concrete manholes, concrete headwalls with slidegates, a sand cutoff wall, sanitary sewer pipe encasement, and rock riprap. 1.02 WORK SEQUENCE A. The Work Sequence is to be submitted as part of the construction schedule required in Section 01320. Construction of the project shall begin within seven (7) calendar days of the date of Notice to Proceed. The date of beginning and the time for completion of the work are essential conditions of the Contract Documents and the work embraced shall be commenced on a date specified in the Notice to Proceed. The Contractor will proceed with the work at such rate of progress to ensure full completion within the contract time. It is expressly understood and agreed, by and between the Contractor and the Owner that the contract time for the completion of the work described herein is a reasonable time, taking into consideration the climatic and other factors prevailing in the locality of the work. Every effort shall be made by the Contractor to complete the project within the "Contract Time" shown in the proposal. The "Contract Time" anticipates 'Normal" weather and climate conditions in and around the vicinity of the Project site during the times of year that the construction will be carried out. Extensions of time based upon weather conditions shall be granted only if the Contractor demonstrates clearly that such conditions were "unusually severe," would not have been reasonably anticipated, and that such conditions adversely affected the Contractor's work and thus required additional time to complete the work. The following specifies the procedure for the determination of time extensions for unusually severe weather. The listing below defines the anticipated number of calendar days lost to adverse weather for each month and is based upon National Oceanic and Atmospheric Administration (NOAA) or similar data for the geographic location of the project. Monthly Anticipated Calendar Days Lost to Adverse Weather Conditions JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC (7) (4) (4) (4) (6) (3) (4) (2) (3) (3) (2) (5) RRF Outlet Pipe 01010-1 Summary of Work The above schedule of anticipated adverse weather will constitute the base line for monthly (or portion thereof) weather time evaluations. Upon acknowledgment of the Notice to Proceed and continuing throughout the contract on a monthly basis, actual adverse weather days and the impact of adverse weather days that delay the work will be recorded on a day-to-day basis. It is assumed that the work will be carried out Mondays through Fridays (holidays excepted) unless an approved construction schedule or written authorization from the Owner indicates otherwise. The number of days of delayed work due to adverse weather or the impact thereof will then be compared to the monthly adverse weather schedule above. An actual adverse weather day must prevent work for 50 percent or more of the Contractor's workday, delay work critical to the timely completion of the project, and be documented by the Contractor. The City Representative observing the construction shall determine on a daily basis whether or not work can proceed or if work is delayed due to adverse weather or the effects thereof. The Contractor shall notify the Engineer in writing of any disagreement as to whether or not work can proceed on a given date, within 2 calendar days of that date. The Owner will use the above written notification in determining the number of working days for which work was delayed during each month. At the end of each month, if the number of working days for which work was delayed due to adverse weather exceeds that shown in the above schedule, a Change Order will be executed which increases the Contract Time. The number of work days delayed due to adverse weather or the impact thereof will then be converted to Calendar Days based on the contract completion day and date. This conversion assumes a 5-day work week, Mondays through Fridays, holidays excepted; should the Contractor have authorization to work weekends and/or holidays, then the method of conversion of workdays to calendar days would take this into consideration. The contract time period will then be increased by the number of calendar days calculated above and a new contract completion day and date will be set. The Contractor's schedule must reflect the above -anticipated adverse weather delays on all weather -dependent activities. While extensions of time shall be granted for "unusually severe" weather or climate conditions, the Owner shall make no monetary compensation for any costs to the Contractor arising out of such delays. The Contractor shall comply with the portions of the Contract Documents relating to his project schedule and amendments thereto which result from the "unusually severe" weather condition. Breakdowns in equipment or lack of performance by the Contractor will not be considered justification for an extension of time. Liquidated damages will be assessed as delineated elsewhere. The Contractor shall not be charged with liquidated damages or any excess cost when the delay in completion of the work is due to the following, and the Contractor has promptly given written notice of such delay to the Owner or Engineer. 1. To any preference, priority, or allocation order duly issued by the Owner. RRF Outlet Pipe 01010-2 Summary of Work 2. To unforeseeable causes beyond the control and without the fault or negligence of the Contractor, including but not restricted to, acts of God, or of the public enemy, acts of the Owner, acts of another Contractor in the performance of a contract with the Owner, fires, floods, epidemics, quarantine restrictions, strikes, freight embargoes, and abnormal and unforeseeable weather as provided above. 3. To any delays of Subcontractors occasioned by any of the causes specified in paragraphs 1 and 2, above. Other than the conditions above, Contractor is permitted to start the work at any location within the project site. The Contractor shall adhere to the construction traffic control requirements delineated in Section 01555 and on the Drawings. 1.03 UNDERGROUND UTILITIES A. It shall be the responsibility of the CONTRACTOR to verify the existence and location of all underground utilities along the route of the work and to coordinate the construction schedules with these utility owners. B. Known utilities and structures adjacent to or encountered in the work are shown on the Drawings. The locations shown are taken from existing records and the best information available from existing utility plans and from field potholing, however, it is expected that there may be some discrepancies and omissions in the locations and quantities of utilities and structures shown. Those shown are for the convenience of the CONTRACTOR only, and no responsibility is assumed by either the OWNER or the ENGINEER for their accuracy or completeness. C. The CONTRACTOR shall field verify all utilities and coordinate construction with utility owners prior to starting construction. The CONTRACTOR shall be responsible for protecting utilities during construction and scheduling utility adjustments to eliminate conflict with progress of the work. D. The CONTRACTOR shall notify the ENGINEER immediately of any field condition not consistent with the contract documents. E. The CONTRACTOR will be responsible for repairing or paying for the repairs to any damaged utilities. PART 2 PRODUCTS (Not Applicable) PART 3 EXECUTION (Not Applicable) END OF SECTION RRF Outlet Pipe 01010-3 Summary of Work premised upon performing and furnishing the Work required by the Contract Documents and such means methods, techniques, sequences or procedures of construction as may be indicated in or required by the Contract Documents and that the Contract Documents are sufficient in scope and detail to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work 5 0 INTERPRETATIONS AND ADDENDA 5 1 All questions about the meaning or intent of the Bidding Documents are to be submitted in writing to the Engineer and the OWNER Interpretation or clarifications considered necessary in response to such questions will be issued only by Addenda Questions received less than seven days prior to the date for opening of the Bids may not be answered Only questions answered by formal written Addenda will be binding Oral and other interpretations or clarifications will be without legal effect 5 2 All questions concerning the scope of this project should be directed to the Engineer Questions regarding submittal of bids should be directed to the City of Fort Collins Purchasing Division 5 3 Addenda may also be issued to modify the Bidding Documents as deemed advisable by OWNER or Engineer 5 4 Addenda will be mailed or delivered to all parties recorded by the OWNER as 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 Rev 10/20/07 Section 00100 Page 3 THIS PAGE INTENTIONALLY LEFT BLANK. RRF Outlet Pipe 01010-4 Summary of Work SECTION 01140 CONTRACTOR'S USE OF PREMISES PART1 GENERAL 1.01 SECTION INCLUDES A. The CONTRACTOR may use the OWNER's property designated within the construction limits shown on the Drawings for equipment and materials as long as he confines his operations to those permitted by local laws, ordinance and permits and meets the following requirements: 1. Do not unreasonably encumber site with materials or equipment. 2. Assume full responsibility for protection and safekeeping of products stored on premised. 3. Move any stored products which interfere with operations of the OWNER. 4. Obtain and pay for use of additional storage or work areas needed for operations. 1.02 LIMITS OF CONSTRUCTION A. The CONTRACTOR must maintain all of his construction activities within the OWNER's property and/or construction easements and limits of the project, or other stated areas, unless permits and/or written permission are obtained by the CONTRACTOR, from appropriate authorities or private property owners, outside of these areas. Contractor to fence all easements and work areas. The temporary permits must be secured and paid for by the CONTRACTOR at no extra cost to the OWNER. Any temporary permits secured must be in writing and a copy of same provided to the ENGINEER. 1.03 SECURITY A. The CONTRACTOR shall at all times be responsible for the security of his facilities and equipment. The OWNER will not take responsibility for missing or damaged equipment, tools, or personal belongings of the CONTRACTOR. PART 2 PRODUCTS (Not Applicable) PART 3 EXECUTION (Not Applicable) END OF SECTION RRF Outlet Pipe 01140-1 Contractor's Use of Premises THIS PAGE INTENTIONALLY LEFT BLANK. RRF Outlet Pipe 01140-2 Contractor's Use of Premises SECTION 01145 SPECIAL PROJECT PROCEDURES PART I GENERAL (Not Applicable) PART 2 PRODUCTS (Not Applicable) PART 3 EXECUTION 3.01 CONSTRUCTION TRAFFIC CONTROL A. The CONTRACTOR, with input and cooperation from the OWNER, will prepare the construction traffic control plans and specifications for construction of the project. The traffic control plan shall be submitted at least 7 days prior to the start of traffic control activities. Any changes to the approved traffic control plan will need to be submitted to the City of Fort Collins and/or the Larimer County Traffic Departments at least 48 hours prior to instituting the proposed changes. B. The CONTRACTOR shall provide to the City of Fort Collins and/or Larimer County Traffic Departments a detailed construction schedule for the work, including production rates, estimated closure times for streets and intersections, if any, and material delivery and haul routes. C. Section 01555 Traffic Regulation is provided as a guide to items of work the CONTRACTOR will be responsible for, and that may not be specifically referenced in the construction traffic control plan. Such items include providing access to fire hydrants, access for emergency services, and provision of warning signs and lights around the work zone, especially during non -work periods. 3.03 NATURAL AREAS Due to the project being located entirely within a city designated Natural Area the CONTRACTOR shall abide by the Natural Areas rules and regulations set forth by the City of Fort Collins Natural Resources Department. END OF SECTION RRF Outlet Pipe 01145-1 Special Project Procedures THIS PAGE INTENTIONALLY LEFT BLANK. RRF Outlet Pipe 01145-2 Special Project Procedures SECTION 01180 UTILITY SOURCES PART1 GENERAL 1.01 SECTION INCLUDES A. Names and telephone numbers of affected agencies and utilities in the area are listed below for the CONTRACTOR's convenience. The CONTRACTOR assumes all responsibility of contacting these agencies and verification of telephone numbers. 1. Water a. City of Fort Collins (970) 221-6700 b. Fort Collins — Loveland Water District (970) 226-3104 c. East Latimer Water District (970) 493-2044 2. Sanitary Sewer - City of Fort Collins (970) 221-6700 Boxelder Sanitation District (970) 498-0604 South Fort Collins Sanitation District (970) 226-3104 3. Stormwater - City of Fort Collins (970) 221-6700 Latimer County (970) 498-5700 4. Natural Resources — City of Fort Collins (970) 221-6600 5. Park Planning — City of Fort Collins (970) 221-6360 6. Electrical a. City of Fort Collins (970) 224-6157 b. Platte River Power Authority (PAPA) (970) 226-4000 c. Western Area Power Administration (WAPA) (970) 461-7299 d. Poudre Valley Rural Electric Association (PVREA) (970) 226-1234 e. Public Service Company (PSC) / Xcel Energy (800) 895-1999 7. Engineering — City of Fort Collins (970) 221-6605 Latimer County (970) 498-5700 8. Traffic — City of Fort Collins (970) 224-6062 Latimer County (970)498-5700 9. Gas - Xcel Energy (800) 895-2999 10. Telephone - Qwest (970) 222-2414 11. Cable TV - Comcast (970) 484-7166 12. One -Call Utility Locates 811 PART 2 PRODUCTS (Not Applicable) PART 3 EXECUTION (Not Applicable) RRF Outlet Pipe 01180-1 Utility Sources END OF SECTION THIS PAGE INTENTIONALLY LEFT BLANK. RRF Outlet Pipe 01180-2 Utility Sources SECTION 01270 MEASUREMENT AND PAYMENT PART1 GENERAL 1.01 SECTION INCLUDES A. The work performed under this Agreement shall be paid for on both a Unit Price basis and Lump Sum basis for individual line items at the rates for the respective items on the Bid Schedule. The quantities provided on the Bid Schedule are only estimates of the actual quantities of the work to be performed, and are only included for purposes of making the award and establishing a basis for estimating the probable cost of the Work. The actual amounts of work performed and materials furnished for unit price bid items may differ from the estimated quantities. The basis of payment for work and materials bid as a unit price will be the actual amount of approved work done and materials furnished. Payment shall be made only for those items included in the Bid Schedule. All costs incurred shall comply with the provisions of these Specifications and shall be included in the unit price bid for the associated items in the Bid Schedule. Except as may be otherwise stipulated, no material, labor or equipment will be furnished by the OWNER. The quantity of work which will be considered for payment is the actual number of units completed in accordance with all relative Specifications. This basis of measurement and payment for each proposal item will be described below. The following provides a general listing of contract bid items along with a brief summary of the work and materials included, but not limited to, in the unit price or lump sum price for each bid item. Refer to the Specifications and Drawings for additional information. 1.02 PAY ITEMS 1. Mobilization and Field Overhead No unit measurement for payment will be made for any of the work, materials and equipment required for mobilization and field overhead. This work consists of the mobilization of personnel, equipment and supplies at the project site in preparation for work on the project. This item shall include the establishment of the CONTRACTOR'S offices, buildings and other necessary facilities, and all other costs incurred or labor and operations which must be performed prior to beginning the other items under the Contract. This item shall also include temporary fencing around project work and driving areas, and any other fencing/security items as deemed necessary by the CONTRACTOR. This item also includes obtaining permits and CONTRACTOR testing. This item may also include provision of required bonds, insurance and preparation of the project schedule. The removal of the CONTRACTORS equipment, supplies, excess materials, and cleanup of the site are also included in this item. Payment will be made as the work progresses. Fifty percent (50%) of the lump sum bid price will be paid at the time of the first monthly progress payment. An additional thirty percent (30%) will be paid when one-half the original contract amount is earned. The remaining twenty percent (20%) will be paid upon final acceptance of the project. The total amount for mobilization shall not exceed five percent (5%) of the total bid. RRF Outlet Pipe 01270-1 Measurement and Payment Pay Item Pav Unit Mobilization and Field Overhead LS 2. Traffic Control No unit measurement for payment shall be made for any of the materials, work, and equipment required. The payment shall be total compensation for all labor, equipment, materials, maintenance, and all incidentals necessary to prepare, implement, and maintain the approved Traffic Control Plan in accordance with the Drawings and accepted Traffic Control Plan. The work also includes but is not limited to the installation and maintenance of all required barricades and signs. Payment will be made as work progresses. Fifty percent (50%) of the lump sum bid price will be paid when twenty five (25%) of the original contract amount has been earned; an additional thirty percent (30%) will be paid when fifty percent (50%) of the original contract amount has been earned; and the remaining twenty percent (20%) will be paid upon final acceptance of the project. Pav Item Pav Unit Traffic Control LS 3. Clearing and Grubbing No measurement for payment shall be made for any of the materials, work, and equipment required. Payment will be made as work progresses on a percentage lump sum basis. The payment shall be total compensation for all labor, equipment, materials, maintenance, and all incidentals necessary to prepare, implement, and conduct the clearing and grubbing, in accordance with the Drawings and Specifications, including all costs associated with the disposing of materials off -site. Pav Item Pav Unit Clearing and Grubbing LS 4. Construction bewatering No unit measurement for payment will be made for this work. Work includes all equipment, temporary power, labor and materials for implementation of measures to control surface water and groundwater. Pay item also includes all work necessary to obtain the required Stormwater Management Permit and the Construction Dewaterins Permit from the Colorado Department of Health. Also RRF Outlet Pipe 01270-2 Measurement and Payment included are all equipment, labor and materials for evaluation, design, construction, and monitoring of dewatering. Payment shall be made based on the percentage of all work completed at the time of each Progress Payment. Pay Item Pav Unit Construction Dewatering LS 5. Construction Surveying and Staking No unit measurement shall be made for this item. Work includes providing all equipment, labor, and materials required to provide Construction Surveying for construction of all work items for the project including: Staking of horizontal and vertical alignments; overlot grading; subgrade elevations; off -sets; temporary control points; re-establishment of land monuments; as -built surveying; and, all appurtenant features of the work. The lump sum price bid shall include all of the CONTRACTOR'S costs of whatsoever nature to perform the Construction Surveying as required for the construction of the Project in accordance with the Drawings and Specifications. Payment shall be made based on the percentage of all work completed at the time of each Progress Payment. Pay Item Pav Unit Construction Surveying LS 6. Remove, Stockpile, and Replace Existing Riprap on River Bank The measurement for payment of the removal, stockpiling of the existing riprap will be the total number of cubic yards of material removed and replaced. This item shall include the removal of the existing riprap, bedding, and fabric, stockpiling of the removed riprap, and the replacement of fabric, bedding, and riprap to existing grades. The final location of the stockpile site will be at the direction of the ENGINEER. Pay Item Pav Unit Remove, Stockpile, and Replace Existing Riprap on River Bank CY 7. Unclassified Excavation 8. Muck Excavation Embankment (Complete In Place) RRF Outlet Pipe 01270-3 Measurement and Payment whereupon Bid Security furnished by such Bidders will be returned Bid Security with Bids which are not competitive will be returned within seven days after the Bid opening 7 0 CONTRACT TIME The number of days within which, or the date by which the Work is to be substantially complete and also completed and ready for Final Payment (the Contract Times) are set forth in the Agreement 8 0 LIQUIDATED DAMAGES Provisions for liquidated damages are set forth in the Agreement 9 0 SUBSTITUTE ( OR EQUAL ) MATERIAL AND EQUIPMENT The Contract, if awarded, will be on the basis of material and equipment described on the Drawings or specified in the Specifications without consideration of possible substitute or "or equal" items Whenever it is indicated on the Drawings or specified in the Specifications that a substitute or 'or equal" item of material or equipment may be furnished or used by CONTRACTOR if acceptable to Engineer, application for such acceptance will not be considered by Engineer until after the 'effective date of the Agreement' The procedure for submittal of any such application by CONTRACTOR and consideration by Engineer is set forth in the General Conditions which may be supplemented in the General Requirements 10 0 SUBCONTRACTORS SUPPLIERS AND OTHERS 10 1 Each Bidder shall submit at the Bid opening to OWNER a list of principal subcontractors he proposes to use in the Work Refer to Section 00430 contained within these Documents 10 2 If OWNER or Engineer after due investigation has reasonable objection to any proposed Subcontractor, either may before the Notice of Award is given, request the apparent successful Bidder to submit an acceptable substitute without an 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 Rev 10/20/07 Section 00100 Page 4 The measurement for payment of unclassified excavation will be the total number of cubic yards of material excavated according to the final Drawings. Unclassified excavation shall consist of excavation of all materials on the site to final grades, excluding the bid items listed in Section 02220. Excavation of unsuitable material will only be paid for if it is found to be unsuitable in its original state. Unclassified excavation shall be measured from the drawings and cross sections, and the plan quantity will be paid for by the cubic yard. Muck excavation shall include excavation of unsuitable material and haul and disposal of unsuitable material. Muck excavation shall also include the cost of materials used to replace muck excavation. Muck excavation of material from rain or weather damage will not be paid for and is entirely the CONTRACTOR'S responsibility. This item will be measured in the field and will be paid for by the cubic yard. If unsuitable subgrade is encountered and the ENGINEER directs the CONTRACTOR to overexcavate the material, the CONTRACTOR shall use uniformly graded 1 1/2" rock. This item will be measured in the field and will be paid by the cubic yard per ticket of material used. Embankment (Complete In Place) shall include all excavated material, which is placed as embankment and compacted to final grades as specified in Section 02315. This item shall include placement and compaction of excavated material that has been determined as suitable from the on -site excavations. This item will be measured from the drawings and cross sections and the plan quantity will be paid for by the cubic yard. Pay Item Pnv Unit Unclassified Excavation CY Muck Excavation CY Embankment (Complete In Place) CY 10. 24-Inch Reinforced Concrete Pipe The measurement for payment of pipe will be the actual number of linear feet of pipe installed, completed in place, measured along the center line of the pipe from inside the face of manhole to inside face of manhole, from inside face of manhole to given station, from given station to given station, or from center of manhole to center of manhole with deductions made of the internal diameter or dimensions of manholes or structures. The unit price bid per linear foot of pipe shall include all of the CONTRACTOR's costs of whatsoever nature required for constructing the specific pipeline. The price bid shall include: locating and protection of the existing utilities in and along the pipe length; removing and disposing of existing pipeline as required; furnishing, transporting, and installing all pipe and materials; adjusting location of existing small utilities, and valves; tapping and/or connecting to pipes or structures, and furnishing and installing fittings or specials not otherwise provided for elsewhere in the Documents; and jointing RRF Outlet Pipe 01270-4 Measurement and Payment materials including: O-rings, gaskets, bolts, concrete collars, connecting bands and other miscellaneous items as required to construct the specific pipeline; excavation; constructing the specific bedding including the furnishing, placing, and compacting of sand, gravel and rock, as required for bedding, protective coatings or wrapping; pipe casings backfilling including the furnishing, transporting, and placing; method of backfill and compaction as specified; trench supporting; protection of aboveground and underground utilities and service connections; disposal of debris, and damaged materials; testing; inspection; and, all other related and necessary materials, work, and equipment required to construct a complete operable pipeline in accordance with the Drawings and Specifications. Pay Item Pay Unit 24-inch RCP LF 11. 48-Inch Diameter Manhole The measurement for payment for the construction of the specified manhole will be the individual structure, complete, and in place. The unit price bid per manhole shall include all of the CONTRACTOR'S costs of whatsoever nature. The price bid shall include: furnishing, transporting, and installing all materials; sheeting and/or bracing; concrete; reinforcement precast cones or flattop; brick, mortar, plastic joint sealant and grout; manhole steps, ring and cover; watertight manhole frame and bolted lid where required; constructing and shaping of the base invert including all pipe incorporated within the manhole; construction of required stub -outs and connections including pipe and plugs; removal of all sod and other surfacing material outside of the prescribed trench width; backfilling and compaction; furnishing and compacting imported backfill material if no suitable on -site material is available; and, all other related and necessary materials, work, and equipment required to install the manhole complete in accordance with the Drawings and Specifications. Pay Item Pay Unit 48-Inch Diameter Manhole EA 12. Sand Cutoff Wall The measurement for payment of the sand cutoff wall will be the total number of cubic yards of sand required to be placed as specified on the Drawings or as otherwise directed by the Engineer. The unit bid price shall include all of the CONTRACTOR'S costs of whatsoever nature. The price bid shall include: excavation and backfill; furnishing and placing sand for the cutoff wall; and all other necessary materials, work, and equipment required to construct the cutoff wall in accordance with the Drawings and Specifications. RRF Outlet Pipe 01270-5 Measurement and Payment Pay Item Pav Unit Sand Cutoff Wall CY 13. Concrete Headwall and Slidegate The measurement for payment for the construction of the specified structure will be the individual structure, complete and in place. The unit price bid per structure shall include all of the CONTRACTOR'S costs of whatsoever nature. The unit price bid shall include: furnishing, transporting, and installing all materials; sheeting and/or bracing; concrete; joint sealant and grout; reinforcing; irrigation slidegate and rails; removal of all surfacing material outside of the prescribed trench width; backfilling and compaction; furnishing and compacting imported backfill material if no suitable on -site material is available; and, all other related and necessary materials, work, and equipment required to construct the structure complete in accordance with the Drawings and Specifications and as implied by the Contract Documents. Pay Item Pay Unit Headwall and Slidegate for 24-inch Reinforced Concrete Pipe EA 14. Rfprap (Class 9) The measurement for payment of riprap will be the total number of cubic yards of riprap required to be placed as specified on the Drawings or as otherwise directed by the ENGINEER. Measurement does not include the thickness of the bedding. The unit price bid per cubic yard of riprap placed shall include all of the CONTRACTOR'S costs of whatsoever nature. The item shall include: furnishing, transporting, and placing all riprap; excavation, compaction, backfilling, removal and disposal of excavations and debris; Type II bedding material; geotextile fabric; compacted fill required to bury riprap; and all other related and necessary materials, work, and equipment required to place the riprap in accordance with the Drawings and Specifications. Pay Item Pav Unit Riprap (Class 12) CY 15. Miscellaneous Metals - Trash Racks The measurement for payment for the construction of the specified trash racks will be on a lump sum basis for the individual structures, complete, and in place. The lump sum price bid per trash rack shall include all of the CONTRACTOR's costs of whatsoever nature. The price bid shall include: furnishing all materials RRF Outlet Pipe 01270-6 Measurement and Payment 16. 17 113 necessary to fabricate the trash racks; fabrication; coating; and, all other related and necessary materials, work, and equipment required to install the trash racks complete in accordance with the Drawings and Specifications. Pay Item Pav Unit Miscellaneous Metals - Trash Racks LS Landscape - Ground Preparation and Seeding Measurement for payment for ground preparation and seeding of the disturbed areas of the project shall be based on acres or parts thereof which are seeded and crimped with certified straw in accordance with the project specifications. The acre unit cost shall include all of the CONTRACTOR'S costs including all labor, materials and equipment needed to fine grade, drill seed, and crimp straw in order to reseed all disturbed areas. Payment for this item shall be made based on the actual quantity of work complete at the time of each monthly progress payment. Pay Item Pav Unit Ground Preparation and Seeding ACRE Erosion Control — Temporary Coffer Dam No unit measurement for payment will be made for this work. Work includes all equipment, labor and materials required for the construction and maintenance of the coffer dam at the pipe outlet. Item includes removal of coffer dam at the conclusion of work under this contract. Measurement for payment for the construction of the coffer dam shall be the entire coffer dam complete and in place. Pay Item Pav Unit Coffer Dam Erosion Control - Silt Fence EA The measurement for payment of silt fence will be the actual number of linear feet of silt fence installed. The work includes all equipment, labor, materials, maintenance, and all incidentals necessary to prepare, implement, maintain, remove the silt fence upon completion of construction, repair and reseed ground along fence line, in accordance with the Drawings. Pay Item Pay Unit Silt Fence Log RRF Outlet Pipe 01270-7 Measurement and Payment 19. Erosion Control — Sediment Trap/In Channel BMP The measurement for payment of the sediment trap will be on a unit basis. Payment will be made for each trap furnished, placed, and maintained. The work includes all equipment, labor, materials, maintenance and all incidentals necessary to prepare, implement, maintain, and ultimately remove the trap in accordance with the Drawings and Specifications. Pay Item Pav Unit Sediment Trap/In Channel BMP EA END OF SECTION RRF Outlet Pipe 01270-8 Measurement and Payment SECTION 01310 PROJECT MEETINGS PART1 GENERAL 1.01 SECTION INCLUDES A. Pre -Construction Conference: A Pre -Construction Conference will be held after the Notice of Award and before the Notice to Proceed. The conference shall be attended by: CONTRACTOR and CONTRACTOR's Superintendent 2. CONTRACTOR's and Subcontractors 3. ENGINEER 4. OWNER 5. Others as requested by the CONTRACTOR, OWNER, or ENGINEER. Unless previously submitted to the OWNER, the CONTRACTOR shall bring to the conference a tentative schedule of the construction project, including the scheduled shop drawings and other submittals. The purpose of the conference is to designate responsible personnel and establish a working relationship. Matters requiring coordination will be discussed and procedures for handling such matters established. The agenda will include: L CONTRACTOR's tentative Schedule 2. Permit applications and submittals, including 404 Permit (to be obtained by Owner), 402 Permit, Erosion and Sediment Control Plan, Stormwater Management Plan (SWMP), and Traffic Control Plan 3. Transmittal, review and distribution of CONTRACTOR's submittals 4. Processing applications for payment 5. Maintaining record documents 6. Critical work sequencing 7. Field decision and change orders 8. Use of premises, office and storage areas, staging area, security, housekeeping, and OWNER's needs 9. CONTRACTOR's assignment of safety and first aid RRF Outlet Pipe 01310-1 Project Meetings B. Construction Progress Meetings: Progress meetings will be conducted weekly or at some other frequency, if approved by the OWNER, ENGINEER and CONTRACTOR. These meetings shall be attended by the OWNER, the ENGINEER, the CONTRACTOR's representative and any others invited by these people. The ENGINEER will conduct the meeting and the ENGINEER will arrange for keeping the minutes and distributing the minutes to all persons in attendance. The agenda of these project meetings will include construction progress, the status of submittal reviews, the status of information requests, critical work sequencing, review of strategies for connections into existing facilities, status of field orders and change orders, and any general business. PART 2 PRODUCTS (Not Applicable) PART 3 EXECUTION (Not Applicable) END OF SECTION RRF Outlet Pipe 01310-2 Project Meetings SECTION 01320 CONSTRUCTION SCHEDULES PART1 GENERAL 1.01 SECTION INCLUDES A. Prepare detailed schedule of all construction operations and procurements to be reviewed by parties attending the preconstruction conference. The schedule shall be approved by the OWNER and ENGINEER prior to Notice to Proceed. 1.02 FORMAT AND SUBMISSIONS A. Prepare construction and procurement schedules in a graphic format suitable for displaying scheduled and actual progress. The construction schedule shall clearly identify the critical path for the project and shall also identify all critical procurement items. B. Submit four (4) copies of each schedule to the OWNER and ENGINEER for review. The ENGINEER will return one copy to the CONTRACTOR with revisions suggested or necessary for coordination of the Work with the needs of the OWNER or others. 1.03 CONTENT A. Construction Progress Schedule Show the complete work sequence of construction by activity and location. 2. Show the dates for the beginning and completion of major task items. At a minimum, show the following items: • Removal of vegetation. • Installation of the outlet pipe and headwalls. • Replacement of riprap on river bank • Revegetation 3. Show projected percentage of completion for each item as of the first day of the month. B. Report of delivery of equipment and materials. Show delivery status of critical and major items of equipment and materials. RRF Outlet Pipe 01320-1 Construction Schedules 2. Include a schedule which includes the critical path for Shop Drawings, tests, and other submittal requirements for equipment and materials. 1.04 PROGRESS REVISIONS A. Submit revised schedules and reports when changes are foreseen, when requested by OWNER or ENGINEER, and with each application for progress payment. B. Show changes occurring since previous submission. I . Actual progress of each item to date. 2. Revised projections of progress and completion. C. Provide a narrative report as needed to define: Anticipated problems, recommended actions, and their effects on the schedule. 2. The effect of changes on schedules of others. 1.05 OWNER'S RESPONSIBILITY A. OWNER's review is only for the purpose of checking conformity with the Contract Documents and assisting 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. PART 2 PRODUCTS (Not Applicable) PART 3 EXECUTION (Not Applicable) END OF SECTION RRF Outlet Pipe 01320-2 Construction Schedules SECTION 01330 SUBMITTALS PARTI GENERAL 1.01 SECTION INCLUDES A. Requirements: Where required by the Specifications, the CONTRACTOR shall submit descriptive information that will enable the ENGINEER to determine whether the CONTRACTOR's proposed materials, equipment, methods of work are in general conformance to the design concept and in accordance with the Drawings and Specifications. The information submitted may consist of drawings, specifications, descriptive data, certificates, samples, test results, product data, and such other information, all as specifically required in the Specifications. In some instances, specified submittal information describes some, but not all features of the material, equipment, or method of work. 2. The CONTRACTOR shall be responsible for the accuracy and completeness of the information contained in each submittal and shall assure that the material, equipment, or method of work shall be as described in the submittal. The CONTRACTOR shall verify that all features of all products conform to the requirements of the Drawings and Specifications. The CONTRACTOR shall ensure that there is no conflict with other submittals and notify the ENGINEER in each case where its submittal may affect the work of another CONTRACTOR or the OWNER. The CONTRACTOR shall ensure coordination of submittals among the related crafts and subcontractors. 3. Submittals will be reviewed for overall design intent and returned to CONTRACTOR with action to be indicated by the ENGINEER. It shall be the CONTRACTOR's responsibility to assure that previously accepted documents are destroyed when they are superseded by a resubmittal as such. 4. It shall be the CONTRACTOR's responsibility to ensure that required items are corrected and resubmitted. Any work done before approval shall be at the CONTRACTOR's own risk. B. Submittal Procedure: Unless a different number is called for in the individual sections, six (6) copies of each submittal and sample are required, four (4) of which will be retained by the ENGINEER. The CONTRACTOR shall receive two (2) copies in return. Faxed submittals will not be accepted. 2. Submittals that are related to or affect each other shall be forwarded simultaneously as a package to facilitate coordinated review. Uncoordinated submittals will be rejected. RRF Outlet Pipe 01330-1 Submittals subcontractor, supplier or other persons or organizations against whom he has reasonable objection The use of subcontractors listed by the Bidder and accepted by OWNER prior to the Notice of Award will be required in the performance of the Work 11 0 BID FORM 11 1 A copy of the Bid Form is bound in the Contract Documents which may be retained by the Bidder A separate unbound copy is enclosed for submission with the Bid 11 2 Bid Forms must be complete in ink or typed All lump sum prices on the form must be stated in words and numerals, in case of conflict words will take precedence Unit prices shall govern over extensions of sums 11 3 Bids by corporations must be executed in the corporate name by the president or a vice-president (or other appropriate officer accompanied by evidence of authority to sign) and the corporate seal shall be affixed and attested by the secretary or an assistant secretary The corporate address and state of incorporation shall be shown below the corporate name 11 4 Bids by partnerships must be executed in the partnership name and signed by a partner, his title must appear under his signature and the official address of the partnership must be shown below the signature 11 5 Bids by joint venture shall be signed by each participant in the joint venture or by an authorized agent of each participant The full name of each person or company interested in the Bid shall be listed on the Bid Form 11 6 The Bid shall contain an acknowledgement of receipt of all Addenda (the numbers of which must be filled in on the Bid Form) 11 7 No alterations in Bids, or in the printed forms therefore, by erasures, interpolations, or otherwise will be acceptable unless each such alteration is signed or initialed by the Bidder, if initialed OWNER may require the Bidder to identify any alteration so initialed 11 8 The address and telephone number for communications regarding the Bid shall be shown 12 0 BID PRICING Bids must be priced as set forth in the Bid Schedule or Schedules 13 0 SUBMISSION OF BIDS Rev 10/20/07 Section 00100 Page 5 If the items or system proposed are acceptable but the major part of the individual drawings or documents are incomplete or require revision, the submittal will be returned with requirements for completion. 4. The right is reserved for the ENGINEER to require submittals in addition to those called for in individual sections. 5. Submittals regarding material and equipment shall be submitted directly to the ENGINEER and will be accompanied by a transmittal form. A separate form shall be used for each specific item, class of material, equipment, and items specified in separate discrete sections for which the submittal is required. Submittals for various items shall be made with a single form when the items taken together constitute a manufacturer's package or are so functionally related that expediency indicates checking or review of the group or package as a whole. 6. A unique number, sequentially assigned, shall be noted on the transmittal form accompanying each item submitted. Original submittal numbers shall have the following format: "XXX-Y;" where "XXX" is the originally assigned submittal number and "Y" is a sequential letter assigned for resubmittals (i.e., A, B, or C being the first, second and third resubmittals, respectively). Submittal 25B, for example, is the second resubmittal of Submittal 25. If the CONTRACTOR proposes to provide material, equipment, or method of work that deviates from the Contract Documents, it shall indicate so under "deviations" on the transmittal form accompanying the submittal copies. 8. Submittals that do not have all the information required to be submitted, including deviations, are not acceptable and will be returned without review. C. Review Procedure: Submittals are specified for those features and characteristics of materials, equipment, and methods of operation that can be selected based on the CONTRACTOR's judgment of their conformance to the requirements of the Drawing and Specifications. Other features and characteristics are specified in a matter that enables the CONTRACTOR to determine acceptable options without submittals. The review procedure is based on the CONTRACTOR's guarantee that all features and characteristics not requiring submittals conform to the Drawings and Specifications. Review shall not extend to means, methods, techniques, sequences, or procedures of construction or to verifying quantities, dimensions, weights or gages, or fabrication processes (except where specifically indicated or required by the Specifications) of separate items, and as such, will not indicate approval of the assembly in which the item functions. 2. Unless otherwise specified, within twenty-one (21) calendar days after receipt of the submittal, the ENGINEER will review the submittal and return copies. The returned submittal will indicate one of the following actions: RRF Outlet Pipe 01330-2 Submittals a. If the review indicates that the material, equipment, or work method complies with the Specifications, submittal copies will be marked "NO EXCEPTIONS TAKEN". In this event, the CONTRACTOR may begin to implement the work method or incorporate the material or equipment covered by the submittal. b. If the review indicates limited corrections are required, copies will be marked "FURNISH AS NOTED". The CONTRACTOR may begin implementing the work method or incorporating the material and equipment covered by the submittal in accordance with the noted corrections. Where submittal information will be incorporated in Operation and Maintenance data, a corrected copy shall be provided. C. If the review indicates that the submittal is insufficient or contains incorrect data, copies will be marked "REVISE AND RESUBMIT". Except at its own risk, the CONTRACTOR shall not undertake work covered by this submittal until it has been revised, resubmitted and returned marked either "NO EXCEPTIONS TAKEN' or "FURNISH AS NOTED". d. If the review indicates that the material, equipment, or work method do not comply with the Specifications, copies of the submittal will be marked "REJECTED". Submittals with deviations that have not been identified clearly may be rejected. Except at its own risk, the CONTRACTOR shall not undertake the work covered by such submittals until a new submittal is made and returned marked either "NO EXCEPTIONS TAKEN" or "FURNISH AS NOTED". D. Drawing: 1. The term "shop drawings" includes drawings, diagrams, layouts, schematic, descriptive literature, illustrations schedules performance and test data, and similar materials furnished by CONTRACTOR to explain in detail specific portions of the work required by the Contract 2. CONTRACTOR shall coordinate all such drawings, and review them for legibility, accuracy, completeness and compliance with contract requirements and shall indicate this approval thereon as evidence of such coordination and review. Shop drawing submitted to the ENGINEER without evidence of CONTRACTOR's approval will be returned for resubmission. 3. Shop drawing shall be clearly identified with the name and project number of this contract, and references to applicable specification paragraphs and contract drawings. When catalog pages are submitted, applicable items shall be clearly identified. 4. CONTRACTOR shall stamp his approval on shop drawings prior to submission to the ENGINEER as indication of his checking and verification of dimensions and coordination with interrelated items. Stamp shall read: "(CONTRACTOR's Name) represents that we have determined and verified all field dimensions and measurements, field construction RRF Outlet Pipe 01330-3 Submittals criteria, materials, catalog numbers and similar data, and that we have checked with the requirements of the Specifications and Drawings, the Contract Documents, and General Conditions". Marks on drawings by CONTRACTOR shall not be in red. Any marks by CONTRACTOR shall be duplicated on all copies submitted. 5. If shop drawings show variations from contract requirements, CONTRACTOR shall describe such variations in writing, separate from the drawings, at time of submission. All such variations must be approved by the ENGINEER. If ENGINEER approves any such variations, he shall issue an appropriate contract modification, except that, if the variation is minor and does not involve a change in price or in time of performance, a modification need not be issued. 6. Should the CONTRACTOR propose any item on his shop drawings or incorporate an item into the work, and that item should subsequently prove to be defective or otherwise unsatisfactory, (regardless of the ENGINEER's preliminary review), the CONTRACTOR shall, at his own expense, replace the item with another item that will perform satisfactorily. E. Certificates: For those items called for in individual sections, furnish six (6) certificates of compliance from manufacturers or suppliers certifying that materials or equipment being furnished under the Contract comply with the requirements of these Specifications. F. Samples: Samples shall be sufficient in size to clearly illustrate functional characteristics and full range of color, texture, and pattern. G. Effect of Review of CONTRACTOR's Submittals: Review of drawings, data, methods of work, or information regarding materials or equipment the CONTRACTOR proposes to provide, shall not relieve the contractor of its responsibility for errors therein and shall not be regarded as an assumption of risks or liability by the ENGINEER or the OWNER, or by any officer or employee thereof, and the CONTRACTOR shall have no claim under the Contract on account of the failure or partial failure, of the method of work, material, or equipment so reviewed. A mark of "NO EXCEPTIONS TAKEN" or "FURNISH AS NOTED" shall mean that the OWNER has no objection to the CONTRACTOR, upon its own responsibility, using the plan or method of work proposed, or providing the materials or equipment proposed. RRF Outlet Pipe 01330-4 Submittals PART 2 PRODUCTS (Not Applicable) PART 3 EXECUTION (Not Applicable) END OF SECTION RRF Outlet Pipe 01330-5 Submittals THIS PAGE INTENTIONALLY LEFT BLANK. RRF Outlet Pipe 01330-6 Submittals SECTION 01425 STANDARD REFERENCES PART1 GENERAL 1.01 SECTION INCLUDES A. Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to the laws or regulations of any governmental authority, whether such reference be specific or by implication, shall mean the latest standard specification, manual, code, or laws or regulations in effect at the time of opening of Bids, except as may be otherwise specifically stated. However, no provision of any referenced standard, specifications manual or code (whether or not specially incorporated by reference in the Contact Documents) shall be effective to change the duties and responsibilities of OWNER, CONTRACTOR, or ENGINEER, or any of their consultants, agents or employees from those set forth in the Contract Documents, nor shall it be effective to assign to ENGINEER, or any of ENGINEER's Consultants, agents, or employees, any duty or authority to supervise or direct the furnishing or performance of the Work. Whenever used in the Contract Documents, the following abbreviations will have the meanings listed: AASHTO American Association of State Highway and Transportation Officials 444 North Capital Street, N.W., Suite 225 Washington, DC 20001 ACI American Concrete Institute P. O. Box 19150 Detroit, MI ACPA American Concrete Pipe Association AISC American Iron and Steel Institute 150 East 42nd Street New York, NY 10017 AISI American Iron and Steel Institute 150 East 42nd Street New York, NY 10017 ANSI American National Standards Institute, Inc. 1430 Broadway New York, NY 10017 AREMA American Railway Engineering and Maintenance -of -Way Association 8201 Corporate Drive, Suite 1125 Landover, MD 20785 ASCE American Society of Civil Engineers 345 East 47th Street RRF Outlet Pipe 01425-1 Standard References New York, NY 10017 ASTM American Society of Testing and Materials 1916 Race Street Philadelphia, PA 19103 BOCA Building Officials and Code Administrators 17926 Halstead Homewood, IL 60430 CISPI Cast Iron Soil Pipe Institute CRSI Concrete Reinforcing Steel Institute 180 North LaSalle Street Chicago, IL 60601 CSI Construction Specifications Institute DIPRA Ductile Iron Pipe Research Associations EPA Environmental Protection Agency FEDSPEC Federal Specifications General Services Administration Specification and Consumer Information Distribution Branch Washington Navy Yard, Building 197 Washington, DC 20407 FEDSTDS Federal Standards (see FEDSPEC) ICBO International Conference of Building Officials 5360 South Workman Mill Road Whittier, CA 90601 MIISPEC Military Specifications Naval Publications and Forms Center 5801 Tabor Avenue Philadelphia, PA 19120 NIST National Institute of Standards and Technology NPC National Plumbing Code NSC National Safety Council RRF Outlet Pipe 01425-2 Standard References OSHA Occupational Safety and Health Act U.S. Department of Labor Occupational and Health Administration San Francisco Regional Office 450 Golden Gate Avenue, Box 30617 PCA Portland Cement Association PCI Prestressed Concrete Institute PS Products Standards Section - U.S. Depart. of Commerce SSPC Steel Structures Painting Council SSPWC Standard Specifications for Public Works Construction Building News, Inc. 3055 Overhead Avenue Los Angeles, CA 90034 TCA Title Council of America UBC Uniform Building Code Published by ICBO UL Underwriter's Laboratory 207 East Ohio Street Chicago, IL 60611 UMC Uniform Mechanical Code Published by ICBO UPC Uniform Plumbing Code Published by IAPMO PART 2 PRODUCTS (Not Applicable) PART 3 EXECUTION (Not Applicable) END OF SECTION RRF Outlet Pipe 01425-3 Standard References THIS PAGE INTENTIONALLY LEFT BLANK. RRF Outlet Pipe 01425-4 Standard References SECTION 01450 MATERIALS TESTING PART1 GENERAL 1.01 SECTION INCLUDES A. Provide such equipment and facilities as are required 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 found to be acceptable. Any product which becomes unfit for use after approval thereof shall not be incorporated into the work. B. 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), and the American Association of Highway and Transportation Officials (AASHTO). C. Where additional or specific 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. 1.02 OWNER'S RESPONSIBILITIES A. The OWNER shall be responsible for and shall pay all costs in connection with the following testing: I . Soils compaction tests. 2. Trench backfill. 3. Tests not called for by the Specifications of materials delivered to the site. 4. Concrete tests. 1.03 CONTRACTOR'S RESPONSIBILITIES A. In addition to those inspections and tests called for in the General Conditions, CONTRACTOR shall also be responsible for and shall pay all costs in connection with testing required for the following: 1. Concrete materials and mix designs. 2. Gradation tests for embedment, fill and backfill materials. 3. All performance and field testing specifically called for by the Specifications. 4. All retesting for work or materials found defective or unsatisfactory, including tests covered under 1.02 above. RRF Outlet Pipe 01450-I Materials Testing 13 1 Bids shall be submitted at the time and place indicated in the Invitation to Bid and shall be enclosed in an opaque sealed envelope marked with the Project title Bid No , and name and address of the Bidder and accompanied by the Bid Security, Bid Form, Bid Bond Statement of Bidders Qualifications, and Schedule of Subcontractors as required in Section 00430 If the Bid is sent through the mail or other delivery system, the sealed envelope shall be enclosed in a separate envelope with the notation "BID ENCLOSED" on the face of it 13 2 Bids shall be deposited at the designated location prior to the time and date for receipt of Bids indicated in the Invitation to Bid or any extension thereof made by addendum Bids received after the time and date for receipt of Bids will be returned unopened Bidder shall assume full responsibility for timely delivery at the location designated for receipt of Bids 13 3 Oral, telephonic, telegraphic or facsimile Bids are invalid and will not receive consideration 13 4 No Bidder may submit more than one Bid Multiple Bids under different names will not be accepted from one firm or association 14 0 MODIFICATION AND WITHDRAWAL OF BIDS 14 1 Bids may be modified or withdrawn by an appropriate document duly executed (in a manner that a Bid must be executed) and delivered to the place where Bids are to be submitted at any time prior to the opening of Bids 14 2 Bids may also be modified or withdrawn in person by the Bidder or an authorized representative provided he can prove his identity and authority at any time prior to the opening of Bids 14 3 Withdrawn Bids may be resubmitted up to the time designated for the receipt of Bids provided that they are then fully in conformance with these Instructions to Bidders 15 0 OPENINGS OF BIDS Bids will be opened and (unless obviously non -responsive) read aloud publicly as indicated in the Invitation to Bid An abstract of the amounts of the Base Bids and major alternates (if any) will be made available after the opening of Bids 16 0 BIDS TO REMAIN OPEN SUBJECT TO ACCEPTANCE All Bids shall remain open for forty-five (45) days after the day Rev 10/20/07 Section 00100 Page 6 5. Water quality testing required by discharge permits. 1.04 TRANSMITTAL OF TEST REPORTS Written reports of tests and engineering data furnished by CONTRACTOR for ENGINEER's review of materials and equipment proposed to be used in the work shall be submitted as specified for Shop Drawings. The testing laboratory retained by the OWNER will furnish three (3) copies of a written report of each test performed by laboratory personnel in the field or laboratory. Two (2) copies of each test report will be transmitted to the ENGINEER and one (1) copy to the CONTRACTOR within seven (7) days after each test is completed. PART 2 PRODUCTS (Not Applicable) PART 3 EXECUTION (Not Applicable) END OF SECTION RRF Outlet Pipe 01450-2 Materials Testing SECTION 01555 TRAFFIC REGULATION PARTI GENERAL 1.01 SECTION INCLUDES A. Conformance: Latimer County Traffic Control Regulations, City of Fort Collins Work Area Traffic Control Handbook, Manual of Uniform Traffic Control Devices (U.S. Department of Transportation), or applicable statutory requirements of authority having jurisdiction. Fort Collins Handbook takes precedence over Manual of Uniform Traffic Control Devices. B. Operations on or about traffic areas and provisions for regulating traffic will be subject to the regulation of governmental agencies having jurisdiction over the affected areas. C. Keep traffic areas free of excavated material, construction equipment, pipe, and other materials and equipment. D. Keep fire hydrants and water control valves free from obstruction and available for use at all times. E. Conduct operations in a manner to avoid unnecessary interference with public and private roads and drives. 1.02 TRAFFIC CONTROL PLAN A. The Traffic Control Plan is to be used as a guideline for the CONTRACTOR. Adjustments to the approved plan may be required by the OWNER based on actual traffic operation. B. Traffic control shall be provided by the CONTRACTOR. 1.03 FLAGMEN A. Required where necessary to provide for public safety, or the regulation of traffic, or by jurisdictional authorities. B. Shall be properly equipped and certified by ATSSA. 1.04 WARNING SIGNS AND LIGHTS A. Provide barricades and warning signs for: I. Open trenches and other excavations. 2. Obstructions, such as material piles, equipment (moving or parked), piled embankment. B. Illuminate by means of warning lights all barricades and obstructions from sunset to sunrise. C. Protect roads and driveways by effective barricades on which are placed acceptable RRF Outlet Pipe 01555-1 Traffic Regulation warning signs. D. Barricades and warning signs must be acceptable to the ENGINEER. 1.05 PARKING A. The CONTRACTOR shall designate parking areas with the approval of the OWNER for the use of all construction workers and others performing work or furnishing services in connection with the project so as avoid interference with public traffic, OWNER's operations, or construction activities. 1.06 ROADWAY USAGE BETWEEN OPERATIONS A. At all times when work is not actually in progress, CONTRACTOR shall make passable and shall open to traffic such portions of the project and temporary roadways or portions thereof as may be agreed upon between CONTRACTOR and OWNER and all authorities having jurisdiction over any properties involved. 1.07 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 unit costs for the work items which will require work area safety control devices. PART 2 PRODUCTS (Not Applicable) PART 3 EXECUTION (Not Applicable) END OF SECTION RRF Outlet Pipe 01555-2 Traffic Regulation SECTION 01635 SUBSTITUTIONS AND PRODUCT OPTIONS PART1 GENERAL 1.01 SECTION INCLUDES A. Description: This section describes the procedure required by the CONTRACTOR for product substitutions. 2. Requests for Substitution: a. Base all bids on materials, equipment and procedures specified b. Certain types of equipment and kinds of material are described in specifications by means of trade names and catalog numbers, and/or manufacturer's names. Where this occurs, it is not intended to exclude from consideration such types of equipment and kinds of material bearing other trade names, catalog numbers and/or manufacturer's names, capable of accomplishing purpose of types of equipment or kinds of material specifically indicated. C. Other types of equipment and kinds of material may be acceptable to the OWNER and ENGINEER. d. Types of equipment, kinds of material and methods of construction, if not specifically indicated must be approved in writing by ENGINEER and the OWNER. 3. Submission of Requests for Substitution: a. After Notice to Proceed, the OWNER/ENGINEER will consider written requests for substitutions of products, materials, systems or other items. b. The ENGINEER reserves the right to require substitute items to comply color and pattem-wise with base specified items, if necessary to secure "design intent". C. Submit six (6) copies of request for substitution. Include in request: I) Complete data substantiating compliance of proposed substitute with Contract Documents. 2) For products: i. Product identification, including manufacturer's name. ii. Manufacturer's literature, marked to indicate specific model, type, size, and options to be RRF Outlet Pipe 01635-1 Substitutions and Product Options considered: Product description; performance and test data; reference standards; difference in power demand; dimensional differences for specified unit. iii. Name and address of similar projects on which product was used, date of installation, and field performance data. 3) For construction methods: Detailed description of proposed method. ii. Drawings illustrating methods. 4) Itemized comparison of proposed substitution with product or method specified. 5) Data relating to changes in construction schedule. 6) Relation to separate contracts. 7) Accurate cost data on proposed substitution in comparison with product or method specified. d. In making request for substitution, or in using an approved substitute item, Supplier/Manufacturer represents: 1) He has personally investigated proposed product or method, and has determined that it is equal or superior in all respects to that specified and that it will perform function for which it is intended. 2) He will provide same guarantee for substitute item as for product or method specified. 3) He will coordinate installation of accepted substitution into work, to include building modifications if necessary, making such changes as may be required for work to be complete in all aspects. 4) He waives all claims for additional costs related to substitution, which subsequently become apparent. 4. Substitutions: a. Request sufficiently in advance to avoid delay in construction. RRF Outlet Pipe 01635-2 Substitutions and Product Options 5. CONTRACTOR's Option: a. For products specified only by reference standards, select any product meeting standards by any manufacturer, indicate selected type in submission. b. For products specified by naming several products or manufacturers, select any product and manufacturer named, indicate selected type in submission. C. For products specified by naming one or more products, but indicating option of selecting equivalent products by stating "or equivalent" after specified product, CONTRACTOR must submit request, as required for substitution, for any product not specifically named. 6. Rejection of Substitution or Optional Item: a. Substitutions and/or options will not be considered if. - They are indicated or implied on shop drawings, or project data submittals, without formal request submitted in accordance with this section. PART 2 PRODUCTS (Not Applicable) PART 3 EXECUTION (Not Applicable) END OF SECTION RRF Outlet Pipe 01635-3 Substitutions and Product Options THIS PAGE INTENTIONALLY LEFT BLANK. RRF Outlet Pipe 01635-4 Substitutions and Product Options SECTION 01650 MATERIAL DELIVERY, STORAGE, AND HANDLING PART1 GENERAL 1.01 SECTION INCLUDES A. Equipment, products and materials shall be shipped, handled, stored, and installed in ways which will prevent damage to the items. Damaged items will not be permitted as part of the work except in cases of minor damage that have been satisfactorily repaired and are acceptable to the ENGINEER. PART 2 PRODUCTS (Not Applicable) PART 3 EXECUTION (Not Applicable) END OF SECTION RRF Outlet Pipe 01650-1 Material Delivery, Storage, and Handling THIS PAGE INTENTIONALLY LEFT BLANK. RRF Outlet Pipe 01650-2 Material Delivery, Storage, and Handling SECTION 01710 SITE CONDITIOP PART1 GENERAL 1.01 SECTION INCLUDES A. General: The CONTRACTOR acknowledges that he has satisfied himself as to the nature and location of the work, the general and local conditions, particularly those bearing upon access to the site; handling, storage, and disposal of materials; availability of water, electricity and roads; uncertainties of weather, river stages, water flow rates and levels in irrigation ditches and canals or similar physical conditions at the site; the conformation and conditions of the ground; the equipment and facilities needed preliminary to and during the execution of the work; and all other matters which can in any way affect the work or the cost thereof under this Contract. 2. The CONTRACTOR further acknowledges that he has satisfied himself as to the character, quality and quantity of surface and subsurface materials to be encountered from his inspection of the site and from reviewing any available records of exploratory work furnished by the OWNER or included in these Documents. Failure by the CONTRACTOR to acquaint himself with the physical conditions of the site and all the available information will not relieve him from responsibility for properly estimating the difficulty or cost of successfully performing the work. 3. The CONTRACTOR warrants that as a result of his examination and investigation of all the aforesaid data that he can perform the work in a good and workmanlike manner and to the satisfaction of the OWNER. The OWNER assumes no responsibility for any representations made by any of its officers or agents during or prior to the execution of this Contract, unless (1) such representations are expressly stated in the Contract, and (2) the Contract expressly provides that the responsibility therefore is assumed by the OWNER. PART2 PRODUCTS 2.01 INFORMATION ON SITE CONDITIONS A. Any information obtained by the ENGIIVEER regarding site conditions, subsurface information, groundwater elevations, existing construction of site facilities, and similar data will be available for inspection, as applicable, at the office of the ENGINEER upon request. Such information is offered as supplementary information only. Neither the ENGINEER nor the OWNER assumes any responsibility for the completeness or interpretation of such supplementary information. 1. Differing Subsurface Conditions: a. In the event that the subsurface or latent physical conditions are found materially different from those indicated in these Documents, and differing materially from those ordinarily encountered and generally RRF Outlet Pipe 01710-1 Site Conditions 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 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 Rev 10/20/07 Section 00100 Page 7 recognized as inherent in the character of work covered in these Contract Documents, the CONTRACTOR shall promptly, and before such conditions are disturbed, notify the ENGINEER in writing of such changed conditions. b. The ENGINEER will investigate such conditions promptly and following this investigation, the CONTRACTOR shall proceed with the work, unless otherwise instructed by the ENGINEER. If the ENGINEER finds that such conditions do so materially differ and cause an increase or decrease in the cost of or in the time required for performing the work, the ENGINEER will recommend to the OWNER the amount of adjustment in cost and time he considers reasonable. The OWNER will make the final decision on all Change Orders to the Contract regarding any adjustment in cost or time for completion. 2. Underground Utilities: a. Known utilities and structures adjacent to or encountered in the work are shown on the Drawings. The locations shown are taken from existing records and the best information available from existing utility plans, however, it is expected that there may be some discrepancies and omissions in the locations and quantities of utilities and structures shown. Those shown are for the convenience of the CONTRACTOR only, and no responsibility is assumed by either the OWNER or the ENGINEER for their accuracy or completeness. PART 3 EXECUTION 3.01 GENERAL A. Where the CONTRACTOR's operations could cause damage or inconvenience to railway, telegraph, telephone, television, oil, gas, electricity, water, sewer, or irrigation systems, the operations shall be suspended until all arrangements necessary for the protection of these utilities and services have been made by the CONTRACTOR. B. Notify all utility offices which are affected by the construction operation at least 48 hours in advance. Under no circumstances expose any utility without first obtaining permission from the appropriate agency. Once permission has been granted, locate, expose, and provide temporary support for all existing underground utilities. C. The CONTRACTOR shall protect all utility poles from damage. If interfering power poles, telephone poles, guy wires, or anchors are encountered, notify the ENGINEER and the appropriate utility company at least 48 hours in advance of construction operations to permit the necessary arrangements for protection or relocation of the interfering structure. D. The CONTRACTOR shall be solely and directly responsible to the owner and operators of such properties for any damage, injury, expense, loss, inconvenience, delay, suits, actions, or claims of any character brought because of any injuries or damage which may result from the construction operations under this Contract. E. Neither the OWNER nor its officers or agents shall be responsible to the CONTRACTOR for damages as a result of the CONTRACTOR's failure to protect RRF Outlet Pipe 01710-2 Site Conditions utilities encountered in the work. F. If the CONTRACTOR while performing the Contract discovers utility facilities not identified in the Drawings or Specifications, he shall immediately notify the OWNER, utility, and the ENGINEER in writing. G. In the event of interruption to domestic water, sewer, storm drain, or other utility services as a result of accidental breakage due to construction operations, promptly notify the proper authority. Cooperate with said authority in the restoration of service as promptly as possible and bear all costs of repair. H. The CONTRACTOR shall replace, at his own expense, any and all other existing utilities or structures removed or damaged during construction, unless otherwise provided for in these Contract Documents or ordered by the ENGINEER. 3.02 INTERFERING STRUCTURES A. The CONTRACTOR shall take necessary precautions to prevent damage to existing structures whether on the surface, aboveground, or underground. An attempt has been made to show major structures on the Drawings. The completeness and accuracy cannot be guaranteed, and it is presented simply as a guide to avoid known possible difficulties. 3.03 FIELD RELOCATION A. During the progress of construction, it is expected that minor relocations of the work will be necessary. Such relocations shall be made only by direction of the ENGINEER. If existing structures are encountered that prevent the construction, and that are not properly shown on the Drawings, notify the ENGINEER before continuing with the construction in order that the ENGINEER may make such field revision as necessary to avoid conflict with the existing structures. If the CONTRACTOR shall fail to so notify the ENGINEER when an existing structure is encountered, and shall proceed with the construction despite the interference, he shall do so at his own risk. 3.04 EASEMENTS A. Where portions of the work are located on public or private property, easements and permits will be obtained by the OWNER. Easements will provide for the use of the property for construction purposes to the extent indicated on the easements. Copies of these easements and permits are available upon request to the OWNER. It shall be the CONTRACTOR's responsibility to determine the adequacy of the easement obtained in every case and to abide by all requirements and provisions of the easement. The CONTRACTOR shall confine his construction operations to within the easement limits or make special arrangements with the property owners or appropriate public agency for the additional area required. Any damage to property, either inside or outside the limits of the easements provided by the OWNER, shall be the responsibility of the CONTRACTOR as specified herein. The CONTRACTOR shall remove, protect, and replace all fences or other items encountered on public or private property. Before final payment will be authorized by the ENGINEER, the CONTRACTOR will be required to furnish the OWNER with written releases from property owners orpublic agencies where side agreements or special easements have been made by the CONTRACTOR or where the CONTRACTOR's operations, for any reason, have not been kept within the construction right-of-way obtained by the OWNER. RRF Outlet Pipe 01710-3 Site Conditions B. It is anticipated that the required easements and permits will be obtained before construction is started. However, should the procurement of any easement or permit be delayed, the CONTRACTOR shall schedule and perform the work around these areas until such a time as the easement or perm t has been secured. 3.05 LAND MONUMENTS A. The CONTRACTOR shall notify the ENGINEER of any existing Federal, State, City, County, and private land monuments encountered. Private monuments shall be preserved, or replaced by a licensed surveyor at the CONTRACTOR's expense. When Government monuments are encountered, the CONTRACTOR shall notify the ENGINEER at least two (2) weeks in advance of the proposed construction in order that the ENGINEER will have ample opportunity to notify the proper authority and reference these monuments for later replacement. END OF SECTION RRF Outlet Pipe 01710-4 Site Conditions SECTION 01715 TREE, LANDSCAPE, VEGETATION, AND WETLAND PROTECTION PART] GENERAL 1.01 SECTION INCLUDES A. The work for this section consists of protecting existing trees, landscape, wetlands and adjacent vegetation. The CONTRACTOR must take special care to avoid damaging existing trees and vegetation in areas that do not need to be disturbed to complete construction. PART 2 PRODUCTS (Not Applicable) PART 3 EXECUTION 3.01 SUBMITTAL REQUIREMENTS A. The CONTRACTOR shall submit a plan for on -site haul of materials prior to construction. The plans shall include points of access to and from the site and shall show a workable system of on -site haul routes that protect existing landscaped and wetland areas. This plan shall be submitted to the ENGINEER for his review and comment prior to the commencement of any work. The plan will be discussed with the CONTRACTOR to insure protection of existing vegetation, but the ENGINEER shall not dictate haul routes or construction methods to the CONTRACTOR. Note that the Natural Resources Department may dictate haul routes within the city designated Natural area. 3.02 CONSTRUCTION REQUIREMENTS A. Protected areas will be marked in the field, one time, by the OWNER and ENGINEER. No access of construction vehicles or workers on foot is permitted through protected areas. No material shall be stockpiled; no equipment shall be parked or repaired within these areas. B. Trees and vegetation to be saved that do not fall within the limits of protected areas shall be marked one time in the field by the OWNER and ENGINEER. The CONTRACTOR shall erect fencing if there is risk of damage caused by construction operations. Vehicular and pedestrian traffic shall be limited to perforating work in areas marked. Through traffic, and stock piling of equipment and materials are not permitted within marked areas. C. No construction roads are to be created within the drop lines of any trees or other vegetation designated to be saved without approval of the ENGINEER. D. 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 (florescent orange in color) must be fixed in place around each tree for the duration of construction. This barrier will be placed no closer than 6 feet from the trunk, or 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 snow fence attached to T-posts driven into the ground, and must act as an effective deterrent to deliberate or accidental damage of each tree. Actual materials and location of barrier must be approved by the OWNER's RRF Outlet Pipe 01715-1 Tree, Landscape, Vegetation, and Wetland Protection representatives (i.e. Natural Resources and City Forester) and ENGINEER.The cost of these tree protection measures are to be bome solely by the CONTRACTOR. E. The movement or storage of equipment, material, debris, or fill within these required protective barriers is completely prohibited. F. Any trees damaged during construction shall be immediately repaired by an approved tree surgeon. Any tree judged by the ENGINEER to be damaged beyond repair shall be removed at the CONTRACTOR's expense. For each tree erroneously removed or damaged beyond repair, an assessment shall be immediately withheld from the CONTRACTOR's progress payments. This assessment shall be equal to the value of the tree prior to damage. This assessment shall be determined by a tree appraiser, selected by the OWNER and paid for by the CONTRACTOR. The cost for hiring the appraiser shall also be withheld from the CONTRACTOR's progress payments. In addition to the paying of the assessment, the CONTRACTOR shall replace each damaged tree per OWNER'S standards for tree mitigation. G. The CONTRACTOR shall pay an assessment if he disturbs any grasses, shrubs and/or cattails located within the protected areas. The assessment shall not exceed one dollar ($1.00) per square foot of disturbance, and will be immediately withheld from the CONTRACTOR's progress payments. In addition to the paying of the assessment, the damaged vegetation shall be replaced with an equal value per square foot of damage. Replacements shall be planted in accordance with the provisions outlined in these Specifications. Damaged wetland areas shall be replaced and then seeded with a wetland seed mix in accordance with these Specifications or as directed by the ENGINEER. END OF SECTION RRF Outlet Pipe 01715-2 Tree, Landscape, Vegetation, and Wetland Protection SECTION 01720 FIELD ENGINEERING AND SURVEYING PART GENERAL 1.01 SECTION INCLUDES A. Surveying: The CONTRACTOR will provide construction surveying for the project. 2. 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 reestablishing a destroyed monument. 6. The CONTRACTOR shall be responsible for transferring the information from the construction staked to any necessary forms and for constructing all pipelines, drainage ways, pavements, inlets, walls, and other structures in accordance with the information on the stakes and grade sheets supplied by the OWNER. B. Supervision: The CONTRACTOR shall have supervision, knowledge of the project requirements and proper installation, and construction procedures, available in the field at all times that work is progressing. PART 2 PRODUCTS (Not Applicable) PART 3 EXECUTION (Not Applicable) END OF SECTION THIS PAGE INTENTIONALLY LEFT BLANK. RRF Outlet Pipe 01720-1 Field Engineering and Surveying SECTION 01745 ENVIRONMENTAL CONTROLS PART1 GENERAL 1.01 SECTION INCLUDES A. The work of this section consists of obtaining permits and providing environmental controls consistent with regulatory permits through the duration of the work required under this project. PART PRODUCTS 2.01 MATERIALS A. Dust Control: Dust control agents may be necessary in addition to wetting down with water. Dust control agents may be used only after prior approval by the OWNER. PART 3 EXECUTION 3.01 Dust Control Application: A. The CONTRACTOR shall execute work by methods to minimize raising dust from construction operations. B. The CONTRACTOR shall provide and apply dust control at all times, including evenings, holidays and weekends, as required to abate dust nuisance on and about the site that is a direct result of construction activities. The use of non -approved chemicals, oil, or similar palliatives will not be allowed. Dust control agents may be used only after prior approval of the OWNER. The CONTRACTOR shall be required to provide sufficient quantities of equipment and personnel for dust control sufficient to prevent dust nuisance on and about the site. C. The OWNER will have authority to order dust control work whenever in its opinion it is required, and there shall be no additional cost to the OWNER. The CONTRACTOR shall be expected to maintain dust control measures effectively whether the OWNER or ENGINEER specifically orders such Work. 3.02 PRESERVATION OF NATURAL FEATURES A. Confine operations as much as possible. Exercise special care to maintain natural surroundings in an undamaged condition. Within the work limits, barricade trees, rock outcroppings, and natural features to be preserved. 3.03 HOUSEKEEPING A. Keep project neat, orderly, and in a safe condition at all times. Store and use equipment, tools, and materials in a manner that does not present a hazard. RRF Outlet Pipe 01745-1 Environmental Controls Immediately remove all rubbish. Do not allow rubbish to accumulate. Provide on - site containers for collection of rubbish and dispose of it at frequent intervals during progress of work. 3.04 DISPOSAL A. Disposal of Waste (Unsuitable) Materials: All material determined by the ENGINEER to be waste will be disposed of in approved landfill in a manner meeting all regulations. Dispose of waste materials, legally, at public or private dumping areas. Do not bury wastes inside of the limits of construction. All. costs for dump fees, permits, etc., to be borne by the CONTRACTOR. B. Disposal of Garbage and Other Construction Materials: Provide sanitary containers/dumpsters and haul away contents such that no overflow exists. C. Excess excavation shall become the property of the CONTRACTOR and shall be legally disposed of by him outside the limits of construction to an approved disposal site. Excess excavated material suitable for backfill shall not be disposed of until all backfill operations are complete. D. The CONTRACTOR is to immediately inform ENGINEER of any hazardous materials encountered during construction. Dispose of waste materials legally at private or public facilities. 3.05 BURNING A. No burning of debris will be permitted. 3.06 WATER CONTROL A. The project work is located within a natural drainage course is subject to periodic flooding due to rainfall and snowmelt, flows for adjacent developed areas and storm water pipes and ground water flows from saturated soils or other ground water sources. Refer to Section 02240 for Water Control and Dewatering requirements. 3.07 NOISE CONTROL A. All mechanical equipment shall be equipped with the best available mufflers to reduce noise. The CONTRACTOR shall be responsible for obtaining any necessary permits and shall limit noise to the permitted levels. Noise level monitoring shall be performed by the CONTRACTOR as necessary to show that the permitted levels are not being exceeded. 3.08 PERMITS A. All work must be performed in accordance with all applicable regulatory permits. It shall be the responsibility of the CONTRACTOR to obtain a Groundwater Discharge (402) Permit from the Colorado Department of Public Health and Environment for any dewatering operations that will be discharged into any RRF Outlet Pipe 01745-2 Environmental Controls drainageways, open channels, or irrigation ditches. The CONTRACTOR shall be responsible for any testing required under the 402 Permit. It shall also be the responsibility of the CONTRACTOR to apply for and obtain a State of Colorado Stormwater Discharge Permit and to prepare and gain approval of a Stormwater Management Plan (SWMP). All costs for this permit shall be the responsibility of the CONTRACTOR. B. The OWNER will obtain the following permits: 404 permit City of Fort Collins and/or Latimer County Floodplain Permit C. It shall be the responsibility of the CONTRACTOR to prepare and obtain an approved Erosion and Sediment Control Plan from the OWNER. The CONTRACTOR must obtain all other applicable permits. END OF SECTION RRF Outlet Pipe 01745-3 Environmental Controls THIS PAGE INTENTIONALLY LEFT BLANK. RRF Outlet Pipe 01745-4 Environmental Controls 17 6 If the Contract is to be awarded OWNER will give the Successful Bidder a Notice of Award within forty-five (45) days after the date of the Bid opening 18 0 CONTRACT SECURITY The General Conditions and the Supplementary Conditions set forth OWNER's requirements as to performance and other Bonds When the Successful Bidder delivers the executed Agreement to the OWNER, it shall be accompanied by the required Contract Security 19 0 SIGNING OF AGREEMENT When OWNER gives a Notice of Award to the Successful Bidder, it will be accompanied by the required number of unsigned counterparts of the Agreement with all other written Contract Documents attached Within fifteen (15) days thereafter, CONTRACTOR shall sign and deliver the required number of counterparts of the Agreement and attached documents to OWNER with the required Bonds Within ten (10) days thereafter, OWNER shall deliver one fully signed counterpart to CONTRACTOR Each counterpart is to be accompanied by a complete set of the Drawings with appropriate identification 20 0 TAXES OWNER is exempt from Colorado State Sales and Use Taxes on materials and equipment to be incorporated in the Work Said taxes shall not be included in the Contract Price Reference is made to the General and Supplementary Conditions 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 Rev 10/20/07 Section 00100 Page 8 SECTION 01780 CONTRACT CLOSEOUT PART1 GENERAL 1.01 SECTION INCLUDES A. The following project closeout procedure defines the responsibilities of the CONTRACTOR, OWNER, and ENGINEER in closing the project: Step 1: CONTRACTOR advises the ENGINEER in writing that he has reached "Substantial Completion" and provides a list of items to be completed or corrected. Closeout may be conducted by areas or portions of the work if requested by the OWNER. Step 2: ENGINEER inspects the work to determine if it is substantially complete, and issues a Certificate of Substantial Completion plus a "Punch List" of items to be completed or corrected. Substantial Completion - Definition I. Reference General Conditions, Substantial Completion Step 3: CONTRACTOR completes and/or corrects all punch list items and notifies the ENGINEER in writing that his work is ready for final inspection. At this time, a final application for payment is submitted. Step 4: ENGINEER makes final inspection. When the work is found to be acceptable under the Contract Documents, and the Contract fully performed, the ENGINEER will issue a final Certificate for Payment. B. Final Paperwork: Prior to Final Payment and Acceptance, the CONTRACTOR shall deliver the following items to the ENGINEER: 1. CONTRACTOR's Two -Year Correction Period. 2. All Guarantees, Warranties and Submittals, as specified. 3. Receipts for Extra Materials Delivered to the OWNER. 4. Final Application for Payment. 5. Consent of Surety to Final Payment. 6. CONTRACTOR's Affidavit of Release of Liens. 7. Releases from Property Owners for Special Easements. 8. Project Record Documents. RRF Outlet Pipe 01780-1 Contract Closeout 9. Red -lined as -built drawings (a.k.a. "Drawings of Record" or "Record Drawings"). C. Definition for Substantial Completion 1. All of the following work must be complete: a. Pipe and headwalls and gates are complete and in place. b. All final grading complete over the new pipe. d. All buried riprap in place, and all ground preparation and seeding complete. D. Definition for Final Completion 1. All Work must be complete for Final Completion. PART 2 PRODUCTS (Not Applicable) PART 3 EXECUTION (Not Applicable) END OF SECTION RRF Outlet Pipe 01780-2 Contract Closeout DIVISION 2 — SITE WORK SECTION 02230 SECTION 02235 SECTION 02240 SECTION 02315 SECTION 02320 SECTION 02370 SECTION 02375 SECTION 02610 SECTION 02635 SECTION 02920 SECTION 02921 RRF Outlet Pipe CLEARING AND GRUBBING TOP SOIL WATER CONTROL AND DEWATERING EXCAVATION AND EMBANKMENT TRENCH EXCAVATION AND BACKFILL EROSION AND SEDIMENT CONTROL RIPRAP AND BEDDING REINFORCED CONCRETE PIPE MANHOLE STRUCTURES GRASSES GROUND PREPARATION FOR SEEDING SECTION 02230 CLEARING AND GRUBBING PARTI GENERAL 1.01 SECTION INCLUDES A. This work consists of clearing, grubbing, removing, and disposing of vegetation and debris within the limits of the project site as shown on the Drawings and as required by the Work. Vegetation and objects designated to remain shall be preserved free from injury or defacement. 1.02 RELATED SECTIONS A. Section 02315 - Excavation and Embankment PART 2 PRODUCTS (Not Applicable) PART 3 EXECUTION 3.01 CONSTRUCTION REQUIREMENTS A. The OWNER will designate all trees, shrubs, plants, and other objects to remain. Any object that is designated to remain and is damaged shall be repaired or replaced as directed by the OWNER, at the CONTRACTOR's expense. Clearing and grubbing shall extend to the toe of fill or the top of cut slopes, unless otherwise designated. All surface objects, trees, stumps, roots, and other protruding obstructions not designated to remain shall be cleared and grubbed, including mowing, as required. Undisturbed stumps, roots, and nonperishable solid objects located two feet or more below subgrade or embankment slope may remain in place. In areas to be rounded at the tops of backslopes, stumps shall be removed to at least two feet below the surface of the final slope line. Except in areas to be excavated, all holes resulting from the removal of obstructions shall be backfilled with suitable material and compacted in accordance with Section 02315. No material or debris shall be disposed of within the project limits. All cleared timber shall be removed from the project and shall become the property of the CONTRACTOR. All trimming shall be done in accordance with good tree surgery practices. The maximum tree diameter included for removal in this section shall be 12 inches. The CONTRACTOR shall scalp the areas within the excavation or embankment grading limits. Scalping shall include the removal from the ground surface of sawdust, and other vegetation matter. END OF SECTION RRF Outlet Pipe 02230-1 Clearing and Grubbing THIS PAGE INTENTIONALLY LEFT BLANK. RRF Outlet Pipe 02230-2 Clearing and Grubbing SECTION 02235 TOPSOIL PART1 GENERAL 1.01 SECTION INCLUDES A. This work consists of stripping, salvaging and stockpiling topsoil, and excavating suitable topsoil from stockpiles, contractor sources, available sources, or from the approved natural ground cover to place on designated areas. It shall include the placing of topsoil upon constructed cut and fill slopes after grading operations are completed. 1.02 RELATED SECTIONS A. Section 02230 —Clearing and Grubbing B. Section 02315 — Excavation and Embankment PART PRODUCTS 2.01 MATERIALS A. Topsoil shall consist of loose friable loam free of subsoil, refuse, stumps, roots, rocks, brush, weeds, heavy clay, hard clods, toxic substances, or other material which would be detrimental to its use on the project. Topsoil shall consist of natural on -site ground cover or hauled material from off -site sources. Wetland topsoil material shall consist of moist organic soil, including any existing wetland vegetation and seeds, to be excavated from areas as shown on the plans or as directed by the ENGINEER or OWNER. PART EXECUTION 3.01 CONSTRUCTION REQUIREMENTS A. Topsoil within the limits of the project shall be salvaged prior to beginning hauling, excavating, or fill operations by excavating and stockpiling the material at designated locations in a manner that will minimize sediment damage, and not obstruct natural drainage. Topsoil shall be placed directly upon completed cut and fill slopes whenever conditions and the progress of construction will permit. B. No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport by surface roughening, watering, and perimeter silt fencing. Any soil stockpile remaining after 30 days shall be seeded and mulched. C. Topsoil shall be placed at locations and to a thickness of not less than 4 inches and shall be keyed to the underlying material by the use of harrows, rollers, or other suitable equipment. RRF Outlet Pipe 02235-1 Topsoil Water shall be applied to the topsoil as designated in the Contract, in a fine spray by nozzles or spray bars so the topsoil areas will not be washed or eroded. Salvaged topsoil exceeding the quantity required under the Contract shall be disposed of at the CONTRACTOR'S expense. END OF SECTION RRF Outlet Pipe 02235-2 Topsoil SECTION 02240 WATER CONTROL AND DEWATERING PART1 GENERAL 1.01 SECTION INCLUDES A. The work of this section consists of controlling groundwater, site drainage, and storm flows during construction. The CONTRACTOR is cautioned that the work involves construction in and around drainage channels, local streams or rivers, and areas of local drainage. These areas are subject to frequent periodic inundation. 1.02 RELATED SECTIONS A. Section 02315 — Excavation and Embankments PART2 PRODUCTS 2.01 MATERIALS A. On -site materials maybe used within the limits of construction to construct temporary dams and berms. The materials such as plastic sheeting, sand bags, and storm sewer pipe may also be used if desired by the CONTRACTOR. PART 3 EXECUTION 3.01 CONSTRUCTION REQUIREMENTS A. General: For all excavation, the CONTRACTOR shall provide suitable equipment and labor to remove water, and he shall keep the excavation dewatered so that construction can be carried on under dewatered conditions where required by the Drawings and Specifications. Water control shall be accomplished such that no damage is done to adjacent channel banks or structures. The CONTRACTOR is responsible for investigating and familiarizing himself with all site conditions that may affect the work including surface water, level of groundwater and the time of year the work is to be done. All excavations made as part of dewatering operations shall be backfilled with the same type material as was removed and compacted to 95% of Maximum Standard Proctor Density (ASTM D698) except where replacement by other materials and/or methods are required. The cost for this excavation and backfilling shall be included in the Construction Dewatering bid item. The CONTRACTOR shall conduct his operation in such a manner that storm or other waters may proceed uninterrupted along their existing drainage courses. By submitting a bid, the CONTRACTOR acknowledges that he has investigated the risk arising from such waters and has prepared his bid accordingly, and assumes all of said risk. At no time during construction shall the CONTRACTOR affect existing surface or subsurface drainage patterns of adjacent property. Any damage to adjacent property resulting from the CONTRACTOR's alteration of surface or subsurface drainage patterns shall be repaired by the CONTRACTOR at no additional cost to the OWNER. CONTRACTOR shall remove all temporary water control facilities when they are no longer needed or at the completion of the project. RRF Outlet Pipe 02240-1 Water Control and Dewatering Pumps and generators used for dewatering and water control shall be quiet equipment enclosed in sound deadening devices. B. Surface Water Control: Surface water control generally falls in to the following categories: 1. Normal low flows along the channel; 2. Storm/flood flows along the channel; 3. Flows from existing storm drain pipelines; and, 4. Local surface inflows not conveyed by pipelines. The CONTRACTOR shall coordinate, evaluate, design, construct, and maintain temporary water conveyance systems. These systems shall not worsen flooding, alter major flow paths, or worsen flow characteristics during construction. The CONTRACTOR is responsible to ensure that any such worsening of flooding does not occur. The CONTRACTOR is solely responsible for determining the methods and adequacy of water control measures. At a minimum, the CONTRACTOR will be responsible for diverting the quantity of surface flow around the construction area so that the excavations will remain free of surface water for the time it takes to install these materials, and the time required for curing of any concrete or grout. The CONTRACTOR is cautioned that the minimum quantity of water to be diverted is for erosion control and construction purposes and not for general protection of the construction -site. It shall be the CONTRACTOR's responsibility to determine the quantity of water which shall be diverted to protect his work from damage caused by storm water. The CONTRACTOR shall, at all times, maintain a flow path for all channels. Temporary structures such as berms, sandbags, pipeline diversions, etc., may be permitted for the control of channel flow, as long as such measures are not a major obstruction to flood flows, do not worsen flooding, or alter historic flow routes. C. Groundwater Control: The CONTRACTOR shall install adequate measures to maintain the level of groundwater below the foundation subgrade elevation and maintain sufficient bearing capacity for all structures, pipelines, earthwork, and rock work. Such measures may include, but are not limited to, installation of perimeter subdrains, pumping from drilled holes or by pumping from sumps excavated below the subgrade elevation. The foundation bearing surfaces are to be kept dewatered and stable until the structures or other types of work are complete and backfilled. Disturbance of foundation subgrade by CONTRACTOR operations shall not be considered as originally unsuitable foundation subgrade and shall be repaired at CONTRACTOR's expense. Any temporary dewatering trenches or well points shall be restored following dewatering operations to reduce permeability in those areas as approved by the ENGINEER. CONTRACTOR is to restore any areas disturbed by the dewatering operations to their original condition. RRF Outlet Pipe 02240-2 Water Control and Dewatering D. Contaminated Groundwater Control: CONTRACTOR shall not discharge contaminated water exceeding local, State and/or Federal limits to above ground channels or watercourses. END OF SECTION RRF Outlet Pipe 02240-3 Water Control and Dewatering Any Bid deemed by the City in its sole discretion to be a collusive or sham Bid will be rejected and reported to authorities as such Your authorized signature of this Bid assures that such Bid is genuine and is not a collusive or sham Bid 24 0 BID RESULTS For information regarding results for individual Bids send a self-addressed self -stamped envelope and a Bid tally will be mailed to you Bid results will be posted in the Purchasing office seven (7) days after the Bid Opening END OF SECTION Rev 10/20/07 Section 00100 Page 9 THIS PAGE INTENTIONALLY LEFT BLANK. RRF Outlet Pipe 02240-4 Water Control and Dewatering SECTION 02315 EXCAVATION AND EMBANKMENT PART GENERAL 1.01 SECTION INCLUDES A. This work shall consist of excavation, embankment fill, disposal of excess material, shaping, and compaction of all material encountered within the limits of work, including excavation and backfill for structures. The excavation shall include, but is not limited to, the native soils which must be excavated for the project work. All work shall be completed in accordance with these Specifications and the lines and grades on the Drawings. 1.02 DEFINITIONS A. Unclassified Excavation shall consist of the excavation of all materials on site to final grades, excluding the bid items included in Section 02220. Excavation of unsuitable material will only be paid for if it is found to be unsuitable in its original state. B. Muck Excavation shall consist of the removal and disposal of mixtures of soils and organic matter not suitable for foundation material and replacement with approved material. Material damaged due to rain or weather will not be paid for as Muck excavation and is entirely the responsibility of the CONTRACTOR. C. Rock Excavation shall consist of igneous, metamorphic and sedimentary rock which cannot be excavated without the use of rippers, and all boulders or other detached stones each having a volume of 1/2 cubic yard or more, as determined by physical or visual measurement. It shall also include replacement with approved material as required. D. Embankment (Complete in Place): shall consist of placing all excavated material, except material being hauled and disposed, as embankment and compacted to final grades as specified in the Contract Documents and on the Drawings. 1.03 DESCRIPTION A. This work shall consist of excavation, disposal, placement, and compaction of all material encountered within the limits of the work, and not being completed under some other item, necessary for the construction of the project in accordance with the Specifications and the lines, grades, and typical cross -sections shown on the Drawings. All excavation will be classified, "unclassified excavation", or "muck excavation' or "rock excavation', as hereafter described. All embankment will be classified "embankment material' as hereafter described. 1.04 RELATED SECTIONS A. Section 02230 — Clearing and Grubbing B. Section 02240 — Water Control and Dewatering RRF Outlet Pipe 02315-1 Excavation and Embankment 1.05 QUALITY ASSURANCE A. Final topography and/or cross -sections will be surveyed of areas that are to finished grade and compared to the design section for accuracy. Final grade shall match design grades within the tolerances discussed in PART 3 EXECUTION. PART PRODUCTS 2.01 MATERIALS A. Embankment material may consist of approved material acquired from excavations or material hauled from outside the project limits. Suitable material identified on -site shall be used first for embankments and backfill. Excess excavated native soils which are not used as embankment or backfill shall become the property of the CONTRACTOR and shall be disposed of off -site by the CONTRACTOR, in a location acceptable to the ENGINEER. B. Muck excavation encountered in all areas shall also include the replacement of excavated muck with uniformly graded rock, riprap, on -site or imported soils, or other material whichever is most suitable for the specific situation encountered. The ENGINEER will determine which type of aggregate or other material which shall be used after observing the specific site conditions. PART 3 EXECUTION 3.01 GENERAL EXCAVATION/EMBANKMENT A. General: The excavation and embankment for the project work shall be finished to reasonably smooth and uniform surfaces. Variation from the subgrade plane shall not be more than .08 feet in soil or more than .08 feet above or .50 below in rock. Where bituminous or concrete surfacing materials are to be placed directly on the subgrade, the subgrade plane shall not vary more than 0.04 feet. Materials shall not be wasted without permission of the ENGINEER. Excavation operations shall be conducted so that material outside of the limits of slopes will not be disturbed. Prior to beginning grading operations in any area, all necessary clearing and grubbing in that area shall have been performed in accordance with Section 02230 of these Specifications. When the CONTRACTOR's excavating operations encounter remains of pre -historic people's dwelling sites or artifacts of historical or archaeological significance, the operations, shall be temporarily discontinued. The ENGINEER will contact archaeological authorities to determine the disposition thereof. When directed, the CONTRACTOR shall excavate the site in such a manner as to preserve the artifacts encountered and shall remove them for delivery to the custody of the proper state authorities. Such excavation will be considered and paid for as extra work. B. Excavation: Unclassified: All excess suitable material excavated from the project site and not used for embankment shall be removed from the project site and become the property of the CONTRACTOR. Where material encountered RRF Outlet Pipe 02315-2 Excavation and Embankment within the limit of the work is considered unsuitable for embankment (fills) on any portion of this project work, such material shall be excavated as directed by the ENGINEER and replaced with suitable fill material. All unsuitable excavated material from excavation consisting of any type of debris (surface or buried), excavated rock, bedrock or rocks larger than 6 inches in diameter and boulders shall be hauled from the project site and disposed of. Debris is defined as "anything that is not earth which exists at the job site". Muck: Where excavation to the finished grade section results in a subgrade or slopes of unsuitable soil, the ENGINEER may require the CONTRACTOR to remove the unsuitable materials and backfill to the finished graded section with approved material. Disposal of the material shall be at the CONTRACTOR's expense. Good surface drainage shall be provided around all permanent cuts to direct surface runoff away from the cut face. 3. Rock: Unless otherwise specified, rock shall be excavated to a minimum depth of 0.5 feet below subgrade within the limits of the channel area, and the excavation shall be backfilled with material shown on the Drawings or as designated by the ENGINEER. Disposal of material and replacement with suitable approved material shall be at the CONTRACTOR's expense. C. Embankment Construction: Embankment construction shall consist of constructing all fill areas, including preparation of the areas upon which they are to be placed, and the placing and compacting of embankment material in holes, pits and other depressions within the project area. Only approved materials shall be used in the construction of embankments and backfills. Approved materials shall consist of clean on -site cohesive soils or approved imported soils. On -site cohesive soils are suitable for use as compacted fill provided the following recommendations are met: Percent Finer by Weight Gradation (ASTM C136I h-Inch 100 3/8-Inch 70 — 100 No. 4 Sieve 50 — 100 No. 200 Sieve 60 (min) Liquid Limit 35 (max) Plasticity Index 20 (max) In -Situ Coefficient of Permeability Ix10-6 cm/sec Excavation and Embankment will only be paid when a significant change in grade is required, as determined by the ENGINEER. Minor cuts and fills will be considered incidental to the work, and will not be paid for separately under this section. RRF Outlet Pipe 02315-3 Excavation and Embankment On -site cohesive soils or imported soils should be placed and compacted in horizontal lifts, using equipment and procedures that will produce recommended moisture contents and densities throughout the lift and embankment height. On -site or imported cohesive soils should be compacted within a moisture content range of 2% below, to 2% above optimum moisture content and compacted to 95% of the Maximum Standard Proctor Density (ASTM D698). When embankment is to be placed and compacted on hillsides, or when new embankment is to be compacted against existing embankments, or when embankment is built 1/2 width at a time, the slopes that are steeper than 4:1 when measured longitudinally or at right angles to the adjacent ground shall be continuously benched over those areas where it is required as the work is brought up in layers. Benching shall be well keyed and where practical a minimum of 8 feet. Each horizontal cut shall begin at the intersection of the original ground and the vertical sides of the previous cuts. Material thus cut out shall be recompacted along with the new embankment material at the CONTRACTOR'S expense. The ground surface underlying all fills shall be carefully prepared by removing all organic matter, scarification to a depth of 8 inches and recompacting to 95% of the Maximum Standard Proctor Density (ASTM D698) at optimum moisture content + or - 2% prior to fill placement. Embankment material shall be placed in horizontal layers not exceeding 8 inches (loose measurement) and shall be compacted to 95% of the Maximum Standard Proctor Density (ASTM D698) at optimum moisture content + or - 2%. Effective spreading equipment shall be used on each lift to obtain uniform thickness prior to compacting. As the compaction of each layer progresses, continuous leveling and manipulating will be required to assure uniform density. For embankments which serve as berms, the downstream portion shall be "keyed" into the subsurface soils a minimum of 3 feet to enhance the stability of the slope. Materials which are removed from excavations beneath the water table may be over the optimum moisture content and will require that they be dried out prior to reusing them. Cross hauling or other action as appropriate will be ordered when necessary to insure that the best available material is placed in critical areas of embankments, including the top 2 feet of all embankments. No additional payment will be made for cross hauling ordered by the ENGINEER. Frozen materials shall not be used in construction of embankments. During the construction of channels, the channel bottom shall be maintained in such condition that it will be well drained at all times. Excavation or Embankment (Fill), and Structural Backfill work either completed or in a stage of completion that is either eroded or washed away or becomes unstable due to either rains, snow, snow melt, channel flows or lack of proper water control shall be either removed and replaced, recompacted or reshaped as directed by the RRF Outlet Pipe 02315-4 Excavation and Embankment ENGINEER and in accordance with the Drawings and Specifications at the CONTRACTOR's sole expense. Removed unsuitable materials shall be hauled away and disposed of at the CONTRACTOR's expense. Placing of replacement materials for removed unsuitable materials shall be purchased, placed and compacted at the CONTRACTOR' expense. D. Proof rolling with a heavy rubber tired roller will be required, if designated on the Drawings or when ordered by the ENGINEER. Proof rolling shall be done after specified compaction has been obtained. Areas found to be weak and those areas which failed shall be ripped, scarified, wetted if necessary, and recompacted to the requirements for density and moisture at the CONTRACTOR's expense. Proof rolling shall be done with equipment and in a manner acceptable to the ENGINEER. Proof rolling as shown on the Drawings or as ordered by the ENGINEER shall not be measured and paid for separately, but shall be included in the unit prices bid for the work. 3.02 EXCAVATION AND BACKFILL FOR STRUCTURES A. Poor foundation material for any of the work shall be removed, by the CONTRACTOR, as directed by the ENGINEER. The CONTRACTOR will be compensated for removal and replacement of such materials in accordance with Muck Excavation. The CONTRACTOR is cautioned that construction equipment may cause the natural soils to pump or deform while performing excavation work inside and on footings, structural floor slabs, or other structure foundation areas. Foundation materials which are: a) saturated by either surface or subsurface flows due to the lack of adequate water control or dewatering work by the CONTRACTOR; b) frozen for any reason; or, c) that are disturbed by the CONTRACTOR's work or caused to become unacceptable for foundation material purposes by means of the CONTRACTOR's equipment, manpower, or methods of work shall be removed and replaced by the CONTRACTOR at his expense. Dewatering should not be conducted by pumping from inside footing, structural floor slab, or other structure foundation limits. This may decrease the supporting capacity of the soils. Care should be taken when excavating the foundations to avoid disturbing the supporting materials. Excavation by either hand or careful backhoe soil removal, may be required in excavating the last few inches of material to obtain the subgrade of any item of the concrete work. Any over -excavated subgrades that are due to the CONTRACTOR's actions, shall be brought back to subgrade elevations by the CONTRACTOR and at his expense in the following manner: RRF Outlet Pipe 02315-5 Excavation and Embankment For over -excavations of 2 inches or less, either: Backfill and compact with an approved granular materials; backfill with 1/2 inch crushed rock; or fill within concrete at the time of the appurtenant structure concrete pour. 2. For over -excavations greater than 2 inches, backfill and compact with an approved granular material. All granular footings, structural floor slabs, or other structure areas shall be compacted with a vibratory plate compactor prior to placement of concrete, reinforcing, or bedding materials. B. Backfill, and fill within 2 feet of and adjacent to all structures and for full height of the walls, shall be selected non -swelling material. It shall be granular, well graded, and free from stones larger than 3 inches. Material may be job excavated, but selectivity will be required as determined by the ENGINEER. Refer to the Drawings for job specific requirements. Stockpiled material, other than topsoil from the excavation shall be used for backfilling unless an impervious structural backfill is specified. The backfill material shall consist of either clean on -site granular materials free of stones larger than 3 inches in diameter with no more than 20% passing the No. 200 sieve, or equivalent imported materials. All backfill around the structures shall be consolidated by mechanical tamping. The material shall be placed in 8-inch loose lifts within a range of 2% above to 2% below the optimum moisture content and compacted to 95% of Maximum Standard Proctor Density (ASTM D698) for cohesive soils, or to 70% relative density for pervious material as determined by the relative density of cohesionless soils test, ASTM D4253. When specified on the Drawings or as required by the ENGINEER, Class I structural backfill shall meet the following gradation requirements: % by Weight Passing Sieve Size Square Mesh Sieves 2-Inch 100 No. 4 30 - 100 No. 50 10 — 60 No. 200 5 — 20 In addition, this material shall have a liquid limit not exceeding 35 and a plasticity index of not over 6. END OF SECTION RRF Outlet Pipe 02315-6 Excavation and Embankment SECTION 02320 TRENCH EXCAVATION AND BACKFILL PART GENERAL 1.01 SECTION INCLUDES A. This work shall consist of all labor, equipment and materials necessary for excavation, trenching, and backfilling for utility lines and other related work. 1.02 RELATED WORK A. Section 02240 — Water Control and Dewatering B. Section 02315 - Excavation and Embankment 1.03 QUALITY ASSURANCE A. In -place moisture density tests will be performed to ensure trench backfill complies with specified requirements. The following minimum tests should be expected to be performed. 1. Trench bedding - 1 per 200 feet 2. Backfill - 1 per 200 feet B. Backfill compaction tests will be performed until compaction meets or exceeds requirements. The cost of "passing" tests will be paid by the OWNER. Costs associated with "failing" tests shall be paid by the CONTRACTOR. Pipe bedding shall be tested prior to placement of backfill. Testing of all bedding and backfill material shall be done in compliance with OSHA - Excavations. 1.04 PROTECTION A. Sheeting and Shoring: The CONTRACTOR shall protect excavations by shoring, bracing, sheet piling, underpinning, or other methods required to prevent any excessive widening or sloughing of the trench which may be detrimental to human safety, to the pipe or appurtenances being installed, or to existing facilities or structures. The latest requirements of OSHA shall be complied with at all times including trenching and confined space entry requirements. RRF Outlet Pipe 02320-1 Trench Excavation and Backfill The CONTRACTOR shall be responsible for underpinning adjacent structures which may be damaged by excavation work, including service utilities and pipe chases. B. Weather and Frost: The CONTRACTOR shall protect bottom of excavations and soil adjacent to and beneath foundations from frost. Do not place backfill, fill, or embankment on frozen surfaces. 2. Do not place frozen materials, snow, or ice in backfill, fill, or embankments. 3. Do not deposit, tamp, roll, or otherwise mechanically compact backfill in water. C. Drainage and Groundwater: The excavation shall be graded to prevent surface water run-off into trench or excavation. 1. Maintain excavations and trench free from water during construction. 2. Remove water encountered in the trench to the extent necessary to provide a firm subgrade, to permit joints to be made in the dry, and to prevent the entrance of water into the pipeline. 3. Divert surface runoff and use sumps, gravel blankets, well points, drain lines, or other means necessary to accomplish the above. 4. Maintain the excavation or trench free from water until the structure, or pipe to be installed therein, is completed to the extent that no damage from hydrostatic pressure, flotation, or other cause will result. 5. Water shall be prevented from entering into previously constructed pipe. 6. The storm pipe under construction shall not be used for dewatering. PART PRODUCTS 2.01 MATERIALS A. Material used as stabilization in locations where the CONTRACTOR has been directed to muck excavate shall conform to the following "Foundation Material" gradation(s). The material shall be uniformly graded 3/a" or 1 'h" rock. RRF Outlet Pipe 02320-2 Trench Excavation and Backfill CDOT #467 Sieve Size 2 1/2-Inch 2-Inch 1 1/2-Inch 1-Inch 3/-Inch 3/8-Inch No. 4 CDOT #67 Sieve Size I -Inch 3/-Inch 3/8-Inch No. 4 No. 8 B. Bedding and Pipe Zone Materials: Well -Graded Sand Total Percent Passing by Weight 100 90 - 100 35 - 70 10-30 0- 5 Total Percent Passing by Weieht 100 90 — 100 20 — 55 0— 10 0- 5 Total Percent Passing Sieve Size by Weight 3/8 inch 100 No. 4 95 - 100 No. 8 80 - 100 No.16 50-85 No. 30 25 - 60 No. 50 10 - 30 No. 100 2 - 10 Sauee¢ee Sand Total Percent Passing Sieve Size by Wei hg t 3/8-Inch 100 No. 200 0-5 RRF Outlet Pipe 02320-3 Trench Excavation and Backfill City of F6rt Collins /� Purchasing ADDENDUM No 1 SPECIFICATIONS AND CONTRACT DOCUMENTS Description of Bid 6115 Resource Recovery Farm Outlet Pipe OPENING DATE 3 00 P M (Our Clock) October 17 2008 Financial Services Purchasing Division 215 N Mason Sr 2n° Floor PO Box 580 Fort Collins CO 80522 970 221 6775 970 221 6707 lcgov com/pumhasmg To all prospective bidders under the specifications and contract documents described above the following changes are hereby made CHANGE The Bid Opening Date has been changed to 3 00 P M (Our Clock) October 17, 2008 CLARIFICATION The pipe material for the existing 21 inch sanitary sewer is Techite which is a wound fiberglass cement pipe product that is no longer manufactured A plan for supporting the sanitary sewer will need to be reviewed and approved by both the City s engineer and Boxelder Sanitation District The District has also stipulated the following • The sewer carries an average daily flow of 1400 gpm • The sewer will need to remain operational throughout the project • The pipe is to remain intact and may not be cut and replaced with PVC or other pipe materials • The trench width shall be kept as narrow as possible in the vicinity of the sanitary sewer to minimize the length of sanitary sewer to be supported • The 24 Inch RCP siphon will be backfilled with CDOT # 67 bedding material to an elevation 6 Inches below the sanitary sewer The sewer will be encased in squeegee sand to an elevation 30 inches above the sewer pipe Above the squeegee sand the trench shall be backfilled per Specification Section 02320 — Trench Excavation and Backfill and • The District will camera the pipe both before and after construction to document the condition of the sewer before and after construction 2 Staging and stockpile areas are to be located in the grass open area directly west of the upstream end of the proposed 24 inch RCP The revegetation and erosion control for these areas should be accounted for in the revised Bid Schedule shown below Two potholes were dug on Tuesday October 7th by CTL Thompson the City s geotechnical consultant The holes were at Station 5+00 Station 2+00 and at Station 0+50 along the pipe alignment The results of the test pit excavation are Included with this addendum SECTION 00300 BID FORM CDOT #67 Total Percent Passing Sieve Size by Weight 1-Inch 100 3/-Inch 90 — 100 3/8-Inch 20 — 55 No. 4 0 — 10 No. 8 0 - 5 Note: It will be the responsibility of the CONTRACTOR to locate material meeting the Specifications, to test its ability to consolidate to at least 70% relative density, and to secure approval of the ENGINEER before such material is delivered to the project. Relative density shall be determined as stipulated in ASTM D4253. C. Backfill: Backfill shall meet the following requirements: Use only backfill for trenches which is free from rocks, large roots, other vegetation or organic matter, and frozen material. No rocks greater than 3 inches in diameter shall be allowed. Backfill material shall be suitable for future pavement construction over all trenches. D. Cut -Off Walls: Sand Cut -Off Walls: Sand shall meet the requirements of ASTM C33. PART 3 EXECUTION 3.01 GENERAL The following procedures shall be followed by the CONTRACTOR in sequencing his work. A. No more than 150 feet of trench shall be left open at any time. The entire trench shall be backfilled to within 50 feet of the open trench upon conclusion of each day's work. The trench shall not be backfilled until the pipe installation is reviewed by the ENGINEER. B. Trench shall be backfilled within 100 feet of the pipe installation at all times. C. Clean-up shall be maintained within 400 feet of the trench excavation. Prior to placement in the trench, all pipe, fittings, and appurtenances shall be cleaned and examined for defects by the CONTRACTOR. If found defective, the CONTRACTOR RRF Outlet Pipe 02320-4 Trench Excavation and Backfill shall reject the defective pipe, fitting, or appurtenance. The CONTRACTOR shall advise the ENGINEER of all defective materials. All surplus excavation shall be placed, in an orderly manner. If material is stockpiled on private property, written permission must be obtained from the property owner and provided to the ENGINEER. All muck excavation, bedding, and pipe zone material shall be imported unless otherwise designated by the OWNER'S geotechnical engineer. Upon completion of the work, all plants, rubbish, unused materials, concrete forms, and other like material shall be removed from the job site. The site shall be left in a state of order and cleanliness. 3.02 MAINTENANCE AND CORRECTION A. Scarify surface, reshape, and compact to required density completed or partially completed areas of work disturbed by subsequent construction operations or by adverse weather. B. Maintain and correct backfill, fill, and embankment settlement and make necessary repairs to pavement structures, seeding, and sodding which may be damaged as a result of settlement for the guarantee period. C. The CONTRACTOR may perform such maintenance and correction by subcontract. 3.03 OBSTRUCTIONS AND DISPOSAL OF WASTE MATERIAL The CONTRACTOR shall remove obstructions that do not require replacement from within the trench or adjacent areas such as tree roots, stumps, abandoned piling, buildings and concrete structures, frozen material, logs, and debris of all types without additional compensation. The ENGINEER may, if requested, make changes in the trench alignment to avoid major obstruction's, if such alignment changes can be made within the work limits without adversely affecting the intended function of the facility. Excavated materials unsuitable for backfill or not required for backfill shall be disposed of in accordance with local regulations. 3.04 TRENCH EXCAVATION All existing asphalt or concrete surfacing shall be saw cut vertically in a straight line, and removed from the job site prior to starting the trench excavation. This material shall not be used in any fill or backfill. The trench shall be excavated so that a minimum clearance of 6 inches is maintained on each side of the pipe for proper placement and densification of the bedding or backfill material. The maximum clearance measured at the spring line of the pipe shall be 18 inches regardless of the type of pipe, type of soil, depth of excavation, or the method of densifying the bedding and backfill. Except as otherwise dictated by construction conditions, the excavation shall be of such dimensions as to allow for the proper pipe installation and to permit the construction of RRF Outlet Pipe 02320-5 Trench Excavation and Backfill the necessary pipe connections. Care shall be taken to insure that the excavation does not extend below established grades. If the excavation is made below such grades, the excess excavation shall be filled in with sand or graded gravel deposited in horizontal layers not more than 6 inches in thickness after being compacted and shall be moistened as required to within 2% of the optimum moisture content required for compaction of that soil. After being conditioned to have the required moisture content, the layers shall be compacted to the required density. The CONTRACTOR shall stockpile excavated materials in a safe manner. Stockpiles shall be graded for proper drainage. The CONTRACTOR shall place and grade the trench base to the proper grade ahead of pipe laying. The invert of the trench shall be compacted to provide a firm unyielding support along entire pipe length. 3.05 SURPLUS EXCAVATION MATERIAL Surplus excavation shall be disposed of by the CONTRACTOR at his expense. 3.06 FOUNDATIONS ON UNSTABLE SOILS If the bottom of the excavation is soft or unstable, and in the opinion of the ENGINEER, cannot satisfactorily support the pipe or structure, a further depth and width shall be excavated and refilled to 6 inches below grade with material specified in Section 02320 2.01-A as Foundation Material. This material shall provide a firm foundation for the pipe or structure. From 6 inches below grade to grade, the appropriate bedding material shall be placed to provide support for the pipe or structure. 3.07 PIPE BEDDING After completion of the trench excavation and proper preparation of the foundation, a minimum of six (6) inches of bedding material shall be placed on the trench bottom for support under the pipe (See construction details). Bell holes shall be dug deep enough to provide a minimum of 2 inches of clearance between the bell and the bedding material. All pipe shall be installed in such a manner as to insure full support of the pipe barrel over its entire length. After the pipe is adjusted for line and grade and the joint is made, the bedding material shall be carefully placed and tamped under the haunches of the pipe. For all types of pipe, the limits of bedding shall be as shown on the trench section details on the Drawings. Bedding shall be compacted to 70% relative density in accordance with ASTM D4253. Care shall be exercised to assure sufficient tamping under the pipe to achieve uniform support. RRF Outlet Pipe 02320-6 Trench Excavation and Back -fill 3.08 BACKFILL AND COMPACTION A. Pipes: The pipe trench shall be backfilled to the limits as shown on the Drawings. The backfill in all areas shall be compacted by vibrating, tamping, or a combination thereof to 70% relative density for sand material as determined by the relative density of cohesionless soils test, ASTM D4253, or to 95% of the Maximum Standard Proctor Density for cohesive soils as determined by ASTM D698. All backfill shall be brought up to equal height along each side of the pipe in such a manner as to avoid displacement. Bedding shall be distributed in 6-inch maximum lifts over the full width of the trench. Wet, soft or frozen material, asphalt chunks, or other deleterious substances shall not be used for backfill. If the excavated material is not suitable for backfill, as determined by the ENGINEER, suitable material shall be hauled in and utilized and the rejected material hauled away and disposed of. Backfilling shall be conducted at all times in a manner to prevent damage to the pipe or its coating and shall be kept as close to the pipe laying operation as practical. Backfilling procedures shall conform to the additional requirements, if any, of appropriate agencies or private right-of-way agreements. 3.09 RESTORATION A. Unsurfaced Areas: All surface cuts shall be, as a minimum, restored to a condition equal to that prior to construction. B. Surfaced Areas: All surface cuts shall be, as a minimum, restored to a condition equal to that prior to construction. All gravel or paved streets shall be restored in accordance with the regulations and requirements of the agency having control or jurisdiction over the street, roadway, or right-of-way. C. Grassed or Landscaped Areas: In landscaped or agricultural areas, topsoil, to a depth of 12 inches, shall be removed from the area of general disturbance and stockpiled. After installation of all pipelines, appurtenances and structures and completion of all backfill and compaction, the stockpiled topsoil shall be redistributed evenly over all disturbed areas. Care should be taken to conform to the original ground contour or final grading plans. END OF SECTION RRF Outlet Pipe 02320-7 Trench Excavation and Backfill THIS PAGE INTENTIONALLY LEFT BLANK. RRF Outlet Pipe 02320-8 Trench Excavation and Backfill SECTION 02370 EROSION AND SEDIMENT CONTROL PART GENERAL 1.01 SECTION INCLUDES A. This work shall consist of temporary measures needed to control erosion and water pollution. These temporary measures shall include, but not be limited to, berms, dikes, dams, sediment basins, fiber mats, netting, gravel, mulches, grasses, slope drains and other erosion control devices or methods. These temporary measures shall be installed at the locations where needed to control erosion and water pollution during the construction of the project, and as directed by the ENGINEER, and as shown on the Drawings. B. The erosion control measures presented in the Drawings serves as a minimum for the requirements of erosion control during construction. The CONTRACTOR has the ultimate responsibility for providing adequate erosion control and water quality throughout the duration of the project. Therefore, if the provided plan is not working sufficiently to protect the project areas, then the CONTRACTOR shall provide additional measures as required to obtain the required protection. The CONTRACTOR shall include in his bid price for erosion control a minimum of all items shown on the Erosion Control Plan and any additional items that may be needed to control erosion and water pollution. 1.02 RELATED SECTIONS A. Section 02240 — Water Control and Dewatering 1.03 SUBMITTALS A. Construction schedule for Erosion Control per subsection 3.01 B. Sequencing Plan per subsection 3.12 PART PRODUCTS 2.01 MATERIALS A. Materials may include hay bales, straw, fiber mats, fiber netting, wood cellulose, fiber fabric, gravel and other suitable materials, and shall be reasonably clean, free of deleterious materials, and certified weed free. All materials shall be submitted for approval prior to installation. B. Temporary grass cover (if required) shall be a quick growing species suitable to the area, which will provide temporary cover and will not later compete with the grasses sown for permanent cover. All grass seed shall be approved by the ENGINEER prior to installation. C. Fertilizer and soil conditioners shall be approved by the ENGINEER prior to installation. RRF Outlet Pipe 02370-1 Erosion and Sediment Control PART 3 EXECUTION 3.01 CONSTRUCTION REQUIREMENTS A. When so indicated in the Contract Documents, or when directed by the ENGINEER, the CONTRACTOR shall prepare construction schedules for accomplishing temporary erosion control work. These schedules shall be applicable to clearing and grubbing, grading, structural work, construction, etc. He shall also submit for acceptance his proposed method of erosion control on haul roads and borrow pits and his plan for disposal of waste material. Work shall not be started until the erosion control schedules and methods of operations have been accepted. B. The CONTRACTOR will be required to incorporate all permanent erosion control features into the project at the earliest practicable time as outlined in his accepted schedule. Temporary erosion control measures will then be used to correct conditions that develop during construction. C. The erosion control features installed by the CONTRACTOR shall be adequately maintained by him until the project is accepted. D. In the event of conflict between these requirements and erosion and pollution control laws, rules, or regulations of other Federal, State or local agencies, the more restrictive laws, rules, or regulations shall apply. 3.02 PERMITS AND COMPLIANCE A. The CONTRACTOR must apply for and obtain a Construction Dewatering Permit 402 from and prepare a Stormwater Management Plan (SWMP) for the Colorado Department of Public Health and Environment. All costs for these permits shall be the responsibility of the CONTRACTOR. This permit requires that specific actions be performed at designated times. The CONTRACTOR is legally obligated to comply with all terms and conditions of the permit including testing for effluent limitations. The CONTRACTOR shall allow the Colorado Department of Public Health and Environment or other representatives to enter the site to test for compliance with the permit. Non compliance with the permit can result in stoppage of all work. The CONTRACTOR must apply for and obtain a State of Colorado Stormwater Discharge Permit. All costs for this permit shall be the responsibility of the CONTRACTOR. This permit requires that specific actions be performed at designated times. The CONTRACTOR is legally obligated to comply with all terms and conditions of the permit. Non compliance with the permit can result in stoppage of all work. In addition to permit requirements, the OWNER shall also monitor the CONTRACTOR's erosion control and work methods. If the overall function and RRF Outlet Pipe 02370-2 Erosion and Sediment Control intent of erosion control is not being met, then the OWNER shall require the CONTRACTOR to provide additional measures as required to obtain the desired results. Costs for any additional erosion control measures shall be the responsibility of the CONTRACTOR, since he has the ultimate responsibility for providing adequate erosion control and water quality for the duration of the project. 3.03 STABILIZATION OF DISTURBED AREAS A. Temporary sediment control measures shall be established within 5 days from time of exposure/disturbance. Permanent erosion protection measures shall be established within 5 days after final grading of areas. 3.04 PROTECTION OF ADJACENT PROPERTIES A. Properties adjacent to the site of a land disturbance shall be protected from sediment deposition. In addition to the erosion control measures required on the Drawings, perimeter controls may be required if damage to adjacent properties is likely. Perimeter controls include, but are not limited to, a vegetated buffer strip around the lower perimeter of the land disturbance, sediment barriers such as straw bales and silt fences; sediment basins; or a combination of such measures. Vegetated buffer strips may be used only where runoff in sheet flow is expected and should be at least 20 feet in width. 3.05 TIMING AND STABILIZATION OF SEDMENT AND EROSION CONTROL MEASURES A. Sediment barriers, perimeter dikes, and other measures intended to either trap sediment or prevent runoff from flowing over disturbed areas must be constructed as a first step in grading and be made functional before land disturbance takes place. Earthen structures such as dams, dikes, and diversions must be stabilized within 5 days of installation. Stormwater outlets must also be stabilized prior to any upstream land disturbing activities. 3.06 STABILIZATION OF WATERWAYS AND OUTLETS A. All on -site stormwater conveyance channels used by the CONTRACTOR for temporary erosion control purposes shall be designed and constructed with adequate capacity and protection to prevent erosion during storm and runoff events. Stabilization adequate to prevent erosion shall also be provided at the outlets of all pipes and channels. 3.07 STORM SEWER INLET PROTECTION A. All storm sewer inlets which are made operable during construction or which drain stormwater runoff from a construction site shall be protected from sediment deposition by the use of filters. RRF Outlet Pipe 02370-3 Erosion and Sediment Control 3.08 WORKING IN OR CROSSING WATERCOURSES AND WETLANDS A. Construction vehicles should be kept out of watercourses to the extent possible. Where in -channel work is necessary, precautions must be taken to stabilize the work area during construction to minimize erosion. The channel (including bed and banks) must always be restabilized immediately after in -channel work is completed. B. Where a live (wet) watercourse must be crossed by construction vehicles during construction, a temporary crossing must be provided for this purpose. If the crossing involves a pipe or other type of conduit placed in the watercourse, the pipe shall be sized to allow unrestricted passage of all flows anticipated to be carried by the watercourse. Likewise, installation of a span -type crossing across the watercourse shall be placed so no restriction of anticipated flows occur. 3.09 CONSTRUCTION ACCESS ROUTES A. Wherever construction vehicles enter or leave a construction site, a stabilized construction entrance and Tracking Pad are required. Where sediment is transported onto a public road surface, the roads shall be cleaned thoroughly at the end of each day. Sediment shall be removed from roads by shoveling or sweeping and be transported to a sediment controlled disposal area. Street washing shall be allowed only after sediment is removed in this manner. 3.10 DISPOSITION OF TEMPORARY MEASURES A. All temporary erosion and sediment control measures shall be disposed of within 30 days after final site stabilization is achieved or after the temporary measures are no longer needed as determined by the OWNER. Trapped sediment and other disturbed soil areas resulting from the disposition of temporary measures shall be permanently stabilized to prevent further erosion. 3.11 MAINTENANCE A. All temporary and permanent erosion and sediment control practices must be maintained and repaired as needed to assure continued performance of their intended function. 3.12 SEQUENCING A. The CONTRACTOR shall submit a sequencing plan for approval for erosion control in conformance with his overall Construction Plan for approval by the OWNER. Changes to the Erosion Control Sequencing Plan may be considered by the OWNER only if presented in writing by the CONTRACTOR. 3.13 SUBSTANTIAL COMPLETION OF EROSION CONTROL MEASURES A. At the time specified in the Contract Documents, and subject to compliance with specified materials and installation requirements, the CONTRACTOR will receive a Substantial Completion Certificate for temporary erosion control measures. 3.14 MAINTENANCE OF EROSION CONTROL MEASURES AFTER SUBSTANTIAL COMPLETION RRF Outlet Pipe 02370-4 Erosion and Sediment Control A. The CONTRACTOR will be responsible for maintaining temporary erosion control measures as specified in the Drawings and Contract Documents until such time as the disturbed drainage area has stabilized as determined by the ENGINEER and the OWNER. 3.15 FINAL COMPLETION AND ACCEPTANCE OF EROSION CONTROL MEASURES A. After the ENGINEER and OWNER have determined that the drainage area has stabilized, the CONTRACTOR shall remove all remaining temporary erosion control measures. Any damage to the site shall be repaired to the satisfaction of the ENGINEER and at no cost to the OWNER. END OF SECTION RRF Outlet Pipe 02370-5 Erosion and Sediment Control SECTION 00300 BID FORM PROJECT 6115 Resource Recover Farm Outlet Pipe Place_ 10/17/08 Date 1 In compliance with your Invitation to Bid dated 09/21— _ 20a 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 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 -� 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 9 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 its BMd" 5 All the various phases of Work enumerated in the Contract Documents with their individual lobs 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 Rev 10/20/07 Section 00300 Page 1 THIS PAGE INTENTIONALLY LEFT BLANK. RRF Outlet Pipe 02370-6 Erosion and Sediment Control SECTION 02375 RIPRAP AND BEDDING PART1 GENERAL 1.01 SECTION INCLUDES A. The work of this section shall include excavation, grading and installation of all riprap, and bedding placed at the locations shown on the Drawings. The materials to be used for the construction of such structures shall be as specified herein. 1.02 RELATED SECTIONS A. Section 02240 — Water Control and Dewatering B. Section 02315 — Excavation and Embankment 1.03 SUBMITTALS A. The CONTRACTOR shall cooperate with the ENGINEER in obtaining and providing samples of all specified materials. The CONTRACTOR shall submit certified laboratory test certificates for all items required in this section. PART PRODUCTS 2.01 MATERIALS A. Riprap: Riprap used shall be the. type designated on the Drawings and shall conform to the following: Riprap Designation % Smaller Than Given Intermediate Rock d50 * Size By Weight Dimension (Inches) (Inches) Type VL (Class 6) 70 - 100 12 6 50- 70 9 35 - 50 6 2- 10 2 Type L (Class 9) 70 - 100 15 9 50- 70 12 35 - 50 9 2- 10 3 Type M (Class 12) 70- 100 21 12 50- 70 18 35 - 50 12 2- 10 4 RRF Outlet Pipe 02375-1 Riprap Type H (Class 18) 70 - 100 30 18 50- 70 24 35 - 50 18 2- 10 6 Type VH (Class 24) 70 - 100 42 24 50- 70 33 35 - 50 24 2- 10 9 * d�� = Mean Particle Size 1. The riprap designation and total thickness of riprap shall be as shown on the Drawings. The maximum stone size shall not be larger than the thickness of the riprap. 2. The specific gravity of the riprap shall be 2.65 or greater. 3. Neither width nor thickness of a single stone of riprap shall be less than 1/3 of its length. 4. Broken concrete or asphalt pavement shall not be acceptable for use in the work. Rounded riprap (river rock) is not acceptable unless specifically designated on the Drawings. 5. The color of the riprap shall be as approved by the OWNER prior to delivery to the project site. Color shall be consistent on the entire project and shall match the color of rock to be used for all other portions of the work. Color required for this project shall be green -gray rock. 6. Minimum density for acceptable riprap shall be 165 pounds per cubic foot. The specific gravity shall be according to the bulk -saturated, surface -dry basis, AASHTO T85. 7. The riprap shall have a percentage loss of not more than 40 percent after 500 revolutions when tested in the Los Angeles machine in accordance with AASHTO Test T96. 8. The riprap shall have a percentage loss of not more than 10 percent after 5 cycles when tested in accordance with AASHTO Test T104 for ledge rock using sodium sulfate. 9. The riprap shall have a percentage loss of not more than 10 percent after 12 cycles of freezing and thawing when tested in accordance with AASHTO Test T 103 for ledge rock, procedure A. 10. Rock shall be free of calcite intrusions. 11. Each load of riprap shall be reasonably well graded from the smallest to the largest size specified. Stones smaller than the 2-10 percent size will not be permitted in an amount exceeding 10 percent by weight of each load. Control of gradation will be by visual inspection. However in the event the ENGINEER determines the riprap to be unacceptable, the ENGINEER will RRF Outlet Pipe 02375-2 Riprap pick 2 random truck loads to be dumped and checked for gradation. Mechanical equipment and labor needed to assist in checking gradation shall be provided by the CONTRACTOR at no additional cost. B. Bedding: 1. Gradation for Granular Bedding U.S. Standard Percent by Weight Passing Square Mesh Sieves Sieve Size Type 1 Type 11 3 Inch 90 - 100 1 /z Inch 3/a Inch 20 - 90 3/8 Inch 100 No. 4 95 — 100 0- 20 No. 16 45 - 80 No. 50 10 - 30 No. 100 2- 10 No.200 0- 2 0- 3 Granular bedding designation and total thickness of bedding shall be as shown on the Drawings. Granular bedding shall meet the same requirements for specific gravity, absorption, abrasion, sodium sulfate soundness, and freeze -thaw durability as required for riprap and specified above. C. Geotextile Fabric: Where soil conditions dictate, geotextile fabric shall be placed directly on excavated slopes, channel beds, etc. prior to the placement of any riprap bedding or riprap. The extent and location of geotextile placement will be shown on the Drawings. Geotextile fabric shall be Trevira S 1120 or approved equal under all riprap. PART 3 EXECUTION 3.01 CONSTRUCTION REQUIREMENTS A. Channel slopes, bottoms, or other areas that are to be protected with riprap shall be free of brush, trees, stumps, and other objectionable material and be graded to a smooth compacted surface. The CONTRACTOR shall excavate areas to receive RRF Outlet Pipe 02375-3 Riprap riprap to the subgrade for granular bedding. The subgrade for bedding materials shall be stable. If unsuitable materials are encountered, they shall be removed and replaced as Muck Excavation in accordance with Section 02315 of the Specifications. Unsuitable materials shall be disposed of from the site by the CONTRACTOR at his expense. After an acceptable subgrade for granular bedding material is established, the bedding shall be immediately placed and leveled to the subgrade elevation. Immediately following this, the riprap shall be placed. If bedding material is disturbed for any reason, it shall be replaced and graded at the CONTRACTOR's expense. In -place bedding materials shall not be contaminated with soils, debris or vegetation before the riprap is placed. If contaminated, the bedding material shall be removed and replaced at the CONTRACTOR's expense. 3.02 PLACEMENT A. Following acceptable placement of geotextile fabric, granular bedding, riprap placement shall commence as follows: Machine Placed Riprap: Riprap shall be placed on the prepared slope or channel bottom areas in a manner which will produce a reasonably well - graded mass of stone with the minimum practicable percentage of voids. Riprap shall be machine placed, unless otherwise stipulated in the Drawings or Specifications. When riprap is placed on slopes, placement shall commence at the bottom of the slopes working up the slope. Place the riprap in a stepped fashion with the bottom of the uphill riprap below the top of the downhill riprap by half of the height of the riprap minimum. The entire mass of riprap shall be placed on either channel slopes or bottoms so as to be in conformance with the required gradation mixtures and to lines, grades, and thickness shown on the Drawings. Riprap shall be placed to its full course thickness at one operation and in such a manner as to avoid displacing the underlying bedding material. Placing of riprap in layers, or by dumping into chutes, or by similar methods shall not be permitted. All material going into riprap protection for channel slopes or bottoms shall be so placed and distributed that there will be no large accumulations of either the larger or smaller sizes of stone. Some hand placement may be required to achieve this distribution. It is the intent of these Specifications to produce a fairly compact riprap protection in which all sizes of material are placed in their proper proportions. Unless otherwise authorized by the ENGINEER, the riprap protection shall be placed in conjunction with the construction of embankments or channel bottoms with only sufficient delay in construction of the riprap protection, as may be necessary, to allow for proper construction of the portion of the embankment and channel bottom which is to be protected. The CONTRACTOR shall maintain the riprap protection RRF Outlet Pipe 02375-4 Riprap until accepted. Any material displaced for any reason shall be replaced to the lines and grades shown on the Drawings at no additional cost to the OWNER. If the bedding materials are removed or disturbed, such material shall be replaced prior to replacing the displaced riprap. 2. Hand Placed Riprap: Hand placed riprap shall be performed during machine placement of riprap and shall conform to all the requirements of Section 02375 PART 1 above. Hand placed riprap shall also be required when the depth of riprap is less than 2 times the nominal stone size, or when required by the Drawings or Specifications. After the riprap has been placed, hand placing or rearranging of individual stones by mechanical equipment shall be required to the extent necessary to secure a flat uniform surface and the specified depth of riprap, to the lines and grades as shown on the Drawings. Soil Replacement In and Over Riprap: Where riprap is designated to be buried, place onsite excavated material that is free from trash and organic matter in riprap voids by washing and rodding. Prevent excessive washing of material into stream. When voids are filled and the surface accepted by the ENGINEER, place a nominal 6 inches of soil over the area, or as designated on the Drawings. Fine grade, seed, and mulch per the Specifications. 4. Rejection of Work and Materials: The ENGINEER shall reject placed riprap which does not conform to this Section and the CONTRACTOR shall immediately remove and relay the riprap to conform with said sections. Riprap shall be rejected, which is either delivered to the job site or placed, that does not conform to this Section. Rejected riprap shall be removed from the project site by the CONTRACTOR and at his expense. Geotextile fabric shall be installed according to the manufacturer's specifications. Material proposed for use shall be submitted and approved by the ENGINEER prior to installation. END OF SECTION RRF Outlet Pipe 02375-5 Riprap THIS PAGE INTENTIONALLY BLANK. RRF Outlet Pipe 02375-6 Riprap SECTION 02610 REINFORCED CONCRETE PIPE PART1 GENERAL 1.01 SECTION INCLUDES A. This section includes construction of reinforced concrete pipe for storm drainage and culverts, including appurtenances normally installed as a part of these systems. Construction may include surface preparation; trench excavation; shoring; dewatering; lay, align and join pipe, installation of appurtenances; bedding and backfilling; surface restoration; and, other related work. 1.02 RELATED SECTIONS A. Section 02240 — Water Control and Dewatering B. Section 02320 — Trench Excavation and Backfilling 1.03 SUBMITTALS A. The CONTRACTOR shall cooperate with the ENGINEER in obtaining and providing samples of all specified materials. The CONTRACTOR shall submit certified laboratory test certificates for all items required in this section. 1.04 QUALITY CONTROL A. All pipe shall be inspected by the ENGINEER prior to installation. All pipe which does not meet the requirements of Part 2 of this section will be rejected and replaced at the CONTRACTOR's expense. PART PRODUCTS The CONTRACTOR shall install storm sewer pipe of the type, diameter, load class, wall thickness and protective coating that is shown on the Drawings. All pipe and appurtenances used shall conform to the following requirements: 2.01 MATERIALS A. Precast Concrete Pipe 2. General: Precast concrete pipe which does not conform to the applicable ASTM Standard Specifications listed below or to any other requirement specified herein will not be approved for storm sewer, culvert, or sanitary sewer installations. Allowable ASTM Specifications: All material, manufacturing operations, testing, inspection, and making of concrete pipe shall conform to the RRF Outlet Pipe 02610-1 1 Reinforced Concrete Pipe requirements of the appropriate allowable ASTM Standard Specifications, latest revision thereof, listed below: ASTM C-14 - Concrete Sewer, Storm Drain, and Culvert Pipe ASTM C-76 - Reinforced Concrete Culvert, Storm Drain and Sewer Pipe ASTM C-361 - Reinforced Concrete Low -Head Pressure Pipe ASTM C-506 - Reinforced Concrete Arch Culvert, Storm Drain and Sewer Pipe ASTM C-507 - Reinforced Concrete Elliptical Culvert, Storm Drain and Sewer Pipe 3. Diameter of Pipe: The diameter indicated on the Drawings shall mean the inside diameter of the pipe. 4. Wall Thickness and Class of Pipe: The wall thickness and reinforcing steel, if any, shall comply with the appropriate ASTM Specification and the class of pipe designated on the Drawings. No elliptical reinforcing will be allowed in any circular pipe. All jacking pipe shall be specifically designed by the pipe manufacturer to withstand all forces that the pipe may be subjected to during the jacking operations. 5. Fittings and Specials: Details of all fittings and specials shall be furnished for approval by the ENGINEER. Fittings and specials shall be made up of pipe segments having the same structural qualities as the adjoining pipe and shall have the interior treated the same as the pipe. 6. Lifting Holes: Lifting holes will be allowed for storm sewer pipe provided, however, only two lifting holes per pipe length will be allowed and all pipe shall be installed such that the lifting holes are in the crown of the pipe. All lifting holes shall be properly grouted with cement mortar immediately after the pipe is installed prior to commencement of any backfilling. 7. Cement: Unless otherwise required by the ENGINEER, or specified otherwise on the Drawings, Type II Modified Portland Cement complying with the requirements of ASTM Designation C-150 will normally be acceptable in the manufacture of concrete pipe. 8. Acceptance: In addition to any deficiencies not covered by the applicable ASTM Specifications, concrete pipe which has any of the following visual defects will not be accepted: a. Porous spots on either the inside or the outside surface of a pipe having an area of more than 10 square inches and a depth of more than 1/2 inch. b. Pipe which has been patched to repair porous spots, cracks, or other defects, when such patching was not approved by the ENGINEER. RRF Outlet Pipe 02610-2 Reinforced Concrete Pipe C. Exposure of the reinforcement when such exposure would indicate that the reinforcement is misplaced. d. Pipe that has been damaged during shipment or handling even previously approved before shipment. e. Concrete pipe, at delivery to the job site, will be at least 5 days (120 hours) old. Acceptance of the pipe at point of delivery will not relieve the CONTRACTOR of full responsibility for any defects in materials due to workmanship. 9. Marking: The following shall be clearly marked on both the interior and exterior surface of the pipe: a. ASTM Specifications b. Class and Size c. Date of Manufacture d. Name or Trademark of Manufacturer 10. Joints: The joint design for concrete pipe shall be bell and spigot or tongue and groove. Where rubber gaskets are required or specified, the bell or tongue shall be grooved to properly contain and seat the rubber gasket. The joint assemblies shall be accurately formed so that when each pipe section is forced together in the trench the assembled pipe shall form a continuous watertight conduit with smooth and uniform interior surface, and shall provide for slight movement of any piece of the pipeline due to expansion, contraction, settlement or lateral displacement. If a gasketed joint is used, the gasket shall be the sole element of the joint providing water tightness. The ends of the pipe shall be in planes at right angles to the longitudinal centerline of the pipe, except where bevel -end pipe is required. The ends shall be furnished to regular smooth surfaces. All joints and jointing material shall conform to the following minimum requirements. Jointing material used shall be indicated on the drawings. a. Rubber Gasketed Joints: Rubber gasket joints for tongue and groove or bell and spigot pipe shall consist of an O-ring rubber gasket or other approved gasket configuration and shall conform to the requirements of the appropriate ASTM Specification of the pipe designated. Unless otherwise approved by the ENGINEER, the standard joint configuration shall be similar and equal to the Bureau of Reclamation's "R-4" joint designation. 1) Gaskets: Gaskets may be either natural rubber or neoprene conforming to ASTM Designation C-443. All gaskets shall be stored in a cool place, preferably at a temperature of less than 70 degrees Fahrenheit (F.), and in no case shall the gaskets be stored in the open, or exposed to the direct RRF Outlet Pipe 02610-3 Reinforced Concrete Pipe Contract Documents The undersigned Bidder hereby acknowledges receipt of Addenda No through I BID SCHEDULE (Base Bid) Flat f;um= Racomyrarmomet Rpe Dais sepwawmm Numder DeaalpSen U�SL EsifmdsG Unit 14ou antll�e Qre'HEa: ta®f Coef • TtdBet7MM LS LS CMackSj aSG CitIDd7Yj L5 4 ts�cemoevnahaesg ` �awL�oasacupaganaSaxax; LS € �eaxiwVsro a�a ;cec" ,�raAooIrwfix* CT 46 7 E+MCawSOrt afwk CY 440 a E)M Aiud ElmaaatLSr Cl so § R Eqbavmw 24-mm fiLS mmm owcw FIDE CY c„p it A Lc EA 7w L S7neCugtWatl CY 6 T3 CxR7eee1�9F rah 91p EA 2 "3 .9& I�CID TtdsRlt�Ls LS -S° w'"a;LR"R'ep3�aSgR a11A SElfrt7g AC i EYa[xrr CD'a�d Teili'y Cp1Ly [,gT LF CaRl9x-�Afpne L t K' t3f9Elrn C",& SKWnt TT�11M Clsnnc+ 6SIP EA a TOTAL COST TOTAL COS - a. WORDS Rev 10720/07 Section 00300 Page 2 rays of the sun. No gaskets that show signs of deterioration, such as surface cracking or checking, shall be installed in a pipe joint. The neoprene gaskets used when the air temperature is 1 OF or lower, shall be warmed to temperature of 60F for a period of 30 minutes before being placed on the pipe. b. Mortared Joints: Mortared joints shall only be used in special circumstances and only where specifically authorized by the ENGINEER. It is the intent of these Specifications to limit the use of mortared joints to the minimum extent possible except where unusual field conditions require deviation from the jointing material specified. C. Flexible Plastic Joint Sealing Compound: Preformed plastic gaskets conforming to the minimum and application requirements set forth below may be used as a joint sealant for storm sewer installations in lieu of rubber gaskets. Flexible joint sealing material shall be `RAMNEK' or approved equal. 1) The flexible plastic gasket shall be in conformance with Federal Specification SS-S-00210, "Sealing Compound, Preformed Plastic for Expansion Joints and Pipe Joints". 2) The plastic sealing compound shall be packaged in extruded preformed rope -like shape of proper size to completely fill the joint when fully compressed. The material shall be protected in a suitable, removable, two- piece wrapper so that no wrapper may be removed as the compound is applied to the joint surface without disturbing the other wrapper, which remains attached to the compound for protection. The sealing compound shall be impermeable to water, have immediate bonding strength to the primed concrete surface and shall maintain permanent plasticity, resistance to water, acids, and alkalis. 3) All surfaces of the tongue and groove or bell and spigot shall be primed with an approved priming compound prior to the installation of the sealing compound. The installation of the priming compound and the sealing compound shall be accomplished in strict accordance with the manufacturer's instructions, as to the method of application, quantity of material, the grade of the materials, and the application temperatures. 4) Gaskets installed on both male and female joint surfaces (double gasketing) will be required for all deflected pipe joints, as well as arch or elliptical pipe joints. d. Shop Drawings: Unless otherwise specified, the CONTRACTOR shall submit to the ENGINEER for approval shop drawings showing the exact dimension of the joints including the permissible tolerances for each size of pipe being furnished and the size, type RRF Outlet Pipe 02610-4 Reinforced Concrete Pipe and locations of gasket materials. Approval of the joint detail drawings will not relieve the CONTRACTOR of any responsibilities to meet all of the requirements of these Specifications, or of the responsibility for correctness of the CONTRACTOR's details. e. Acceptable Joint for Concrete Storm Sewer Installations: Except where a specified type of pipe joint or jointing material is noted on the Drawings, joints and jointing material for concrete sewer installations shall be in conformance with the following table. Allowable Tyne of Joints Application Tongue & Groove Bell & Spigot Bell & Spigot w/flexible plastic w/B.O.R. w/B.O.R. sealing compound Type R-4 Joint Type R-2 (ASTM C-361) Joint 1. Non -Pressurized Storm Sewers a. Open Cut 36" & larger X X b. Open Cut 15" to 33" X X X 2. Pressurized Storm Sewers a. Open Cut X X NOTE: 1) Where more than one type of joint is acceptable, the CONTRACTOR may use either type at his option subject to the physical characteristics and manufacturing method of the pipe. 2) All elliptical pipe or arch pipe shall be double gasketed with a flexible plastic joint sealing compound. 3) In addition to the gasket requirements, if the average joint gap in 36-inch diameter pipe or larger pipe exceeds 3/4-inch, the void shall be filled and troweled smooth with an approved non-metallic, non -shrink grout conforming to ASTM C-827 or a flexible plastic sealant conforming to Federal Specification SS-S-00210 so to provide a smooth interior surface at the joint. 4) For pipe sizes 18-, 24-, 27-, 30-, and 36-inch in diameter, the reinforcement in the bell and spigot shall conform to ASTM C-76 for the class of pipe specified or to ASTM C-361 for a minimum pressure head of 25 foot, whichever is greater. it. Protective Coatings: Normally, no additional exterior or interior protective coatings will be required for concrete pipe. However, whenever adverse corrosive conditions warrant additional interior protection, those pipe segments will be noted on the Drawings. RRF Outlet Pipe 02610-5 Reinforced Concrete Pipe PART 3 EXECUTION 3.0.1 SURFACE PREPARATION A. Within Easements, Cultivated, Landscaped, or Agricultural Area: All vegetation, such as brush, sod, heavy growth of grass or weeds, decayed vegetable matter, rubbish and other unsuitable material within the area of excavation and trenchside storage shall be stripped and disposed of in accordance with the requirements of Section 02230. Topsoil shall be removed from the area to be excavated and stockpiled, or, the CONTRACTOR may elect to import topsoil to replace that lost during excavation. Topsoil shall be removed to a depth of 8 inches or the full depth of the topsoil, whichever is less. B. Within Unpaved Roadway Areas: The CONTRACTOR shall strip the cover material from graveled roadways or other developed, but unpaved traffic surfaces to the full depth of the existing surfacing. The surfacing shall be stockpiled to the extent that it is acceptable and useable for restoration purposes. C. Within Paved Areas: The removal of pavement, sidewalks, driveways, or curb and gutter shall be performed in a neat and workmanlike manner. Pavement, sidewalks, driveways, or curb and gutter shall be cut with a power saw, pavement breaker, or other approved method of scoring, to a minimum depth of 2", prior to breaking or excavation. The pavement shall be cut vertically, in straight lines and avoiding acute angles. Any overbreak, separation, or other damage to the existing bituminous or concrete outside the designated cut lines shall be replaced at the CONTRACTOR's expense. Excavated paving materials shall be removed from the job site and shall not be used as fill or backfill. 3.02 DEWATERING A. All pipe trenches and excavation for structures and appurtenances shall be kept free of water during pipe laying and other related work. The method of dewatering shall provide for a dry foundation at the final grades of excavation in accordance with Section 02240. Water shall be disposed of in a manner that does not inconvenience the public or result in a menace to public health. Pipe trenches shall contain enough backfill to prevent pipe flotation before dewatering is discontinued. Dewatering shall continue until such time as it is safe to allow the water to rise in the excavation. 3.03 LAYING, ALIGNING, AND JOINING PIPE A. Storm sewer pipe shall be installed in accordance with the manufacturer's recommendations for installing the type of pipe used, unless otherwise shown on the Drawings. RRF Outlet Pipe 02610-6 Reinforced Concrete Pipe Proper equipment, implements, tools and facilities shall be provided and used by the CONTRACTOR for safe and convenient installation of the type of pipe being installed. Responsibility for Material: The CONTRACTOR shall be responsible for all materials intended for the work that are delivered to the construction -site and accepted by him. Payment shall not be made for materials found to be defective or damaged in handling after delivery and acceptance. Defective or damaged materials shall be removed and replaced with acceptable materials at the CONTRACTOR's expense. The CONTRACTOR shall be responsible for the safe and proper storage of such materials. 2. Handling: Pipe and accessories furnished by the CONTRACTOR shall be delivered to, unloaded and distributed at the site by the CONTRACTOR. Pipe and accessories furnished by the Contracting Agency shall be unloaded and distributed at the site by the CONTRACTOR. Each pipe shall be unloaded adjacent to or near the intended laying location. Pipe fittings, specials, valves and appurtenances shall be unloaded and stored in a manner that precludes shock or damage. Such materials shall not be dropped. Pipe shall be handled so as to prevent damage to the pipe ends or to any coating or lining. Pipe shall not be skidded or rolled against adjacent pipe. Damaged coatings or lining shall be repaired by the CONTRACTOR, at his expense in accordance with the recommendations of the manufacturer and in a manner satisfactory to the ENGINEER. Physical damage to the pipe or accessory shall be repaired by the CONTRACTOR at his expense, and in a manner satisfactory to the ENGINEER. 3. Laying Pipe: The pipe and pipe coatings shall be inspected for damage or defects before being placed in the trench. Damaged or defective pipe shall not be installed. Pipe lines shall be laid to the grades and alignment shown on the Drawings or staked by the ENGINEER. Variation from the prescribed grade and alignment shall not exceed 0.10 feet, and the rate of departure from, or return to, the established grade or alignment shall be not more than 1 inch in 10 feet, unless approved by the ENGINEER. No deviation from grade shall cause a depression in the sewer invert that could retain fluids or solids. Pipe fittings shall be laid so as to form a close concentric joint with the adjoining pipe to avoid sudden off -sets of the flowline. Pipe sections shall be joined together in accordance with the manufacturer's recommendations. Pipe fittings and appurtenances shall be carefully lowered into the trench with suitable tools or equipment to prevent damage to the pipe and protective coatings and linings; pipe and accessory materials shall not be dropped or dumped into the trench. RRF Outlet Pipe 02610-7 Reinforced Concrete Pipe Obstructions not shown on the Drawings may be encountered during the progress of the work. Should such an obstruction require an alteration to the pipe alignment or grade, the ENGINEER shall have authority to order a deviation from the Drawings, or the ENGINEER may arrange for the removal, relocation, or reconstruction of any structures which obstruct the pipeline. Precautions shall be taken to prevent foreign material from entering the pipe before or while it is being placed in the line. During laying operations, no debris, tools, clothing or other materials shall be placed in the pipe. The open ends of pipe shall be closed with a watertight plug, or with other devices approved by the ENGINEER, at times when pipe laying is not in progress. Joints of precast concrete boxes and precast concrete pipe shall be grouted in accordance with the manufacturer's recommendations. 3.04 BEDDING AND BACKFILLING A. Select bedding and backfill material may be required and shall be so shown on the Drawings. Select bedding materials shall conform to the designated gradation requirements in Section 02320. Bedding material shall be placed under and around all pipe as shown on the Drawings. Bedding shall be placed in a manner that will minimize separation or change in its uniform gradation. Bedding shall be distributed in 6 inch maximum layers over the full width of the trench and simultaneously on both sides of the pipe. Special care shall be taken to assure full compaction under the haunches and joints of the pipe. Backfill compaction shall not be attained by inundation or jetting unless approved in writing by the ENGINEER. Backfill material shall be uniformly compacted the full depth of the trench. 3.05 SURFACE RESTORATION A. All streets, alleys, driveways, sidewalks, curbs or other surfaces broken, cut or damaged by the CONTRACTOR shall be replaced in kind or as shown on the Drawings. 3.06 CONCRETE CUTOFF COLLARS A. Concrete shall meet the requirements of Section 03310. 3.07 CLEAN UP A. All rubbish, unused materials and other non-native materials shall be removed from the job site. All excess excavation shall be disposed of as specified, and the right-of-way shall be left in a state or order and cleanliness. END OF SECTION RRF Outlet Pipe 02610-8 Reinforced Concrete Pipe THIS PAGE INTENTIONALLY LEFT BLANK. RRF Outlet Pipe 02610-9 Reinforced Concrete Pipe SECTION 02635 MANHOLE STRUCTURES PART1 GENERAL 1.01 SECTION INCLUDES A. Furnish and install precast concrete manhole base, sections, adjusting rings, steps, and manhole ring and cover, complete. 1.02 RELATED SECTIONS A. Section 02240 — Water Control and Dewatering B. Section 02315 — Excavation and Embankment C. Section 02320 — Trench Excavation and Backfill 1.03 SUBMITTALS A. The CONTRACTOR shall submit manufacturer's technical descriptions of manhole sections, steps, rings and covers. PART2 PRODUCTS 2.01 MATERIALS A. Precast Manhole Sections: Precast reinforced concrete manhole sections shall be produced using Type H Portland cement and be fabricated in accordance with ASTM C 478. Flexible plastic sealant, RUB-R-NEK, or equivalent, shall be required for all horizontal mating surfaces between precast sections. Manhole sections shall be clearly marked with the information specified for product marking in ASTM C 478. B. Manhole Frames and Covers: Manhole frames and covers shall be 400 pound or greater, 22-inch clear opening, as manufactured by Neenah, Deeter Foundry, Castings Inc., J Mark Corp, with closed pick hole or approved equal. Manhole covers shall be labelled for the appropriate utility (e.g. storm, water, sewer, electric). Covers with more than one lifting hole will not be accepted. Watertight frames and covers if required shall be NEENAH R-1915/R-1916 series (as applicable) or approved equal. RRF Outlet Pipe 02635-1 Manhole Structures C. Manhole Steps: Manhole steps shall be polypropylene. The manhole steps shall be approximately nine inches wide and 13 inches long and weigh approximately two pounds. The steps shall located no more than 28 inches from the top of the finished manhole nor more than 18 inches from the floor and be spaced no greater than 12 inches apart. The step shall have a skid -resistant surface and be designed mechanically to prevent sideslip. D. Joints: All precast concrete joints shall be made with a preformed joint sealer or grout. All joints that are made with the joint sealer shall also be pointed with mortar on the inside of the section. 1. Mortar: Mortar used in jointing precast concrete manhole sections shall be composed of one part Portland cement and not more than three nor less than two parts of fine aggregate. Portland cement shall meet the requirements of ASTM C 150, Type II. Hydrated lime or masonry cement shall not be used. Fine aggregate shall consist of well -graded natural sand having clean, hard, durable, uncoated grains, free from organic matter, soft or flaky fragments or other deleterious substances such as calcium chloride. The fine aggregate shall be thoroughly washed and shall be uniformly graded from coarse to fine with a minimum of 95% passing the #4 sieve and a maximum of 7% passing the #100 sieve. All mortar shall be fresh for the work at hand. Mortar that has begun to set shall not be used. 2. Joint Seals: Precast concrete manhole section joint seals shall meet the requirements of Section 07905. If Section 07905 is absent from this specification, joint seal material shall be "RUB-R-NEK" or approved equal. Apply a manufacture's approved primer to manhole joints prior to installation of seals. PART 3 EXECUTION 3.01 GENERAL A. The manhole shall be constructed on a properly compacted subgrade and in such a manner that the center of the manhole coincides with the intersection of the projected centerlines of the inlet and discharge pipelines. The surface shall be level to permit proper construction of the riser sections. Changes in size and grade of channels for gravity pipelines, shall be made gradually and evenly using concrete made with ASTM C 150, Type II Portland cement. The invert channels may be formed directly in the concrete manhole base or may be constructed by laying sewer pipe through the manhole and cutting out the top half of the pipe after the concrete has cured and reached design strength. RRF Outlet Pipe 02635-2 Manhole Structures The floor of the manhole outside of the channels shall slope upward from the springline of the pipeline to the wall of the manhole at not less than one inch per foot nor more than two inches per foot. 3.02 PLACEMENT OF PRECAST CONCRETE BASE AND RISER SECTIONS: A. Sections: Set the base and each manhole riser section such that the manhole will be plumb. Use sections of various heights to bring the ring and cover to the proper grade. The last riser section prior to placement of an eccentric cone or flat top shall be the shortest available but in no case greater than 24 inches in height. B. Joints: Sections shall be clean and dry. Mortar joints shall not be used when temperature of the air or section will be below 35' F when placing and curing unless supplemental heat is used to keep the sections warm and mortar from freezing. In addition, Mortar shall not be used when manhole is within 50' of the centerline of the Latimer County Canal No. 2 or the New Mercer Ditch. 1. Using Joint Sealer: The mating surfaces of the two sections to be joined shall be thoroughly cleaned. Apply the joint sealer to the seat of the base or riser section that is already in place. Only one joint is permitted in the sealer. Carefully lower the second precast concrete section onto the first section so that the joint sealer compresses forming a uniform seal. Each succeeding precast section shall be jointed in a similar manner. 2. Using Mortar: The mating surfaces of the two sections to be joined shall be thoroughly cleaned. Apply a one -inch minimum bed of freshly mixed mortar to the joint of the section already in place. The mortar shall be uniform in thickness and cover the entire perimeter of the section. Carefully lower the second precast concrete section onto the first section so that the mortar compresses forming a uniform seal. Tool the mortar for a uniform appearing joint. Each succeeding precast section shall be jointed in a similar manner. B. Lifting Holes: Fill all lifting holes with mortar. 3.03 REPAIR OF IMPERFECTIONS IN SECTIONS A. Imperfections in the precast concrete manhole base or sections shall be reviewed by the ENGINEER prior to repair. The CONTRACTOR shall submit repair materials and methods to the Engineering for review and approval. 3.04 ADJUSTING RINGS, RING AND COVER INSTALLATION RRF Outlet Pipe 02635-3 Manhole Structures A. Install ring and cover on one or maximum of two precast concrete adjusting rings. Each adjusting ring shall be a maximum of 8-inches high. Adjusting rings shall be placed similar to the precast concrete manhole rings, i.e., thoroughly cleaned and placed with mortar or joint sealer. The total allowable height of adjusting rings, ring and cover shall be one inch less than the manufacturer's shortest precast concrete riser section. Unless otherwise indicated in the Drawings, set the top of the adjusting rings such that no part of the cast iron ring and cover will project above a point 1/4 inch below the finish surface of pavement. 3.05 PIPE CONNECTIONS A. The manhole shall he thoroughly bonded to the barrel of the pipe and all connections with pipe shall be made without projections or voids. All pipe shall have a Hamilton Kent (or approved equal) water stop gasket applied around the pipe. The joint between the PVC pipe and manhole wall shall be sealed with a non -shrink, non-metallic grout. 3.06 ACCEPTANCE A. The sewers and manholes shall meet the requirements of the following tests. The CONTRACTOR shall furnish all equipment, labor and incedentals necessary and conduct tests in the presence of the ENGINEER. B. Alignment tests The ENGINEER may lamp each section of sewer between manholes to determine whether any displacement of the pipe has occurred. The CONTRACTOR shall provide suitable assistance to perform tests. 2. The CONTRACTOR shall repair poor alignment, displaced pipe or other defects discovered. C. Television Inspection 1. Owner may perform television inspection upon Substantial Completion and prior to Final Inspection and Acceptance. 2. Inform Owner one (1) week prior to requiring his services. 3. Supply Owner with unobstructed access to all manholes. 4. Owner will supply traffic control relevant to this operation. D. Vacuum Testing Vacuum testing is not required on storm sewer manholes. E. Manholes and pipe lines shall not have any visible leaks for damp spots. RRF Outlet Pipe 02635-4 Manhole Structures Project Resource Recovery Farm Outlet Pipe Date Bid Schedule Addendum 1 item Description Unit Estimated Unit Item Number Cost Quantk Cost $ $ 1 Mobilization and Field Overhead LS 1 39'n-12 3538•12 2 Traffic Control LS 1 10150 101 50 3 Clearing and Grubbing LS 1 237196 2371 % 4 Construction Dewatering LS 1 9889 35 9889 35 5 Construction Surveying and Staking LS 1 2674 91 2674 91 6 Remove Stockpile and Replace Existing Riprap on River Bank CY 40 3183 1273 20 7 Unclassified Excavation CY 140 1629 2280 60 8 Muck Excavation CY 50 3546 1773 00 9 Embankment CY 50 15 10 75500 10 24 inch Reinforced Concrete Pipe LF 700 66 14 462% OD 11 48 inch Manhole EA 4 176938 7077 52 12 Sand Cutoff Wall CY 16 94 75 1516 00 13 Concrete Headwall with Slidegate EA 2 4734 58 %69 16 14 Riprap (Class 9) CY 14 56 25 787 50 15 Miscellaneous Metals Trash Racks LS 1 566..50 566.50 16 Landscape Ground Preparation and Seeding AC 2 3%5 74 71K 48 17 Erosion Control Temporary Coffer Dam LS 1 16C0 00 160000 18 Erosion Control Silt Fence LF 1590 93 1478 70 19 Erosion Control Sediment Trap/In Channel BMP EA 1 534 75 534 75 TOTAL COST 1(YI117.75 TOTAL COST IN WORDS C11e Krdrud 9M'1-r-Td 01g Auked ,%vwtffit a-3 25/100 F. Repair and retest lines and manholes that fail tests until satisfactory results are obtained. G. Cleaning Prior to Substantial Completion remove all accumulated construction debris, rocks, gravel, sand, silt and other foreign material from the sewer system. Use mechanical rodding or bucketing equipment as required. 2. Upon final inspection if any foreign material is present in the system, flush and clean the sections of the line as required. 3.07 ABANDONMENT A. Manholes to be abandoned in place shall have all pipes entering or exiting the structure plugged with lean concrete or controlled low strength material backfill (Flo -Fill). For manholes with existing pipes too large to plug with fill, the CONTRACTOR shall construct a bulkhead on the inside of the manhole to prevent the fill from entering the pipes. Material and procedure must be approved by the ENGINEER. B. Manhole tops or cone section shall be removed to the top of the full barrel diameter section or to a point not less than 36 inches below final grade. The structure shall then be backfilled with lean concrete or Flo -Fill. Surface restoration shall be completed to match the surrounding areas. C. Manhole rings and covers, inlet grates and frames, precast flat top or cone sections, or any other salvageable items shall be salvaged, stored, and delivered to such location as prescribed by the ENGINEER. END OF SECTION RRF Outlet Pipe 02635-5 Manhole Structures THIS PAGE INTENTIONALLY LEFT BLANK. RRF Outlet Pipe 02635-6 Manhole Structures SECTION 02920 GRASSES PART1 GENERAL 1.01 SECTION INCLUDES A. This section covers soil preparation, fertilizing, mulching, installation of erosion control fabrics, watering and initial care, final inspection and approval, and the guarantee period for permanently revegetated areas. B. This section addresses work within the limits of disturbance as shown on the Drawings. However, if disturbance does occur outside of this designated area, this section will also pertain to those areas which have been disturbed. 1.02 SUBMITTALS A. Submit the seed vendor's guaranteed statements of composition of mixtures, and percentage of purity, germination and minimum weed content of each species used in mixtures. B. Submit the following manufacturer's certifications to verify that materials meet specification requirements. 1. Fertilizer analysis 2. Organic mulch tackifier/binder 3. Erosion control and revegetation material 4. Herbicide 1.03 MAINTENANCE AND ACCEPTANCE A. Initial Inspection: 1. Revegetation: The CONTRACTOR will inspect existing site conditions and note irregularities affecting work of this section. Verify that grading operations have been satisfactorily completed and that topsoil of adequate quantity and quality has been replaced in all disturbed areas as specified. Verify that the area to be revegetated is protected from concentrated runoff and sediment from adjacent areas. Note any previous treatments to the area such as temporary seeding or mulching and discuss how these treatments will effect permanent revegetation with the ENGINEER. Report all irregularities affecting work of this section to the ENGINEER before beginning work. Beginning work of this section implies acceptance of existing conditions. RRF Outlet Pipe 02920-1 Grasses Condition Acceptance: Upon completion of the seeding operations, the CONTRACTOR shall notify the ENGINEER to review the work. If all work is acceptable, the ENGINEER shall record that date and issue a "Conditional Acceptance" certificate. 2. Seeded areas shall receive "Final Acceptance" provided all requirements, including two (2) years maintenance have been complied with and a healthy, even colored, viable turf is established, free of weeds and undesirable grass species, disease and insects. Seeded areas shall meet the required coverage for seed establishment. C. Seed Establishment Period: 1. Seed establishment period shall begin upon notice of "Conditional Acceptance" given by the ENGINEER in writing. 2. Areas seeded in the Spring shall be inspected for required coverage the following Fall not later than October 1st. Required coverage for grass seed areas shall be ten (10) viable live seedlings of the species specified per square foot, or 50% foliage cover as measured from 5' directly over head, with no bare spots larger than one square foot. Determination of required coverage will be based on a random sampling of the entire project area, and shall consist of a minimum of five samples, each two square feet in area. Bare spots are defined as those areas larger than one square foot which do not meet the required coverage. The following Spring prior to May 15th the seeded areas shall be reinspected for the required coverage. At this time 75% foliage cover, or fifteen (15) viable live seedlings of the species specified per square foot, as measured from 5' directly overhead shall be required. The same random sampling method will be used to determine coverage. 3. Once the maintenance periods are completed and seed establishment is accepted, the ENGINEER shall issue a "Final Acceptance of Seeding Work". D. Maintenance Period: Maintain all seeded areas for two growing seasons from the date of "Conditional Acceptance". CONTRACTOR shall perform necessary maintenance to ensure establishment per Section 1.03 C. E. Maintenance (CONTRACTOR May Choose to Perform the Following): Mowing and Weed Control: a) Mow seeded areas leaving a five to six inch stubble, three times per RRF Outlet Pipe 02920-2 Grasses growing season during the maintenance period. b) Apply appropriate herbicide(s) in accordance with manufacturers suggested rate(s) to control weeds. Herbicide application must comply with all requirements of herbicide/pesticide applicators license, including suitable waming/signing following application. 2. Disease and Insect Control: Apply fungicides and insecticides as required to control diseases and insects by a licensed applicator in accordance with state law requirements. 3. Watering: The CONTRACTOR shall be responsible for watering of seeded areas if he deems it necessary to insure performance under this Section. Apply only the amount of water necessary to maintain seeded areas in a healthy condition until the end of the warranty period. Reduce amount of water after seed is established. Avoid standing water, surface wash, or erosion from over -watering. 4. Protection: a) Provide sufficient barriers and signage notifying the public to keep off newly seeded areas. b) Repair: Re -seed areas that have washed out or are eroded. 5. Inspection: a) The CONTRACTOR shall notify the ENGINEER prior to watering, mowing, fertilizing, and spraying operations. b) After the first six months the ENGINEER and the City Forester shall perform an intermediate inspection of the site with the CONTRACTOR to determine that maintenance is sufficient to insure a healthy condition of the seeding work at the end of the two growing seasons. 1.04 CLEANING A. Perform cleaning daily during installation of the work, and upon completion the work. Remove and haul from the site all excess materials, debris, and equipment. Repair damage resulting from seeding and maintenance operations. Clean mulch from paved surfaces. 1.05 WARRANTY A. For a period of two years after the date of "Conditional Acceptance of Seeding Work", the CONTRACTOR shall maintain and guarantee all seeded areas to be in a vigorous, healthy growing condition. The CONTRACTOR shall re -seed any areas RRF Outlet Pipe 02920-3 Grasses that are dead, diseased, or in the opinion of the ENGINEER in an unhealthy condition at no additional cost to the OWNER. Reseeding operations shall be performed by the CONTRACTOR within ten days of notification from the ENGINEER. PART PRODUCTS 2.01 QUALITY A. All materials used for revegetation shall be new and without flaws or defects of any type, and shall be the best of their class and kind. 2.02 DELIVERY, STORAGE, AND HANDLING A. Seed: All seed shall be furnished in bags or containers clearly labeled to show the name and address of the supplier, the seed name, the lot number, net weight, the percent of weed seed content, and the guaranteed percentage of purity and germination. All brands furnished shall be free from noxious seeds. The CONTRACTOR shall furnish to the ENGINEER a signed statement certifying that the seed furnished is from a lot that has been tested by a recognized laboratory for seed testing within six months prior to the date of delivery. Seed which has become wet, moldy, or otherwise damaged in transit or in storage will not be accepted. B. Seed shall conform to all current State and Federal regulations and will be subject to the testing provisions of the Association of Official Seed Analysis. C. The seed shall have a minimum germination of 85% and a minimum purity of 90%. Seed shall not exceed 1% weed content by weight. If seed available on the market does not meet the minimum purity and germination percentages specified, the CONTRACTOR must compensate for a lesser percentage of purity or germination by furnishing sufficient additional seed to equal the specified product. Product comparison shall be made on the basis of pure live seed in pounds. This formula used for determining the quantity of pure live seed (PLS) shall be: Pounds of Seed x (Purity x Germination) = Pounds of Pure Live Seed (PLS). 2.03 FERTILIZER A. Commercial product of uniform composition, free flowing and conforming to applicable State and Federal laws. Deliver in original, unopened containers. Submit manufacturer's guaranteed analysis. No Cyanamid compounds will be permitted in mixed fertilizers. 2.04 SEED RRF Outlet Pipe 02920-4 Grasses A. Furnish in bags or containers clearly labeled to show that name and address of the supplier, the seed name, the lot number, net weight, percent of weed seed content and the guaranteed percent of purity and germination. All seed shall be free from noxious weed as defined by the OWNER. Do not use seed which has become wet, moldy or otherwise damaged in transit or storage. All seed shall be mixed by the wholesale dealer. The seed shall be mixed in proportions necessary to obtain the application rate specified. 1. Dryland Seed Western wheatgrass, Barton Bluebunch wheatgrass, Secar Slender Wheat, Primar (Revenue) Blue Grama, Lovington Sheep Fescue, Covar (Bighorn) Switchgrass, Blackwell 2. Wetland Seed Nebraska Sedle (Carex nebraskensis) Least Spikemsh (Eleocharis asicularis) Torrey Rush (Juncus torreyi) Three Square (Scirpus americanus) Blue Vervain (Verbena Hastata) 2.05 MULCH PLS Seeding Rate (#/acre drilled) 5.50 2.50 2.00 2.00 2.00 1.50 PLS Seeding Rate (#/acre drilled) 1.00 1.00 1.00 1.00 1.00 A. Mulch will not be required in the seeded areas that have received temporary mulch or temporary vegetation prior to November l". B. Seeded Areas: Hydraulic Mulch: a) Hydraulic mulch material shall consist of at least ninety (90%) percent virgin wood cellulose fiber and be free of any substance or factor which might inhibit germination or growth of grass seed. The wood cellulose fibers shall have the property of becoming evenly dispersed and suspended when agitated in water. b) Hydraulic mulch shall be clean and shall not contain the seeds of noxious weeds or unspecified grasses. It shall be dyed a color to allow visual metering of its application. When sprayed uniformly on the surface of the soil, the fibers shall form a blotter -like ground cover which readily absorbs water, and allows infiltration to the underlying soil. RRF Outlet Pipe 02920-5 Grasses c) Weight specifications for hydraulic mulch from suppliers and for all applications shall refer only to air dry weight of the fiber, a standard equivalent to ten (10%) percent moisture. The hydraulic mulch material shall be supplied in packages having a gross weight not in excess of one hundred (100 lbs.) pounds, and shall be marked by the manufacturer to show the air dry weight content. d) The CONTRACTOR shall obtain and submit to the ENGINEER certifications from suppliers of hydraulic mulch that laboratory and field testing of their product has been accomplished, and that it meets all of the foregoing requirements pertaining to wood cellulose fiber mulch. 2.06 WATER A. The CONTRACTOR will be required to provide all water necessary for planting and establishment of vegetation. All water used on projects under this Contract shall be free of any substances harmful to plant germination and growth, and of the environment in general. The CONTRACTOR shall be responsible for furnishing and applying water which meets these requirements. 2.07 CARE OF DELIVERED MATERIALS A. Commercially purchased wetland plants will be delivered to the construction site as close to the time of planting as possible. Upon receipt of the shipment, plants will be inspected for moisture status and condition. All plants will be watered upon arrival. Watering should be repeated every four days as needed following this date until planting. No fertilizer materials will be applied to stored plants. Plants will be stored in such a manner as to: 1. Avoid or reduce moisture stress. 2. Avoid excessive heat or cold. 3. Protect plants from wind and mechanical damage. 4. Provide a staging area for subsequent planting activities. B. All fertilizer, seed, and mulch materials will be retained in shipping bags until they are to be used. These materials will be stored in a manner to prevent them from coming in contact with precipitation of surface water. PART 3 EXECUTION RRF Outlet Pipe 02920-6 Grasses 3,01 SOIL PREPARATION A. Apply a minimum of 6 inches of topsoil to all areas to be seeded. Thoroughly till all areas which are to be seeded that previously supported vehicular traffic to a depth of 12". Till all remaining areas to a depth of 6". Channel bottom areas are to be ripped to a depth of at least 2 feet on approximately 2- to 4-foot centers. Work the soil only when moisture conditions are suitable. Remove rocks and other objects 3" or greater in any dimension. B. Correct irregularities in the ground surface resulting from soil preparation operations and slope to drain. 3.02 SEEDING A. Seed all areas that have been disturbed as a result of construction operations after ENGINEER has inspected and approved the seedbed. All areas disturbed by the CONTRACTOR (i.e. staging areas, etc.) shall be seeded by the CONTRACTOR at no cost to the OWNER. B. Seeding shall occur immediately after soil preparation has been approved by ENGINEER. C. Do not seed during windy weather or when the ground is frozen, muddy, or untillable. D. Seed at the rates specified in 'PART 2 - MATERIALS". E. Seeded Areas: Seed all areas with a mechanical power -drawn drill when possible. When access is not possible, broadcast seeding may be allowable, if approved by the ENGINEER. Drill Seeding: All seed is to be drilled 0.25 inch to 0.50 inch into the soil at the specified PLS/acre rate with a mechanical, power -drawn drill or Brillion seeder. Rows shall be spaced not more than 7 inches apart. If using a range drill, the CONTRACTOR shall drill one-half of the required PLS/acre in one compass direction, and then drill the remaining half of the required PLS/acre in a direction 90 degrees to the first half. 2. Broadcast seeding will be accomplished using hand -operated 'cyclone -type" seeders or rotary broadcast equipment attached to construction or revegetation machinery. All machinery will be equipped with metering devices. Broadcasting by hand will be acceptable on small, isolated sites. When broadcast seeding, passes will be made over each site to be seeded in a manner to ensure an even distribution of seed. When using hopper type equipment, seed shall be frequently mixed within the hopper to discourage seed settling and uneven planting distribution of species. RRF Outlet Pipe 02920-7 Grasses Broadcast seeding will take place immediately following the completion of final seedbed preparation techniques and upon inspection and approval of the ENGINEER. Broadcast seeding should not be conducted when wind velocities would prohibit even seed distribution. The broadcast seeding rate for herbaceous species will be twice the rate of drill seeding. Woody species will be established by broadcast seeding methods only. F. Revegetation shall occur based on the following tables: PREFERRED (FALL) REVEGETATION SCHEDULE Reclamation Technique Grading/Ripping Resoiling Seedbed Material Sampling Fertilization Seedbed Preparation Seeding Wetland Pod planting Mulching (if Specified) Month Any month Sept., Oct., Nov. Sept., Oct., Nov. Sept., Oct., Nov. Sept., Oct., Nov. Apr., May, Oct., Nov., Dec. Apr., May, Oct., Nov., Dec. Sept., Oct., Nov., Dec. ALTERNATE (SPRING) REVEGETATION SCHEDULE Reclamation Technique Grading/Ripping Resoiling Seedbed Material Sampling Fertilization Seedbed Preparation Seeding Wetland Pod planting Mulching (if Specified) 3.03 MULCH APPLICATION Month Any month Feb., Mar., Apr., May Mar., Apr., May Mar., Apr., May Mar., Apr., May Mar., Apr., May Apr., May Feb., Mar., Apr., May A. Mulch will not be required in the seeded areas that have received temporary mulch or temporary vegetation prior to November I". Mulch shall be applied immediately following seeding operations. B. Seeded areas: Hydraulic Mulch - Immediately after seeding has been completed, hydraulic mulch, if required, shall be applied as a homogeneous slurry of water, cellulose fiber mulch, and tackifier at the rate of two thousand (2,000) pounds per acre. Mulch mixture shall be applied uniformly over all seeded areas with equipment capable of operating at one hundred (100) gallons per minute at one hundred (100) pounds per square inch. RRF Outlet Pipe 02920-8 Grasses 9 PRICES The foregoing prices shall include all labor, materials transportation shoring removal dewatering overhead profit insurance etc to cover the complete Work in place of the several kinds called for Bidder acknowledges that the OWNER has the right to delete items in the Bid or change quantities at his sole discretion without affecting the Agreement or prices of any item so long as the deletion or change does not exceed twenty-five percent (25%) of the total Agreement Price RESPECTFULLY SUBMITTED QH CQLStYlCt1Q1� TIC CONTRACTOR 1n/yos nature Date Title License Number (If Applicable) (Seal - if Bid is by corporat n) Attest Address 7p(1 F (,arrlra� iln� � h[. rriam� ClD f�SSU jOV0j i4o Telephone q�7,sv✓n Zc SEAL Email 91h9N&1}rm St1Mt1cn ccm Rev 10/20/07 Section 00300 Page 3 3.04 PROTECTION OF SEEDED AREAS A. Protect seeded areas from unnecessary pedestrian or vehicular traffic until well established through the use of fences, barricade and signage. Provide any additional erosion control measures which are necessary for the successful establishment of vegetation. 3.05 RESEEDING AND REPAIR A. The CONTRACTOR shall be responsible for reseeding and mulching areas which do not meet the acceptance criteria set forth in paragraph 1.03 of this Section. 3.06 MAINTENANCE A. The CONTRACTOR shall ensure successful seed growth per Section 1.03 C. CONTRACTOR may choose the following methods to achieve successful seed growth. I. Periodic Inspections 2. Weed Control 3. Disease and Insect Control 4. Watering: a) Seeded areas may be watered if deemed necessary by the CONTRACTOR to ensure performance under his Section. 5. Protection B. Refer to maintenance requirements in Paragraph 1.03, E. END OF SECTION RRF Outlet Pipe 02920-9 Grasses THIS PAGE INTENTIONALLY LEFT BLANK. RRF Outlet Pipe 02920-10 Grasses SECTION 02921 GROUND PREPARATION FOR SEEDING PART] GENERAL 1.01 SECTION INCLUDES A. This section covers soil preparation for areas to be reseeded. B. This section addresses work within the limits of disturbance as shown on the Drawings. However, if disturbance does occur outside of this designated area, this section will also pertain to those areas, which have been disturbed. 1.02 INITIAL INSPECTION The CONTRACTOR will inspect existing site conditions and note irregularities affecting work of this section. Verify that grading operations have been satisfactorily completed and that topsoil of adequate quantity and quality has been replaced in all areas as specified. Verify that the area to be revegetated is protected from concentrated runoff and sediment from adjacent areas. Note any previous treatments to the area such as temporary seeding or mulching and discuss how these treatments will effect permanent revegetation with the ENGINEER. Report all irregularities affecting work of this section to the ENGINEER before beginning work. Beginning work of this section implies acceptance of existing conditions. 1.03 CLEANING Perform cleaning daily during installation of the work, and upon completion the work. Remove and haul from the site all excess materials, debris, and equipment. Repair damage resulting from ground preparation operations. PART EXECUTION 2.01 GENERAL SOIL PREPARATION A. Inspection: Examine the substrate in which the work is to be performed. Do not proceed until unsatisfactory conditions have been corrected. B. Grades: Grades have been established under work of another Section to within 1 inch, plus or minus, of required finished grades. Verify that grades are within 1 inch, plus or minus, of required finished grades. Notify the ENGINEER prior to commencing soil preparation work if existing grades are not satisfactory, or assume responsibility for conditions as they exist. C. Weed and Debris Removal: All ground areas to be planted shall be cleaned of all weeds and debris prior to any soil preparation or grading work. Weeds and debris shall be disposed of off the site. RRF Outlet Pipe 02921-1 Ground Preparation for Seeding D. Contaminated Soil: Do not perform any soil preparation work in areas where soil is contaminated with cement, plaster, paint or other construction debris. Bring such areas to the attention of the ENGINEER and do not proceed until the contaminated soil is removed and replaced. E. Moisture Content: Soil shall not be worked when moisture content is so great that excessive compaction will occur, nor when it is so dry that dust will form in the air or that clods will not break readily. Water shall be applied, if necessary, to bring soil to an optimum moisture content for tilling and planting. F. Ripping & Scarification: Rip, scarify, or otherwise loosen all areas to a depth of 6 inches, removing all obstructions encountered in excavating, such as loose rock, con- struction debris, etc. Thoroughly till all areas which are to be seeded that previously supported vehicular traffic to a depth of 12". Till all remaining areas to a depth of 6". Channel bottom areas are to be ripped to a depth of at least 2 feet on approximately 2- to 4-foot centers. Work the soil only when moisture conditions are suitable. Remove rocks and other objects 3" or greater in any dimension. END OF SECTION RRF Outlet Pipe 02921-2 Ground Preparation for Seeding DIVISION 3 - CONCRETE SECTION 03110 SECTION 03210 SECTION 03310 SECTION 03320 SECTION 03350 SECTION 03390 SECTION 03615 RRF Outlet Pipe STRUCTURAL CAST -IN -PLACE CONCRETE FORMS REINFORCING STEEL STRUCTURAL CONCRETE CONSTRUCTION JOINTS CONCRETE FINISHING CONCRETE CURING GROUT SECTION 03110 STRUCTURAL CAST -IN -PLACE CONCRETE FORMS PART1 GENERAL 1.01 SECTION INCLUDES The CONTRACTOR shall supply all labor, tools, equipment and materials to set forms for the proper placement of concrete for structures. It is the CONTRACTOR's responsibility to design and build adequate forms and to leave them in -place until the forms can be safely re- moved. The CONTRACTOR is responsible for damage and injury caused by removing forms carelessly or before the concrete has gained sufficient strength. Means and methods of repair shall be reviewed by the ENGINEER prior to performing the work. 1.02 RELATED SECTIONS A. Section 03310 — Structural Concrete B. Section 03320 — Construction Joints C. Section 03350 - Concrete Finishing D. Section 03615 - Grout 1.03 QUALITY STANDARDS A. American Concrete Institute 1. ACI 318 - Building Code Requirements for Structural Concrete 2. ACI SP-4 - Formwork for Concrete B. American Plywood Association 1. PS I - US Product Standard for Construction and Industrial Plywood 2. J20 - Grades and Specifications 3. V345 - Concrete Forming 1.04 SUBMITTALS A. General Design, placement and maintenance of formwork and form systems is the responsi- bility of the CONTRACTOR. Submittals other than listed herein are not required nor will they be reviewed. B. Product Technical Data 1. Manufacturer and type of form materials RRF Outlet Pipe 03110-1 Structural Cast -In -Place Concrete Forms 2. Manufacturer and type of form ties 3. Manufacturer and type of void form including compressive strength 4. Manufacturer of form release agent C. Formwork Design A copy of a transmittal letter from the designing engineer to the CONTRACTOR in- dicating that the design of the formwork for the project was prepared by or under his supervision. The letter shall be stamped with the seal of the designing engineer and signed in accordance with the professional engineering registration laws where the project is located. The designing engineer's qualifications shall be attached to the transmittal letter. 1.05 QUALITY ASSURANCE Formwork, and if required shoring and reshoring, shall be designed by a Professional Engi- neer licensed to practice in the state where the project is located and having a minimum of five years' experience in the design of concrete formwork or form systems. PART PRODUCTS 2.01 GENERAL For the purposes of this specification exposure shall be defined as a surface, interior or exte- rior, of a structure that will be exposed to view during its use. For example, the interior wall of a buried water retaining structure is a surface exposed to view. 2.02 FORMS FOR SURFACES EXPOSED TO VIEW A. Walls APA B-B Plyform Class 1, Exterior, PS-1-83. The plywood shall be mill oiled and edge sealed. 2. Symons hand set steel -ply forms, or equal. B. Beams APA B-B Plyform Class I, Exterior, PS-1-83. The plywood shall be mill oiled and edge sealed. 2. Symons hand set steel -ply forms, or equal. C. Sides of Column Footings APA B-B Plyform Class 1, Exterior, PS-1-83. The plywood shall be mill oiled and edge sealed. 2. Symons hand set steel -ply forms, or equal. RRF Outlet Pipe 03110-2 Structural Cast -In -Place Concrete Forms 2.03 KIM 3. Steel of sufficient thickness that the form will remain true to shape after nu- merous repetitive uses. D. Sides of Curved or Straight Continuous Wall Footings APA High Density Overlay Plyform Class I Exterior, 2. APA B-B Plyform Class I, Exterior, PS-1-83. For curved surfaces, plywood of sufficient thickness, free from knots and other im- perfections, which can be cut and bent and held in place accurately to the required curvature without splintering or splitting shall be used. E. Floor and Roof Slabs APA B-B Plyform Class I, Exterior, PS-1-83. The plywood shall be mill oiled and edge sealed. F. Columns Regardless of materials of construction the forms shall be such to permit bracing in two directions at half -height and full height at a minimum. Two braces at 900 are re- quired at half and full height. 1. Steel of sufficient thickness that the form will remain true to shape after nu- merous repetitive uses. 2. Fiberglass of sufficient thickness that the form will remain true to shape. G. Column Capitals Steel, 16 gage or thicker, so that the form will remain true to shape after nu- merous repetitive uses. FORMS FOR SURFACES NOT EXPOSED TO VIEW Wood or steel sufficiently tight to prevent mortar leakage. ANCHORAGE IN SLABS FOR BRACES FOR WALL AND COLUMN FORMS Braces shall be anchored to deadmen of sufficient size and weight to maintain the proper wall/column alignment under all load conditions including wind. Wedge anchors of any type, inserts or concrete nails are specifically not permitted for an- chorage of wall or column braces in water retaining structures. Wedge anchors or nails may be used in other structures when in the opinion of the ENGINEER the resulting concrete fin- ish patch will be acceptable. The CONTRACTOR shall make a submittal including informa- tion about the type of wedge anchor or nail and the means of patching the surface for review and acceptance by the ENGINEER. RRF Outlet Pipe 03110-3 Structural Cast -In -Place Concrete Forms 2.05 ANCHORAGE IN SLABS FOR UPTURNED COLUMN FOOTING FORMS Braces shall be anchored to deadmen of sufficient size and weight to maintain the proper wall/column configuration and diameter. Wedge anchors of any type, inserts or concrete nails are specifically not permitted for anchorage of column footing forms. 2.06 FORM TIES A. Water Retaining Structures and Below Grade Structures: Symons, S-Panel Ties, or equal, with water seal and one -inch break back cones on both tie ends, shall be used on all wall forms. B. Other Structures: Symons, S-Panel Ties, or equal, with one -inch break back cones on both tie ends unless otherwise called out or shown in the Drawings or approved by the ENGI- NEER, shall be used on all wall forms. C. Twisted Wire Ties: Twisted wire ties with loops to hold forms in position are not permitted. 2.07 CHAMFER STRIP Chamfer strips (3/4 inch) shall be placed in the corners of forms and at the tops of walls or up -turned footings, to produce beveled edges on permanently exposed concrete surfaces. In- terior angles of intersecting concrete surfaces and edges of construction joints shall not be beveled unless otherwise indicated in the Drawings. The chamfer strip may be made of wood or polyvinyl chloride (PVC). 2.08 STIFFBACKS Stiffbacks for wall forms shall be constructed of lumber or Glulams, uniform in width and thickness, free from knots and other surface defects. Only one joint is permitted in the board of a stiftback and joints shall be offset so as to not occur at the same point. Stiffbacks shall extend to a point not less than six inches above the top of forms. 2.09 GANG WHALER PLATES FOR THE TOP OF CURVED WALLS Gang whaler plates shall be constructed of plywood as described below cut to the radius of the wall curve. The gang whaler plate shall be of sufficient depth to permit notching for stiffbacks. A. APA High Density Overlay Plyform Class I Exterior. B. APA B-B Plyform Class I, Exterior, PS-1-83. 2.10 WEDGE INSERTS When permitted by the ENGINEER at the tops of walls or columns, wedge inserts may be RRF Outlet Pipe 03110-4 Structural Cast -In -Place Concrete Forms used to support future formwork or catwalks. The inserts shall be Richmond Screw Anchor, or equal. 2.11 . FORM RELEASE AGENT Magic Kote by Symons Corp. or equal. PART EXECUTION 3.01 GENERAL Forms shall be used, wherever necessary, to confine the concrete and shape it to the specified lines and grades as shown on the Drawings. The CONTRACTOR shall set and maintain concrete forms so as to ensure completed work is within all applicable tolerance limits. If a type of form does not, in the opinion of the ENGINEER, consistently perform in an accept- able manner, the type of form shall be changed and the method of erection shall be modified by the CONTRACTOR, subject to the review of the ENGINEER. Forms shall have sufficient strength to withstand the pressure resulting from placement and vibration of concrete, and shall be maintained rigidly in position. The design of formwork and placing rate of concrete with medium and high -range water reducing agents shall he ad- justed to compensate for the greater hydraulic pressures exerted on the forms by concrete of high fluidity. Forms shall be clean and free from mortar and other foreign material from previous use prior to being placed. The CONTRACTOR shall demonstrate that forms are vertical, proper alignment, grade or radius when requested by the ENGINEER. 3.02 FORM SURFACE TREATMENT A. General Prior to placing reinforcing steel coat the forms with a non -staining release agent that will effectively prevent the absorption of moisture and prevent bond of the concrete to the form. Contact with hardened concrete against which fresh concrete is to be placed is prohibited. All bond breaking materials or processes shall be used only af- ter acceptance by the ENGINEER. Care shall be taken in applying form oil to avoid contact with reinforcement steel. Embedded material which becomes coated with form oil shall be thoroughly cleaned or replaced at the expense of the CONTRAC- TOR. B. For Potable Water Facilities Form release agents for potable water facilities, such as treated water storage reser- voirs or water treatment plants, shall be non -toxic 30 days after application. 3.03 TOLERANCES Tolerances are defined as allowable variations from specified alignments, grades and dimen RRF Outlet Pipe 03110-5 Structural Cast -In -Place Concrete Forms SECTION 00400 SUPPLEMENTS TO BID FORMS 00410 Bid Bond 00420 Statement of Bidder's Qualifications 00430 Schedule of Subcontractors SECTION 00410 Rev 10/20/07 Section 00410 Page 1 lions. Allowable variations from specified alignments, grades and dimensions are prescribed in the following sub -section. Descriptions of these criteria can be found in Part 2 of the ACI Manual of Concrete Practice 1995, Commentary of Standard Specifications for Tolerances for Concrete Construction and Materials (ACI 117-90). A. Footings and Foundations Drilled Piers Vertical alignment <_ 2 % of the shaft length Lateral alignment !— 1/24 of shaft diameter, 3 inch maximum Level alignment to cut-off elevation: +l inch, -3 inch 2. Continuous Wall Footings (Circular and Non -circular) Lateral alignment <_ 2% of the footing width, 2 inches maximum Relative alignment: Variation <_ 1 inch in 10 feet (variation between speci- fied plane and as built surface) Cross -sectional dimension: Horizontal dimension: Variation +2 inch, -1/2 inch Vertical dimension (thickness): Variation ± 1/2 inch Circular Wall Footing Only Variation in Radius in any 20 feet of wall length: !— 1/2 inch Variation in Radius in entire wall length: !— 1 inch 3. Column footings Lateral alignment: Variation 5 2 inch Level alignment: Variation from specified elevation +1/2 inch, - 2 inch Relative alignment: Variation !— I inch in 10 feet (variation between speci- fied plane and as built surface) Cross -sectional dimension: Horizontal dimension: Variation +2 inch, -1/2 inch Vertical dimension (thickness): Variation + 1/2 inch B. Cast -in -Place Concrete for Buildings and other Structures RRF Outlet Pipe 03110-6 Structural Cast -In -Place Concrete Forms Member (such as a beam, column, wall, slab, or pier) Vertical alignment: Variation from specified plumb <_ 3/8 inch (full height) 1/4 inch (one form sec- tion) Lateral alignment: Maximum in any bay: Variation < 1/2 inch Maximum in any 20 feet of length: Variation <_ 1/2 inch Maximum for entire wall length: Variation <_ I inch Floor and wall opening locations: Variation < 1/2 inch Sawcuts and joints: Variation <_ 3/4 inch Level alignment: Top elevation of slabs: Variation < 3/4 inch Lintels, other lines exposed to view: Variation < 3/4 inch Cross sectional dimensions: Walls and slabs (thickness): Variation +1/4 inch Columns and Beams: Variation +1/2 inch, -1/4 inch Size of wall and floor openings: Variation ± 1/4 inch Relative alignment: Offset between adjacent formwork: Variation ±1/4 inch Variation in Specified Grade: For any distance less than 10 feet: Variation <_ 1/4 inch For entire structure: Variation ± 1/2 inch For manholes and outlet structures: Variation < I inch 2. Stairways Relative alignment: RRF Outlet Pipe 03110-7 Structural Cast -In -Place Concrete Forms Difference in height between adjacent risers: 1/8 inch Difference in width between adjacent treads: 1/4 inch 3.04 PLUMB AND STRING LINES Plumb and string lines shall be installed on wall and column forms before, and maintained, during concrete placement. There shall be sufficient number of plumb or string lines in walls, for example at every other stiffback, properly installed to permit continuous monitoring. Dur- ing concrete placement, the CONTRACTOR shall continually monitor plumb and string line positions and immediately correct deficiencies. The plumb and string lines shall extend to a point at least six inches above the top of wall or column. 3.05 FORMWORK CAMBER In order to maintain specified tolerances of joists, beams or slabs subject to dead load deflec- tion, the CONTRACTOR shall camber formwork to compensate for dead load deflection prior to hardening of the concrete. 3.06 GANG WHALER PLATES FOR CIRCULAR WALLS The CONTRACTOR shall place a gang whaler plate cut to the curvature of the wall, such as a circular reservoir wall, at the top of the wall forms. The gang whaler plate shall be at- tached to the forms with a gang whaler rod at appropriately designed intervals. The gang whaler plate may be notched to permit the stiffback to extend above the top of the wall forms. The gang whaler plate shall be sufficiently stiff to maintain the required curvature. 3.07 HAND SET MODULAR FORMS Hand set modular forms, such as Symons hand set steel -ply forms, shall be placed with no more than two intersecting joints occur at one level in the formwork above the bottom modu- lar form level. The following figure illustrates the required form pattern. Figure 1 RRF Outlet Pipe 03110-8 Structural Cast -In -Place Concrete Forms The above form configuration is one way recommended by Simons Corp. to eliminate verti- cal, in plane, bending of the forming system. The CONTRACTOR may develop alternate means of maintaining vertical alignment. Alternate form system configurations require preparation by a licensed Professional Engineer in Colorado and submittal to the ENGI- NEER for review and approval. 3.08 FORMWORK CLOSURE Forms which will prohibit visual review of items such as reinforcing steel, waterstops and bearing pads by the ENGINEER, shall not be placed until the ENGINEER has performed a final review of the reinforcing steel. The CONTRACTOR shall use compressed air from an air -compressor to blow-out construc- tion debris and dirt at the bottom of sections or members to be placed such as walls, slabs, beams and columns, prior to placing forms or concrete. The CONTRACTOR shall demon- strate to the ENGINEER that all debris, such as loose concrete particles, saw dust, loose tie wire, bar tags, tape, trash and dirt, have been thoroughly removed. 3.09 HOT OR COLD WEATHER PLACEMENT AND STEEL FORMS Prior to placing concrete when steel forms are used, the forms shall be heated when the sur- face temperature of the form is below 400 F or cooled when the surface temperature of the form is above 900 F. If water is used to cool forms where ponding of water may occur, i.e., at the bottom of a column, the water shall be permitted to drain prior to placing concrete. 3.10 REMOVAL OF FORMS The forms for any portion of a structure shall not be removed until the concrete has reach sufficient strength with a factor of safety of 2.0, to withstand applied loads such as self weight and wind loads or withstand damage when the forms are removed. For post -tensioned concrete slabs and beams, formwork shall not be removed until the entire slab or member has been stressed and stressing records accepted. 3.11 RESHORES When a reshore plan is to be performed, it shall comply with Section 1.04 of this Specifica- tion. END OF SECTION RRF Outlet Pipe 03110-9 Structural Cast -In -Place Concrete Forms THIS PAGE INTENTIONALLY LEFT BLANK. RRF Outlet Pipe 03110-10 Structural Cast -In -Place Concrete Forms SECTION 03210 REINFORCING STEEL PART1 GENERAL 1.01 SECTION INCLUDES This work shall consist of furnishing and placing reinforcing steel in accordance with these Specifications and in conformity with the Drawings. . 1.02 RELATED SECTIONS A. Section 03310 — Structural Concrete 1.03 QUALITY STANDARDS A. American Concrete Institute l . ACI 318 - Building Code Requirements for Reinforced Concrete 2. ACI Detailing Manual - (SP-66) 3. ACI 117 - Standard Tolerance for Concrete Construction and Materials B. American Society for Testing and Materials 1. ASTM A 615, A 616 including supplementary requirement SL A 617, A 706 2. ASTM A 767, Zinc -coated (galvanized) reinforcing bars 3. ASTM A 775 Epoxy -coated reinforcing bars C. Concrete Reinforcing Steel Institute (CRSI) 1. Manual of Standard Practice 2. Placing Reinforcing Bars D. American Welding Society (AWS) 1. AWS DIA - Structural Welding Code - Reinforcing Steel PART PRODUCTS 2.01 REINFORCING STEEL A. Deformed Bars: All bar steel reinforcement shall be of the deformed type, ASTM A 615, (AASHTO M31) and grade (40 or 60) as specified in the Drawings. RRF Outlet Pipe 03210-1 Reinforcing Steel B. Spirals: Spirals, hot -rolled plain or deformed bars per ASTM A 615, Grade 60 or cold drawn wire per ASTM A 82 as specified in the Drawings. Spirals for columns shall have two "spacers" with a section modulus > 0.008in' in order to maintain the proper pitch and spacing. C. Epoxy -Coated Reinforcing Bars: Epoxy -coated reinforcing bars shall conform to ASTM A 775. When required, dam- aged epoxy coating shall be repaired with patching material conforming to ASTM A 775 in accordance with the material manufacturer's recommendations. D. Zinc -coated (Galvanized Reinforcing Bars): Zinc -coated reinforcing bars shall conform to ASTM A 767. When required, dam- aged zinc coating shall be repaired with a zinc -rich formulation conforming to ASTM A 767. 2.02 TIE WIRE 16 gauge wire ties, manufactured by American Wire Tie, Inc., or equal. When epoxy coated reinforcing steel is shown in the Drawings, PVC coated wire ties shall be used. The mini- mum PVC coating is 0.7 mils. 2.03 IDENTIFICATION Bundles of reinforcing bars and wire spirals shall be tagged, with a metal tag, showing speci- fication, grade, size, quantity and suitable identification to permit checking, sorting and plac- ing. When bar marks are used to identify reinforcing bars in the Drawings, the bar mark shall be shown on the tag. Tags shall be removed prior to concrete placement. Bundles of flat sheets and rolls of welded wire fabric shall be tagged similar to reinforcing bars. 2.04 STORAGE AND PROTECTION Reinforcing steel shall be stored off of the ground and protected from oil or other materials detrimental to the steel or bonding capability of the reinforcing bar. Epoxy -coated reinforc- ing bars shall be stored on protective cribbing. Rust, seams, surface irregularities, or mill scale, shall not be cause for rejection provided that the weight and height of deformations of a hand -wire -brushed test specimen are not less than the applicable ASTM Specification. When placed in the work, the reinforcing bars shall be free from dirt, loose mill scale, paint, oil, loose rust or other foreign substance. RRF Outlet Pipe 03210-2 Reinforcing Steel 2.05 BAR SUPPORTS A. General: Bar supports and spacing shall be in accordance with the CRSI Manual of Standard Practice, Chapter 3, a maximum of four feet or as required by the Drawings. Floor Slabs: Uncoated steel or non-metallic composite chairs shall be used unless otherwise shown in the Drawings. If required by the ENGINEER, the chair shall be stapled on a bearing pad to prevent chair displacement. The bearing pad shall be made of exte- rior grade plywood and be approximately five inches square. C. Soffits: Steel wire bar supports in concrete areas where soffits are exposed to view or are painted shall be Class 1 or Class 2, Types A or B: Class 3 is acceptable in other ar- eas. D. Water and Wastewater Vaults, Tank and Basin Walls, and Roof Slabs: Only plastic clip, non-metallic composite or 100% epoxy coated steel chair bar and bolster supports are acceptable for use in walls and roof slabs. Supports shall be se- curely stapled to formwork. E. Columns: Plastic "space wheels" manufactured by Aztec (Model DO 12/40), or equal, are re- quired. Epoxy -Coated and Zinc -Coated Bar Supports: Epoxy -coated reinforcing bars supported from formwork shall rest on coated wire bar supports made of dielectric or other acceptable materials. Wire supports shall be fully coated with dielectric material, compatible with concrete. Reinforcing bars used as support bars shall be epoxy -coated. In walls reinforced with epoxy -coated bars, spreader bars shall be epoxy coated. Proprietary combination bar clips and spreaders used in walls with epoxy -coated reinforcing shall be made of corrosion - resistant material or coated with dielectric material. PART 3 EXECUTION 3.01 BAR LIST Eight copies of a list of all reinforcing steel and bending diagrams shall be furnished to the ENGINEER at the site of the work at least two weeks before the placing of reinforcing steel is begun. The CONTRACTOR shall be responsible for the accuracy of the lists and for fur- nishing and placing all reinforcing steel in accordance with the details shown on the Draw- ings. RRF Outlet Pipe 03210-3 Reinforcing Steel No Text Bar lists and bending diagrams for structures, which are included in the Drawings, do not have to be furnished by the CONTRACTOR. When bar lists and bending diagrams are in- cluded in the Drawings, they are intended for estimating approximate quantities. The CONTRACTOR shall verify the quantity, size and shape of the bar reinforcement against those shown on the Drawings and make any necessary corrections before ordering. 3.02 FABRICATION Fabrication tolerances for straight and bent bars shall be in accordance with the requirements of Subsection 4.3, Tolerance, of the American Concrete Institute Standard 315 and the CRSI Manual of Standard Practice. 3.03 BENDING All reinforcing bars shall be bent cold. Bars partially embedded in concrete shall not be field bent except as shown on the Drawings or as permitted by the ENGINEER. Bars shall not be bent or straightened in a manner that will injure the material. 3.04 SPIRALS One and one-half finishing bends are required at the top and bottom of the spiral. Spacers shall be provided in accordance with Chapter 5, Section 9 of the CRSI Manual of Standard Practice. Welding as an aid to fabrication and/or installation is not permitted. 3.05 PLACING AND FASTENING The placing, fastening, splicing and supporting of reinforcing steel and wire mesh or bar mat reinforcement shall be in accordance with the Drawings and the latest edition of "CRSI Rec- ommended Practice for Placing Reinforcing Bars". In case of discrepancy between the Drawings and the CRSI publication stated above, the Drawings shall govern. Reinforcement shall be placed within the tolerances provided in ACI 117. Steel reinforcement shall be accurately placed in the positions shown on the Drawings and firmly held during the placing and setting of concrete by means of spacer strips, stays, metal chairs or other approved devices or supports. Chair and bolster supports for slabs and walls shall be spaced at a maximum of four foot centers unless otherwise shown in the Drawings. Staples used to attach bar supports to wall and roof forms shall have the staple "tails" clipped after form removal. For Columns, three wheels, spaced 120 degree apart, shall be placed every four feet of column height. The CONTRACTOR may increase the column spiral pitch if a conflict occurs with the wheel. Pre -tied column reinforcing steel lowered into column forms shall be lowered vertically to prevent damage to the space wheels. Bars shall be securely tied at 50% of all intersections except where spacing is less than one foot in each direction, when alternate intersections shall be tied unless otherwise called out in the Drawings or in applicable specifications. Tying of steel by spot welding will not be permitted unless specifically authorized by the ENGINEER. The placing and securing of the reinforcement in any unit or section shall be accepted by the ENGINEER before any con- crete is placed in any such unit or section. Bundle bars shall be tied together at not more than 6-foot centers RRF Outlet Pipe 03210-4 Reinforcing Steel Bond Number C0051321 SECTION 00410 � *k KNOW ALL MEN BY THESE PRESENTS that we, the undersigned GLH Construction, Inc as Principal, and Merchants Bonding Company (Mutual) as Surety, are hereby held and firmly bound unto the City of Fort Collins Colorado as OWNER, in the sum of $5% of Attached Bid for the payment of which, well and truly to be made, we hereby jointly and severally bind ourselves successors and assigns THE CONDITION of this obligation is such that whereas the Principal has submitted to the City of Fort Collins Colorado the accompanying Bid and hereby made a part hereof to enter into a Construction Agreement for the construction of Fort Collins Protect 6115 Resource Recovery Farm Outlet Pipe 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 3.06 SPLICING Bar steel reinforcement shall be furnished in the full lengths indicated on the Drawings. Splicing of bars, except where shown on the Drawings, will not be permitted without the written acceptance of the ENGINEER. Splices shall be staggered. In cases where permis- sion is granted to splice bars, other than those shown on the Drawings, the additional mate- rial required for the lap shall be furnished by the CONTRACTOR at his own expense. The minimum distance between staggered splices for reinforcing bars shall be the length required for a lapped splice in the bar. All splices shall be full contact splices. Splices will not be permitted at points where the section is not sufficient to provide a mini- mum distance of two inches between the splice and the nearest adjacent bar or the surface of the concrete. Welding of reinforcement shall be done only if detailed on the Drawings or if authorized by the ENGINEER in writing. Welding shall be done by a certified welder. The welding shall conform to AWS D 12.1, Recommended Practices for Welding Reinforcing Steel, Metal In- serts and Connections in Reinforced Concrete Construction, with the modifications and addi- tions specified hereinafter. Where AWS D 2.0 Specifications for Welded Highway and Railway Bridges is referenced, the reference shall be construed to be for AWS D 1.1. Where the term AWS Dl.l is used it shall mean the American Welding Society Structural Welding Code, D I.1 as modified and amended by the AASHTO Standard Specifications for Welding of Structural Steel Highway Bridges. After completion of welding, coating damage to coated reinforcing steel bars shall be repaired. When required or permitted, a mechanical connection may be used to splice reinforcing steel bars or as substitution for dowel bars. The mechanical connection shall be capable of devel- oping a minimum of 125% of the yield strength of the reinforcing bar in both tension and compression. All parts of mechanical connections used on coated bars, including steel splice sleeves, bolts, and nuts shall be coated with the same material used for repair of coating damage. 3.07 CUTTING When coated reinforcing bars are cut in the field, the ends of the bars shall be coated with the same material used for repair of coating damage. All rebar cut in the field shall be cut with a cut-off saw, any other method must be approved by the ENGINEER. END OF SECTION RRF Outlet Pipe 03210-5 Reinforcing Steel THIS PAGE INTENTIONALLY LEFT BLANK. RRF Outlet Pipe 03210-6 Reinforcing Steel SECTION 03310 STRUCTURAL CONCRETE PART 1 GENERAL 1.01 SECTION INCLUDES The CONTRACTOR shall furnish all labor, tools and equipment for the construction of reinforced cast -in -place concrete for sills as shown on the Drawings and herein specified. This section includes basic finishing and curing methods, accessory control, and expansion and contraction joint devices. 1.02 CONCRETE PRODUCER QUALIFICATIONS The ready -mixed concrete supplier to the CONTRACTOR shall have the capability to produce and deliver concrete, meeting the requirements of the Drawings and Specifications. The supplier shall have a contingency plan for a back-up plant in the event of a mechanical malfunction of one of the primary plant(s). This plan shall be submitted in accordance with Section 01330. 1.03 RELATED SECTION A. Section 03110 - Structural Cast -In -Place Concrete Forms B. Section 03210 —Reinforcing Steel C. Section 03320 - Construction Joints D. Section 03350 - Concrete Finishing E. Section 03900 - Concrete Curing 1.04 QUALITY STANDARDS A. American Society for Testing Materials (ASTM) 1. ASTM C 33 - Concrete Aggregates 2. ASTM C 94 - Ready Mixed Concrete 3. ASTM C 150 - Portland Cement 4. ASTM C 260 - Air -entraining Admixtures for Concrete 5. ASTM C 494 - Chemical Admixtures for Concrete 6. ASTM C 618 - Fly Ash in Portland Cement Concrete 7. ASTM C 979 - Pigments for Colored Concrete RRF Outlet Pipe 03310-1 Structural Concrete 8. ANSPASTM D 994 - Preformed Expansion Joint Fillers 9. ASTM D 1751 - Preformed Non -Extruding and Resilient Expansion Joint Fillers 10. ASTM D 3575 - Test Methods for Flexible Cellular Materials made from Olefin Polymers B. American Concrete Institute (ACI) 1. ACI 211 - Standard Practice for Selecting Proportions for Concrete 2. ACI 212 - Guide for Use of Concrete Admixtures 3. ACI 221 - Guide for Use of Normal Weight Aggregates 4. ACI 301 - Structural Concrete for Buildings 5. ACI 304 - Guide for Measuring, Mixing, Transporting and Placing Concrete 6. ACI 305 - Hot Weather Concreting 7. ACI 306 - Cold Weather Concreting 8. ACI 309 - Standard Practice for Consolidating Concrete 9. ACI 318 - Building Code Requirements for Structural Concrete 10. ACI 503 - Use of Epoxy Compounds 11. ACI 504 - Guide to Joint Sealants 1.05 SUBMITTALS A. Product Data: 1. Admixtures (such as air -entraining and water -reducing admixtures) 2. Fly Ash 3. Form Release Agents 4. Ready Mixed Concrete Mix Designs 5. Form Ties 6. Bonding Agents 7. Grouts 8. Vibrator Specifications RRF Outlet Pipe 03310-2 Structural Concrete 9. Ready -Mixed Concrete Plant Production Contingency Plan 1.06 QUALITY ASSURANCE A. Acquire cement and aggregate from the same source for all work. B. Conform to ACI 305 for hot weather concrete placement C. Conform to ACI 306 for cold weather concrete placement D. Conform to ACI 309 for concrete consolidation 1.07 CONTRACTOR ASSISTANCE The CONTRACTOR shall assist the OWNER or his concrete testing consultant as requested during the performance of quality control testing. When concrete is placed using a concrete pumper, concrete for testing will be taken from the pumper discharge hose. 1.08 DELIVERY, STORAGE, AND HANDLING A. Ready -Mixed Concrete Delivery Ticket: The ready -mixed concrete truck driver shall provide the batch ticket to the ENGINEER at the time of concrete delivery. The ticket shall summarize the following information legibly in an easily discernible table: Weight in pounds of all materials, excepting the water reducing and air - entraining agents which shall be in ounces. 2. Cubic yards batched 3. The ratio of water to cementitious (W / C) materials ratio 4. Temperature of the concrete at the time it was batched 5. Time of batching. 6. Free moisture in the fine and coarse aggregates in percent of weight of aggregate. 7. Gallons of water that may be added at the site without exceeding the permissible W / C ratio. B. Delivery: Delivery shall conform to the recommendations of ACI 304 as determined by the ENGINEER. RRF Outlet Pipe 03310-3 Structural Concrete PART PRODUCTS 2.01 CEMENT Cement shall be Portland Cement Type II, unless otherwise indicated on the Drawings. 2.02 AGGREGATE A. Fine Aggregate: Fine aggregate shall consist of hard, strong, durable particles to the provisions of ASTM C 33. B. Coarse Aggregate: Coarse aggregate shall conform to the provisions of ASTM C 33 except that all aggregate shall be crushed aggregate. Screened aggregate is unacceptable. 2.03 WATER Water shall be clean and free from injurious amounts of oils, acids, alkalis, salts, organic materials, or other substances that may be deleterious to concrete or steel. Mixing water for prestressed pretensioned and prestressed post -tensioned concrete or for concrete which will contain aluminum embedments, shall not contain deleterious amounts of chloride ion. Unless otherwise permitted or specified in the Drawings, the concrete shall be proportioned and produced to have a slump not to exceed four inches or less than two and one-half inches. Concrete not consolidated by internal vibration shall be proportioned to have a slump not to exceed five and one-half inches or less than four inches. The slump shall be determined by the "Test for Slump of Portland Cement" ASTM C 143. 2.04 ADMIXTURES Admixtures to be used in concrete shall be subject to prior acceptance by the ENGINEER. The admixture shall maintain the same composition and performance throughout the work as the product used in the concrete proportions established in accordance with ACI 211. Admixtures containing chloride ions shall not be used. A. Air Entrainment: An air -entraining agent shall be used in all concrete. The agent used shall conform to ASTM C 260. Unless otherwise shown in the Drawings, the amount of air entraining agent used in each concrete mix shall be such as will effect the entrainment of the percentage of air shown in the following tabulation in the concrete as discharged from the mixer. This table is applicable for concrete strengths less than 5000 psi. RRF Outlet Pipe 03310-4 Structural Concrete Table 1 Nominal max. Average air content, percent aggregate size, in. Severe exposure Moderate exposure 3/8 7 1/2 ± 1 1/2 6 ± 1 1/2 3/4 6±11/2 5±11/2 1 1/2 5 1/2 ± 1 1/2 4 1/2 ± 1 1/2 The level of exposure will be determined by the ENGINEER. B. Water Reducing, Set -Controlling Admixture: The CONTRACTOR shall use a "mid -range" water reducing, set controlling admixture, Polyheed 997, or equal. The water -reducing admixture shall be used in all concrete and shall conform to ASTM C 494, specifically Types A, B, C, D and E. C. Finely Divided Mineral Admixtures: Mineral admixtures shall be limited to fly ash conforming to ASTM C 618, Class C. 2.05 BATCHING Measuring and hatching of materials shall be done at a hatching plant. A. Portland Cement: Either sacked or bulk cement may be used. No fraction of a sack of cement shall be used in a batch of concrete unless the cement is weighed. Bulk cement shall be weighed on scales separate and distinct from the aggregate hopper or hoppers. Batching shall be such that the accuracy of batching shall be plus or minus one percent of the required weight. B. Water: Unless water is to be weighed, the water -measuring equipment shall include an auxiliary tank from which the measuring tank shall be filled. In lieu of the volume method, the CONTRACTOR will be permitted to use a water -metering device. C. Aggregates: Aggregates shall be handled from stockpiles or other sources to the batching plant in such a manner as to secure a uniform grading of the material. Aggregates that have become segregated, or mixed with earth or foreign material, shall not be used. Batching shall be so conducted as to result in the weights of material required for each type aggregate within a tolerance of two percent. Free water contents of the coarse and fine aggregates shall be continuously tested RRF Outlet Pipe 03310-5 Structural Concrete and concrete mixture adjusted for moisture conditions of the aggregate in order to meet the designated water/cement ratio. D. Fine Aggregate: The proportion of fine aggregate shall be between 36 and 44 percent by volume of the total aggregates in the concrete. 2.06 MIXING Ready -mixed concrete shall be either `central mixed" or "shrink mixed" concrete as defined in ASTM C 94. "Truck mixed" concrete as defined in ASTM C 94 shall not be permitted. Mixing time shall be measured from the time water is added to the mix, or cement contracts the aggregate. All concrete shall be homogeneous and thoroughly mixed, and there shall be no lumps or evidence of undispersed cement. Mixers and agitators, which have an accumulation of hard concrete or mortar, shall not be used. Ready -mixed concrete shall be mixed and transported in accordance with ASTM C 94. The temperature of mixed concrete, immediately before placing shall not be less than 50°F or more than 80°F for slabs larger than 10,000 square feet and not be less than 50°F or more than 85°F for walls. Aggregates and water shall be heated or cooled as necessary to produce concrete within these temperature limits. Neither aggregates nor mixing water shall be heated to exceed 150°F. The time elapsing from the time water is added to the mix (or the cement comes in contact with aggregate) until the concrete is deposited in place at the site of the work shall not exceed 45 minutes when the concrete is hauled in non -agitating trucks, nor more than 90 minutes when hauled in truck mixers or truck agitators. The batch shall be so charged into the drum that a portion of the mixing water shall enter in advance of the cement and aggregates. The flow of water shall be uniform and all water shall be in the drum by the end of the first 1/4 of the specified mixing time. Cement shall be charged into the mixer by means that will not result in loss of cement due to the effect of wind, or in accumulation of cement on surfaces of hoppers or in other conditions which reduce or vary the required quantity of cement in the concrete mixture. 2.07 TRANSPORTING MIXED CONCRETE - MIXED CONCRETE OR TRUCK MIXERS Transporting of mixed concrete shall conform to ASTM C 94. Truck agitators shall be loaded not to exceed the manufacturer's guaranteed capacity. They shall maintain the mixed concrete in a thoroughly mixed and uniform mass during hauling. No additional mixing water shall be incorporated into the concrete during hauling or after arrival at the delivery point, unless approved. If additional water is to be incorporated into the concrete at the site, the drum shall be revolved not less than 30 revolutions at mixing speed after the water is added and before discharge is commenced. One addition of water at the site to adjust mix workability is permitted but the maximum water cement ratio shall not be exceeded. RRF Outlet Pipe 03310-6 Structural Concrete The CONTRACTOR shall furnish a water -measuring device in good working condition, mounted on each transit mix truck, for measuring the water added to the mix on the site. All water tanks on transit mix trucks shall be filled prior to being batched and arrive at the construction site 100% full. Each load of ready mixed concrete delivered at the job shall be accompanied by the ticket referencing design mix and showing volume of concrete, the weight of cement in pounds, percent of free water in coarse and dry aggregates, and the total weight of all ingredients in pounds. The ticket shall also show the time of day at which the materials were batched and the reading of the revolution counter at the time the truck mixer is charged. See Paragraph 1.08. 2.08 COMPRESSIVE STRENGTH Concrete compressive strength requirements consist of a minimum strength that must be obtained before various loads of stresses are applied to the concrete and, for concrete designated by strength, a minimum strength at the age of 28 days. Unless otherwise shown on the Drawings the 28-day compressive strength of structural concrete shall be a minimum of 4,000 psi. The mix shall be designed for required strengths in accordance with ACI 301. The ratio of water to the sum of concrete + pozzolan shall not exceed 0.41 by weight for durable, watertight, concrete. The amount of fly ash in the mix shall be between 15 and 20 percent by weight of the total cementitious materials. 2.09 CONCRETE VIBRATORS Concrete vibrators for consolidating concrete shall be 2 1/2 inch diameter "high cycle" vibrators with a frequency under load of 8,000 - 10,400 vibrations per minute (vpm). Concrete vibrators of lesser capacity are unacceptable for use in any part of the construction. The CONTRACTOR shall have at least one standby concrete vibrator ready for use for every two concrete vibrators in use during a concrete placement. PART 3 EXECUTION 3.01 PRIOR TO PLACEMENT Prior to placing concrete the CONTRACTOR shall remove all debris and thoroughly dampen the surfaces that will be in contact with the concrete to be placed. The CONTRACTOR shall use compressed air from an air -compressor to blow-out construction debris and dirt at the bottom of members to be placed such as walls, beams and columns, prior to final placement of forms that will obscure any joint. The CONTRACTOR shall demonstrate to the ENGINEER that all debris, such as concrete particles, saw dust, loose tie wire, bar tags, tape, trash and dirt, have been thoroughly removed. No concrete shall be placed when form surfaces that will be in contact with the concrete, RRF Outlet Pipe 03310-7 Structural Concrete reinforcement, embedded items or sub -base is less than 32°F. When the mean daily outdoor temperature is less than 40°F, the temperature of the concrete shall be maintained between 50°F and 70°F for the required curing period. When necessary, arrangements for heating, covering, insulating, or housing the concrete work shall be made in advance of placement and shall be adequate to maintain the required temperature without injury due to concentration of heat. Combustion heaters shall not be used during the first 24 hours unless precautions are taken to prevent exposure of the concrete to exhaust gases which contain carbon dioxide. Concrete shall not be placed against forms exposed to heating by the unless the temperature of the forms is first cooled to 5 90°F. 3.02 PLACEMENT Placement shall conform to ACI 301, Chapter 8 'Placing', ACI 304R, "Guide of Measuring, Mixing, Transporting and Placing Concrete," ACI 306 'Recommended Practice for Cold Weather Concreting', ACI 305 'Recommended Practice for Hot Weather Concreting' and ACI 309, "Standard Practice for Consolidation of Concrete". No concrete shall be placed until all formwork, reinforcement, installation of parts to be embedded, bracing of forms, and preparation of surfaces involved in the placing have been reviewed by the ENGINEER. No concrete shall be placed in water except with the written permission of the ENGINEER. All surfaces of forms and embedded materials that have become encrusted with dried mortar or grout from concrete previously placed shall be cleaned of all such mortar or grout before the surrounding or adjacent concrete is placed. Immediately before placing concrete, all surfaces upon or against which the concrete is to be placed shall be free from standing water, mud, debris or loose materials. The surfaces of absorptive materials against or upon which concrete is to be placed shall be moistened thoroughly so that moisture will not be drawn from the freshly placed concrete. The concrete shall be placed by equipment that will prevent segregation or loss of ingredients. The stream of concrete shall not be allowed to separate by permitting it to fall freely over rods, spacers or other embedded materials. No wetting of concrete surfaces during slab finishing operations shall be permitted. Further, no concrete finishing operation shall be permitted while there is water on the surface of slabs and other flatwork. Unless otherwise called out in these Specifications or shown in the Drawings, the placement lift depth of concrete in walls shall be limited to two feet or less to minimize surface defects such as air voids that can form on concrete surfaces. Lift depths will be limited to one foot if, in the opinion of the ENGINEER, the quality of the finish is unacceptable at the 2-foot lift depth. 3.03 CONSOLIDATION All concrete shall be thoroughly consolidated with internal vibrators as recommended in ACI 309 immediately after deposition. The concrete shall be thoroughly worked around the reinforcing steel, around embedded items and into corners of forms. Vibration shall be supplemented by spading, rodding or forking to eliminate all honeycomb and voids around embedded items. The vibrator shall be inserted vertically, allowing it to penetrate rapidly to the bottom of the lift and at least six inches into the previous lift. The vibrator shall be held at the bottom of RRF Outlet Pipe 03310-8 Structural Concrete Bond Number COCS1321 IN WITNESS WHEREOF the Principal and the Surety have hereunto set their hands and seals this 13th day of October 2008 and such of them as are o corporations have caused their corporate seals tbe hereto affixed and these presents to be signed by their proper officers the day and year first set forth above PRINCIPAL SURETY Name GLH Construction, Inc Merchants Bonding Company (Mutual) Address 780 E Garden Drive 2100 Fleur Drive Windsor CO 80550 Des Moines, IA 50621 By By Q g Title regory L ughes Owner Title Karole Peters Attorney -in -Fact ATTEST / By .%"0%1RU� f%% (SEAL) lift for 5 to 15 seconds. The vibrator shall be pulled up at a rate of about three inches per second. The vibrator shall be inserted so that the fields of action overlap. The field of action is approximately eight times the vibrator's head diameter. Thus for a 2 1/2 inch diameter vibrator, the spacing of each insertion will be approximately 20 inches. Vibration shall be stopped when the concrete surface takes a sheen and large air bubbles no longer escape. Do not use a vibrator to move concrete horizontally. 3.04 OPENINGS AND INSERTS Pipe sleeves, inserts for pipe connections, anchors and forms for pipe holes must be accurately placed and securely fastened to the forms in such a manner that the placing of concrete will not alter their alignment or location. In the event that openings are inadvertently omitted or improperly placed, the ENGINEER may require the concrete to he cored at the proper location. Filling of improperly placed openings shall be done with expansive grout or dry pack or mortar applied with an accepted epoxy adhesive. The surfaces of the opening shall be roughened prior to filling. 3.05 EMBEDDED ITEMS At the time of concrete placement, embedded items should be clean and free from mud, oil and other coatings that may adversely affect bonding capacity. Aluminum embedments shall be coated with a bituminous material to prevent electrolytic action between the embedded item and reinforcing steel that results in concrete deterioration. Embedment items shall be accurately placed and securely fastened to the forms in such a manner that the placing of concrete will not alter their alignment or location. Contact between embedded items and reinforcing steel or tendon ducts is unacceptable and is not permitted. 3.06 CONSTRUCTION JOINTS The location of all construction joints will be subject to the acceptance of the ENGINEER. The surface of all construction joints shall be thoroughly cleaned and all laitance and standing water removed. Clean aggregate shall be exposed by abrasive blast cleaning. Wire brushing and air water jets may be used while concrete is fresh provided results are equal to abrasive blast cleaning. Construction joints shall be keyed at right angle to the direction of shear. Except where otherwise shown on the Drawings, keyways shall be at least 1-1/2" in depth over at least 25% of the area of the section. 3.07 EVAPORATIVE RETARDANT The use of an evaporative retardant is required to assist in proper placement of concrete. See Section 03390. When an evaporative retardant is used, it shall be applied two times: after screeding and after the first floating operation. The retardant should be applied at a rate of one gallon of sprayable solution per 200 - 400 square feet by spraying with an industrial type sprayer. If the nozzle of the sprayer becomes plugged, the CONTRACTOR shall clean, or replace, the nozzle. Under no circumstances shall the retardant be used except by spraying a RRF Outlet Pipe 03310-9 Structural Concrete mist with a nozzle. The retardant shall be applied in strict conformance with the manufacturer's recommendations and precautions. In no case shall the retardant be used as a finishing agent. The use of an evaporative retardant requires review and approval by the ENGINEER. END OF SECTION RRF Outlet Pipe 03310-10 Structural Concrete SECTION 03320 CONSTRUCTION JOINTS PART1 GENERAL 1.01 SECTION INCLUDES The CONTRACTOR shall supply all labor, tools, equipment and material for the preparation of construction joints in concrete in accordance with these specifications and as shown in the Drawings. This includes joints such as column -footing joints, wall construction joints, col- umn capital -slab joints, grout closures around pipe -slab penetrations and footing -slab joints. 1.02 RELATED SECTIONS A. Section 03110 - Structural Cast -In -Place Concrete Forms B. Section 03210 - Reinforcing Steel C. Section 03310 - Structural Concrete D. Section 03615 - Grout 1.03 QUALITY STANDARDS A. American Concrete Institute (ACI) 1. ACI 117 - Standard Tolerance for Concrete Construction and Materials 2. ACI 301 - Specifications for Structural Concrete for Buildings 3. ACI 302 - Guide for Concrete Floor and Slab Construction 4. ACI 318 - Building Code Requirements for Structural Concrete 1.04 CONSTRUCTION REVIEW The ENGINEER shall review the preparation of all construction joints prior to concrete and grout closure placements. It is the responsibility of the CONTRACTOR to notify and pro- vide a minimum of 24 hours notice to the ENGINEER of these activities. If joint placement is performed without the ENGINEER's presence, the work will be deemed unacceptable and non -conforming to these specifications. If the ENGINEER determines that construction re- view of a particular activity is unnecessary, he will provide written direction to the CONTRACTOR to proceed with that particular activity without his construction review. PART 2 PRODUCTS (Not Applicable) PART 3 EXECUTION 3.01 SURFACE PREPARATION RRF Outlet Pipe 03320-1 Construction Joints The surface of concrete construction joints shall be clean and all materials that inhibit bond, such as curing compounds, laitance, saw dust, wood, dirt, polyethylene, pipe tape coating and paper shall be removed. Concrete shall be roughened to produce a rough, plus or minus 1/16 inch, surface texture. Concrete surfaces shall be wetted with clean potable water and standing water removed immediately before new concrete or closure grout is placed. Unless otherwise called out in the Drawings, a bonding agent shall be used prior to placing the con- crete or grout. 3.02 PIPE GROUT CLOSURE SECTIONS A. Pipe Surface Preparation Unless otherwise detailed in Drawings, all pipes penetrating concrete sections such as wall and floor slabs shall have all coatings and other materials that can inhibit bond completely removed from the portion of the pipe to be in contact with the con- crete or slab closure grout. B. Ground Surface Preparation The ground surface at joints such as pipe / slab closures shall be smooth and properly graded and compacted. All debris such as StyrofoamT", paper, polyethylene and wood shall be removed. The ground surface shall be dampened and prepared to pre- vent the inclusion of dirt, pieces of aggregate or balls of soil in the concrete or grout. 3.03 CONCRETE AND CLOSURE GROUT PLACEMENT Mixing, surface preparation in addition to that prescribed above, placement, and curing of grout at pipe closure joints shall be performed in strict accordance with Specification Section 03615 and when a proprietary grout is specified, with the grout manufacturer's directions. Special care shall be taken to insure that the grout is thoroughly and properly consolidated at waterstops, pipe weep rings, and existing concrete surfaces. An appropriate capacity vibrator shall be used when necessary or required by the manufacturer to properly consolidate the grout. END OF SECTION RRF Outlet Pipe 03320-2 Construction Joints SECTION 03350 CONCRETE FINISHING PART1 GENERAL 1.01 SECTION INCLUDES The CONTRACTOR shall supply all labor, tools, equipment and materials to finish properly placed concrete for structures such as box culverts, vaults, foundations, hydraulic and water retaining structures. The means and methods of repair of improperly placed or finished concrete shall be reviewed by the ENGINEER prior to performing the work. Regardless of prior approval of the means and methods of concrete finish repair, no concrete finish shall be repaired until the ENGINEER has reviewed the existing finish. This includes defects caused by ineffective and improper vibration such as honeycomb, excessive air voids on formed surfaces, placement "pour" lines (cold joints) and sand streaking. It also includes defects caused by excessive form deflections, form damage or form failure. Unless otherwise called out in the Drawings tie holes shall be finished as specified herein. 1.02 RELATED SECTIONS A. Section 03110 - Structural Cast -In -Place Concrete Forms B. Section 03310 - Structural Concrete C. Section 03615 - Grout 1.03 QUALITY STANDARDS A. American Concrete Institute 1. ACI 116 -Cement and Concrete Terminology 2. ACI 121 - Quality Assurance Systems for Concrete Construction 3. ACI 301 - Specifications for Structural Concrete for Buildings 4. ACI SP-15 - ACI 301 Field Reference Manual 5. ACI 304 - Placing Concrete by Pumping Methods 6. ACI 309 - Identification and Control of Consolidation -Related Surface Defects in Formed Concrete 7. ACI 311 - Guide for Inspection of Concrete RRF Outlet Pipe 03350-1 Concrete Finishing B. American Society for Testing and Materials 1. ASTM STP 169C - Significance of Tests and Properties of Concrete and Concrete -Making Materials 2. ASTM C 150 - Standard Specification for Portland Cement 3. ASTM C 33 - Concrete Aggregates C. US Department of Interior - Bureau of Reclamation 1. M-47 Standard Specifications for Repair of Concrete 1.04 SUBMITTALS A. General Submittals shall be made in accordance with Section 01330. B. Product Data 1. Grouts 2. Bonding agents 3. Means and methods of repairing defects unless otherwise called out herein. C. Manufacturer's safety data sheets 1.05 DELIVERY, STORAGE AND HANDLING Deliver the materials to the project site in the manufacturer's containers with all labels intact and legible at the time of use. Materials shall be stored in a secure, indoor, dry area. Maintain grouts and aggregates in a dry condition during delivery, storage, and handling. PART PRODUCTS 2.01 PREMIXED PRE -PACKAGED GROUTS A. Master Builders EMACO R320 B. Master Builders EMACO S66-CR 2.02 EPDXY BONDING AGENTS A. Master Builders Concresive Liquid (LPL) B. Master Builders Concresive Standard Liquid RRF Outlet Pipe 03350-2 Concrete Finishing 2:03 CEMENT ASTM C 150, Type I 2.04 AGGREGATE ASTM C 33, 100% passing the No. 30 mesh sieve 2.05 BOND COAT MORTAR Mortar used to bond patching mortar shall be made of the same materials and of approximately the same proportions as used for the concrete, except that the coarse aggregate shall be omitted and the mortar shall consist of 1 part cement to not more than 1 part sand by damp loose volume. 2.06 PATCHING MORTAR Patching mixture shall be made of the same materials and of approximately the same proportions as used for the concrete, except that the coarse aggregate shall be omitted and the mortar shall consist of 1 part cement to not more than 2-1/2 parts sand by damp loose volume. White Portland Cement shall be substituted for a part of the gray Portland Cement on exposed concrete in order to produce a color matching the color of the surrounding concrete, as determined by a trial patch. The quantity of mixing water shall be no more than necessary for handling and placing. The patching mortar shall be mixed in advance and allowed to stand with frequent manipulation with a trowel, without addition of water, until it has reached the stiffest consistency that will permit placing. 2.07 WATER Only clean potable water shall be used. A calibrated measuring device is required for measuring the proper amount of water to be added to pre -packaged grouts and mortars. PART 3 EXECUTION 3.01 REPAIR OF SURFACE DEFECTS Surface defects, unless otherwise specified by the Contract Documents, shall be repaired immediately after form removal but not before review by the ENGINEER. The surface temperature of the concrete shall be 50' F and rising. The CONTRACTOR shall measure surface temperatures when requested by the ENGINEER. If necessary the CONTRACTOR shall enclose and heat the area to be repaired to bring the surface temperature of the concrete and air temperature to acceptable levels and to permit proper curing. All honeycombed and other defective concrete shall be removed down to sound concrete. If chipping is necessary, the edges shall be perpendicular to the surface or slightly undercut. Feathered edges will not be permitted. The area to be patched and an area at least six inches wide surrounding it shall be dampened to prevent absorption of water from the patching mortar. A bonding grout shall be prepared, mixed to the consistency of thick cream, and after surface water has evaporated from the area to be patched, well brushed into the surface. RRF Outlet Pipe 03350-3 Concrete Finishing When the bond coat begins to lose the water sheen, the premixed patching mortar shall be applied. The mortar shall be thoroughly consolidated into place and struck off so as to leave the patch slightly higher than the surrounding surface. To permit initial shrinkage, it shall be left undisturbed for at least one hour before being finally finished. The patched area shall be kept damp for seven days. Metal tools shall not be used in finishing a patch in a formed wall that will be exposed. 3.02 TIE HOLES A. Water Retaining Structures and Below Grade Vaults with Breakback Cone Ties Fill tie holes solid as specified in Section 03615. B. Other Structures After being cleaned and thoroughly dampened, fill tie holes solid as specified in Section 03615. 3.03 PROPRIETARY MATERIALS Certain types of defects may require the use proprietary compounds for adhesion or as patching ingredients. The ENGINEER will review these defects and request means and methods for these repairs from the CONTRACTOR. In lieu of, or in addition to, the foregoing patching procedures using bond coat and patching mortars, epoxy bonding agents and premixed pre -packaged grouts may be used for repair of defective areas. Such compounds shall be used in accordance with the manufacturer's written recommendations and directions. The ENGINEER shall review and provide written acceptance of these procedures. 3.04 FINISHING OF FORMED AND UNFORMED SURFACES Finishes shall be performed as called out in the Drawings and in referenced Specifications. A. Formed Surfaces Smooth Form Finish The form facing material shall produce a smooth, hard, uniform texture on the concrete. The arrangement of the facing material shall be orderly and symmetrical, with the number of seams kept to the practical minimum. Surface textures that result from forms with raised grain, tom surfaces, worn edges, patches, dents, or other defects shall be ground smooth or otherwise repaired. a. Air Voids on Formed Surfaces Air voids on formed surfaces deeper than 1/4 inch shall be filled with patching mortar. The frequency and size of air voids shall be equal to or better than shown in Figure 1. The total void area is I % of the surface area, or 0.36 sq. in. This 6-inch x 6-inch figure is the RRF Outlet Pipe 03350-4 Concrete Finishing visual standard for acceptance of the finish that does not require filling of air voids. b. Tie Holes Tie holes shall be filled as specified in section 03615. C. Form Fins Chip or rub -off form fins exceeding 1/16 inch in height. Figure l RRF Outlet Pipe 03350-5 Concrete Finishing d. Rock Pockets Poorly consolidated concrete shall be removed to sound concrete and the defect repaired. The ENGINEER shall outline the area to be repaired. 2. As -Cast Finish For as -cast concrete finish form materials shall produced a sound surface. a. Air Voids Fill air voids deeper than 1/4 inch. and larger than 0.50 sq. in. The total area of acceptable air voids is 0.72 sq. in. in a 6 inch by 6-inch square. b. Tie Holes Tie holes shall be filled as specified in section 03615. C. Form Fins Chip or rub -off form fins exceeding 1/8 inch in height. 3. Rubbed Finish Immediately after removing the forms, form ties shall be broken back a minimum of 3/4 inch from the surface, honeycomb, voids and other surface defects grouted. The surfaces shall then be thoroughly dampened and rubbed with a No. 16 carborundum stone or equal abrasive to create a uniform surface paste. The rubbing shall be continued to remove all form marks and surface irregularities producing a smooth, dense surface. After setting, the surface shall then be rubbed with a No. 30 carborundum stone until the surface is smooth in texture and uniform in color. Unless otherwise shown in the Drawings only exposed surfaces shall have a rubbed finish. 4. Grout Finish Prepare surface as described in Rubbed Finishes above. Mix one part Portland cement and one-half parts fine sand with sufficient water to produce a grout with the consistency of thick paint. Wet surface of concrete to prevent absorption of water from grout and apply grout uniformly with brushes. Immediately after applying grout mix, scrub the surface with a cork float or stone to coat surface and fill remaining air voids and other remaining surface defects. Remove excess grout by working the surface with rubber float. After the surface whitens from drying, rub with clean burlap. Cure surface for a period of 72 hours RRF Outlet Pipe 03350-6 Concrete Finishing Merchants Bonding Company (Mutual) POWER OF ATTORNEY Know Al Persons By These Presents that the MERCHANTS BONDING COMPANY (MUTUAL) a corporation duly organized under the laws of the State of Iowa and having its principal office in the City of Des Moines County of Polk State of Iowa hath made constituted and appointed and does by these presents make constitute and appoint Mike Schmitt Karole Peters Greeleyof State Colorado l power antl authority herebyconferred in its name placeand stead tos gnexr execute acknowledge ue and land deliveawful r in n its behalf as suey in Fact with lrety any and all bonds undertakings remgnizances or other written obligations in the nature thereof subject to the limitation that any such instrument shall not exceed the amount of TEN MILLION ($10,000,000 00) DOLLARS and to bind the MERCHANTS BONDING COMPANY (MUTUAL) thereby as fully and to the same extent as if such bond or undertaking was signed by the duly authorized officers of the MERCHANTS BONDING COMPANY (MUTUAL) and all the acts of said Attorney in Fad pursuant to the authority herein given are hereby ratified and confirmed This Power of Attorney is made and executed pursuant to and by authority of the following Amended Substituted and Restated By Laws adopted by the Board of Directors of the MERCHANTS BONDING COMPANY (MUTUAL) on November 16 2002 ARTICLE II SECTION 8 The Chairman of the Board or President or any Vice President or Secretary shall have power and authority to appoint Attorneys in Fact and to authorize them to execute on behalf of the Company and attach the Seal of the Company thereto bonds and undertakings recognizances contracts of indemnity and other writings obligatory in the nature thereof ARTICLE II SECTION 9 The signature of any authorized officer and the Seal of the Company may be affixed by facsimile to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond undertaking recognizance or other suretyship obligations of the Company and such signature and seal when so used shall have the same force and effect as though manually fixed In Witness Whereof MERCHANTS BONDING COMPANY (MUTUAL) has caused these presents to be signed by its President and its corporate seal to be hereto affixed this 27th day of May 2008 STATE OF IOWA COUNTY OF POLK ss •N C I04h0 00 OpPOq 9 ? 0 ^ i 1933 c o6�k � `1�cti MERCHANTS BONDING COMPANY (MUTUAL) 8y President On this 27th day of May 2008 before me appeared Larry Taylor to me personally known who being by me duly sworn did say that he is President of the MERCHANTS BONDING COMPANY (MUTUAL) the corporation described in the foregoing instrument and that the Seal affixed to the said instrument is the Corporate Seal of the said Corporation and that the said instrument was signed and sealed in behalf of said Corporation by authority of its Board of Directors In Testimony Whereof I have hereunto set my hand and affixed my Official Seal at the City of Des Moines Iowa the day and year first above written rpp CINDY SMYTH F Commission Numbers04 lll�f/(W//rrrfff--- err. My Commission Explrelrea March 16 2006 Notary Pubhc Pdk County lows STATE OF IOWA COUNTY OF POLK as I William Warner Jr Secretary of the MERCHANTS BONDING COMPANY (MUTUAL) do hereby certify that the above and foregoing is a true and correct copy of the POWER OF ATTORNEY executed by said MERCHANTS BONDING COMPANY (MUTUAL) which is still in full force and effect and has not been amended or revoked In Witness Whereof I have hereunto set my hand and affixed the seal of the Company on this 13th day of October 2008 c4 m p%POq 9 b qy< ry= p_ C _ z B y 1933 � Secretary POA 0001 (1/06) B. Unformed Surface Unless otherwise shown in the Drawings unformed surfaces shall be finished as follows. Slabs Screed with straightedge to remove low and high spots bringing the surface to the required finish elevation of slope and float with a steel float at least 3 feet in width. When the concrete has reached its initial set, finish with a steel (power) trowel. Leave finish essentially free of trowel marks, uniform in texture and appearance and plane to the correct tolerance. Dusting the surface with dry cement, sand or sprinkling with water is prohibited. Finishes that are exposed and subject to foot traffic shall receive a broom finish with a texture of ± 1/16 inch. 2. Tops of Walls with Bearings Strike smooth tops of walls and similar unformed surfaces that will have bearings or bearing pads, and finish with a steel trowel. 3. Tops of Exposed Footings in Reservoirs Strike smooth tops of footings and finish with a light broom providing a texture of ± 1/16 inch. 4. Stairways and Sidewalks Strike smooth tops of stairs and sidewalks and finish with a light broom providing a texture of± 1/16 inch. 5. Slabs with Waterproofing Membranes Strike smooth and float finish. 6. Construction Joint Surfaces Surface shall be broom or raked finished. Surface shall be water or grit blasted prior to placing additional concrete, such as columns on column footings and column footings on reservoir slabs. END OF SECTION RRF Outlet Pipe 03350-7 Concrete Finishing THIS PAGE INTENTIONALLY LEFT BLANK. RRF Outlet Pipe 03350-8 Concrete Finishing SECTION 03390 CONCRETE CURING PART1 GENERAL 1.01 WORK INCLUDED The CONTRACTOR shall furnish all labor, tools and equipment for curing plain and reinforced cast -in -place concrete. 1.02 RELATED WORK A. Section 03310 — Structural Concrete B. Section 03320 — Construction Joints C. Section 03350 — Concrete Finishing 1.03 QUALITY STANDARDS A. American Concrete Institute (ACI) 1. ACI 305 - Hot Weather Concreting 2. ACI 306 - Cold Weather Concreting 3. ACI 308 - Standard Practice for Curing Concrete B. American Society for Testing Materials (ASTM) L ASTM C 171 — Sheet Materials for Curing Concrete 2. ASTM C 309 — Liquid Membrane -Forming Compounds for Curing Concrete 3. ASTM D 2103 — Polyethylene Film and Sheeting 1.04 SUBMITTALS Provide data on curing compounds sheet materials and methods of securing sheet materials in place. 1.05 QUALITY CONTROL Perform the work in accordance with this Specification and in accordance with applicable ACI standards. When a conflict occurs between this Specification and ACI occurs, the ACI standard shall control. The CONTRACTOR shall have a copy of the current applicable ACI standards on site. All materials shall be used in accordance with the manufacturer's printed instructions, a copy of which shall be on site. 1.06 DELIVERY, STORAGE AND HANDLING RRF Outlet Pipe 03390-1 Concrete Curing Deliver, store and handle products under the provisions of Section 01650. Deliver curing materials in manufacturer's original packaging including applicable instructions and manufacturer's safety data sheets (MSDS). PART PRODUCTS 2.01 SHEET MATERIALS FOR CURING CONCRETE White burlap -polyethylene sheeting weighing not less than 10 oz/linear yard, 40 inches wide, impregnated on one side with white opaque polyethylene 0.004 inches thick as specified in ASTM C 171 shall be used when called out in the Drawings or in other applicable specifications. The polyethylene shall be securely bonded to the burlap so that there will be no separation. 2.02 LIQUID MEMBRANE -FORMING COMPOUNDS FOR CURING CONCRETE Liquid membrane -forming compounds for curing concrete shall and conform to ASTM C 309, Type 1-D with a red or white fugitive dye. Use a white dye unless otherwise directed by the ENGINEER. 2.03 POLYETHYLENE FILM Polyethylene film shall conform to ASTM D 2103. The film shall have a thickness of 6 mils and be a white opaque color. 2.04 LIQUID MEMBRANE FORMING COMPOUND AND EVAPORATIVE RETARDANT APPLICATORS/SPRAYERS Membrane curing and evaporative retardant compounds shall be applied with a sprayer manufactured by Allen Engineering, Inc., or equal, capable of maintaining a constant pressure. (Allen Engineering, Inc., P.O. Box 819, Paragould, Arizona 74450, telephone (800) 643-0095.) Unless otherwise accepted in writing by the ENGINEER, spraying membrane curing compounds or evaporative retardants by other methods, such as hand pressurized sprayers, is unacceptable. 2.05 EVAPORATIVE RETARDANT Confilm manufactured by Master Builders, Inc. or approved equal. 2.06 WATER Water shall only be used when prior approval is granted by the ENGINEER. Only water that has been determined to be non -detrimental to concrete shall be used. RRF Outlet Pipe 03390-2 Concrete Curing PART 3 EXECUTION 3.01 GENERAL Beginning immediately after placement, concrete shall be protected from premature drying, excessively hot or cold temperatures, and mechanical injury, and shall be maintained with minimal moisture loss at a relatively constant temperature for the period necessary for hydration of the cement and hardening of the concrete in accordance with ACI 308, "Standard Practice for Curing Concrete". The materials and method of curing shall be subject to review and acceptance by the ENGINEER. Specific curing requirements may be called out on the Drawings or other Technical Specifications. Curing shall be continued for at least seven days. Alternatively, if tests are made of cylinders kept adjacent to the structure and cured by the same methods, moisture retention measures may be terminated when the average compressive strength has reached 70% of the specified concrete strength. When a spray applied membrane -curing compound is used, it shall be applied in two coats with the second coat applied at right angles to the first coat. 3.02 EVAPORATIVE RETARDANT An evaporative retardant shall be used during concrete placement for water retaining structure floor and roof slabs and other slabs larger than 2,500 square feet in size. The retardant shall be sprayed using a power sprayer at a rate of 10 gallons per 2,000 square feet after screeding and repeated after the first floating operation. The evaporative retardant shall not be applied during the final steel troweling operations or after the water sheen has disappeared from the concrete surface. 3.03 SLABS For concrete surfaces not in contact with forms, a procedure determined by the ENGINEER shall be applied immediately after completion of placement and finishing. 3.04 WALLS AND COLUMNS Moisture loss from surfaces placed against wooden or metal forms exposed to heating by the sun shall be minimized by keeping the forms wet until they can be safely removed. After form removal, the concrete shall be cured until the end of the curing time by one of the previously described curing methods. Concrete shall not be placed against forms that have been exposed to air below freezing temperatures until the forms have been heated so that the surface temperature of the form is >_ 40' F. The top of walls and columns not covered by forms shall be cured using a membrane -curing compound conforming to ASTM C 309 immediately after placement 3.05 OTHER SURFACES Unless otherwise shown in the Drawings all other surfaces shall be cured using two applications of a membrane -curing compound conforming to ASTM C 309. The second application shall be applied at 90' to the first application. 3.06 COLD WEATHER RRF Outlet Pipe 03390-3 Concrete Curing Curing during cold weather conditions shall include the above methods except for water cure unless measures are taken to prevent freezing of the water. 3.07 HOT WEATHER If the rate of evaporation approaches 0.2 lb/ft2/hr, as estimated by ACI 305, precautions against plastic shrinkage cracking are required. The CONTRACTOR shall have a recording thermometer, hygrometer and wind gage on site seven days prior to first concrete placement. When necessary, provision for windbreaks, shading, fog spraying, sprinkling, ponding, or wet covering with a light colored material shall be made in advance of placement, and such protective measures shall be taken as quickly as concrete hardening and finishing operations will allow. Precautions against plastic shrinkage cracks may be required in conditions other than what is normally considered hot weather conditions. 3.08 RATE OF TEMPERATURE CHANGE Changes in temperature of the air immediately adjacent to the concrete during and immediately following the curing period shall be kept as uniform as possible and shall not exceed 5° F in any one hour or 50' F in any 24-hour period. 3.09 PROTECTION FROM MECHANICAL INJURY During the curing period, the concrete shall be protected from damaging mechanical disturbances, such as load stresses, heavy shock, and excessive vibration. All finished concrete surfaces shall be protected from damage by construction equipment, materials, or methods, by application of curing procedures, and by rain or running water. Self-supporting structures shall not be loaded in such a way as to overstress the concrete. END OF SECTION RRF Outlet Pipe 03390-4 Concrete Curing SECTION 03615 GROUT PART1 GENERAL 1.01 SECTION INCLUDES The Contractor shall furnish all labor, tools and equipment for the placement of grout in tie holes and other locations as shown on the Drawings and specified herein. This section includes basic mixing, application, and curing methods for grout. Contractor shall have a printed set of manufacturer's recommendations for product use on site for review during preparation, mixing and application of grouts. 1.02 RELATED SECTIONS A. Section 03110 - Structural Cast -In -Place Concrete Forms B. Section 03310 - Structural Concrete C. Section 03320 - Construction Joints D. Section 03350 - Concrete Finishing E. Section 03900 - Concrete Curing 1.03 QUALITY STANDARDS A. ASTM C 78 - Test Method for Flexural Strength of Concrete (Using Simple Beam with Third -Point Loading B. ASTM C 109 - Test Method for Compressive Strength of Hydraulic Cement Mortars - Modified C. ASTM C 469 - Test Method for Static Modulus of Elasticity and Poisson's Ratio of Concrete in Compression D. ASTM C 666 - Test Method for Resistance of Concrete to Rapid Freezing and Thawing E. ASTM C 882 - Test Method for Bond Strength of Epoxy Resin Systems used with Concrete - Modified F. ASTM C 1012 - Test Method for Length Change of Hydraulic Cement Mortars Ex- posed to Sulfate Solution - Modified G. ASTM C 1202 - Electrical Indication of Resistance to Chloride Ion Penetration RRF Outlet Pipe 03615-1 Grout 1.04 SUBMITTALS A. Grout B. Bonding Agent C. Curing Compound 1.05 QUALITY ASSURANCE A. Field Tests 1. When the Owner is to perform grout testing, the Contractor shall assist the Owner or his concrete testing consultant as requested during the perform- ance of quality control testing. 2. When prescribed in the Drawings or by these Specifications, length change test specimens will be taken during construction from the first placement of each type of mortar, and at intervals thereafter as selected by the Engineer to insure continued compliance with these specifications. Unless otherwise specified on the Drawings or Specifications the testing will be performed by the Owner or testing representative. 3. When required length change tests and fabrication of specimens for cement based mortar will be performed as specified in ASTM C 1012 at intervals during construction as selected by the Engineer. A set of three specimens will be made for testing at 7 and 28 days. 4. All mortar, already placed, that fails to meet the requirements of this Speci- fication, is subject to removal and replacement at the cost of the Contractor. Unless otherwise specified in the Drawings or Specifications, the cost of all laboratory tests on grout will be borne by the Owner, but the Contractor shall assist the Engineer in obtaining specimens for testing. However, the Con- tractor shall be charged for the cost of any additional tests and investigation on work performed which does not meet the Specifications. B. Construction Tolerances Construction tolerances shall be as specified in the Section 03110 except as modified herein and elsewhere in the Contract Documents. 1.06 ACCEPTABLE MANUFACTURERS/PRODUCTS Master Builders Technologies EMACO R320 - Polymer -Modified Vertical/Overhead Patching Mortar MB 429, Masterkure CR, Masterkure 200W or Masterkure 100W - curing com- pounds RRF Outlet Pipe 03615-2 Grout 1.07 DELIVERY, STORAGE AND HANDLING Cement based mortar shall be delivered and stored in manufacturer's packaging until it is ready to be mixed and placed. Mortar bags shall be stored off the ground and protected from water and all other substances that will penetrate packaging. PART PRODUCTS 2.01 MORTAR FOR TIE HOLES EMACO R320 or approved equal. 2.02 BONDING ADHESIVES Concresive Liquid LPL, Concresive Standard Liquid or approved equal. 2.03 WATER Only clean potable water shall be used. A calibrated measuring device is required for meas- uring the proper amount of water to be added to grouts and mortars. iX1Tsw1I1171"ri eI1hL10111►U7 MB 429, Masterkure 100W, Masterkure 200Wor approved equal. 2.05 (EXPOSED) REINFORCING STEEL COATING EMACO P22 or approved equal. PART 3 EXECUTION 3.01 GENERAL These grouts contain admixtures that increase grout strength and workability. The strength and performance of the grout is dependent on proper surface preparation, grout mixing and curing. The Contractor shall be required to use a calibrated measuring device to add clean potable water to the grout mix. Water added to a grout mix without a calibrated device is cause for grout rejection, removal and re -placement. Curing is critical to prevent shrinkage cracks that can develop with grouts containing some admixtures. Curing shall begin immediately after placement. All mixing, surface preparation, handling, placing, consolidation, and other means of execu- tion for pre -packaged mortars shall be done according to the instructions and recommenda- tions of the manufacturer and this Specification. In the event that a conflict occurs between this Specification and manufacturer's instructions, the manufacturer's instructions shall pre- vail in all cases. RRF Outlet Pipe 03615-3 Grout 3.02 GROUT FOR TIE HOLES A. Preparation: Thoroughly clean the roughened surface and any exposed reinforcement of rust, dirt, loose chips, and dust. Maintain substrate in a saturated, surface -dry condition. Where applicable, exposed reinforcing steel shall be coated with EMACO P22 rein- forcing steel bar protection coating prior to patching. B. Mixing: Comply with mortar manufacturer's recommendations for water quantity. Mechani- cally mix with a slow speed drill (400 to 600 RPM) and Jiffler-type paddle. Pour approximately 90% of the mix water into the mixing container; then add the bagged material while continuing to mix. Add remaining water as needed. Mix time shall not exceed 5 minutes. C. Application: Apply bonding adhesive such as Concresive Liquid LPL or Concresive Standard Liquid. Place and finish with trowel or screed. In hot, windy, or dry conditions, where rapid surface evaporation may occur, use Confilm Evaporation Reducer. D. Curing: Apply Masterkure 200 W curing compound in accordance with label instructions. END OF SECTION RRF Outlet Pipe 03615-4 Grout SECTION C0420 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 G H Ccnstnrt on, Inc 2 Permanent main office address 78D F. C-fl:dM Data, W�sor, m 80550 3 When organized 1996 _ 4 If a corporation, where incorporated chima-in 5 How many years have you been engaged in the contracting business under your present firm or trade name? 12 vaam 6 Contracts on hand (Schedule these showing the amount of each contract and the appropriate anticipated dates of completion ) Ah�-1... 1 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 Rev 10/20/07 Section 00420 Page 1 DIVISION 5 - METALS SECTION 05500 METAL FABRICATIONS RRF Outlet Pipe SECTION 05500 METAL FABRICATIONS PART1 GENERAL 1.01 DESCRIPTION A. This section covers items fabricated from metal shapes, plates, sheets, pipe, or cast metal. 1.02 QUALITY ASSURANCE A. All materials and Work to conform with applicable provisions of AISC "Steel Construction Manual", AISC "Specifications for the Design, Fabrication and Erection of Structural Steel for Buildings" and AISC "Specifications for Structural Joints Using ASTM A325 or A490 Bolts". B. Welding procedures, welders and welding operators shall be qualified and certified in accordance with AWS, maintain welders certification on file at site. C. Grating and grating treads: Comply with the recommendations in "Metal Bar Grating Manual' of National Association of Architectural Metal Manufacturers. 1.03 SUBMITTALS A. Submit Shop Drawings in accordance with Section 01340. 1. Include the following additional items: a. Shop coating manufacturer with film thickness. b. Include proper identification of all welds. C. Complete information regarding locations, type, size and length of field welds in accordance with "Standard Welding Symbol', A2.4 of the American Welding Society. B. Before shipment submit inspection and test reports on welding and high -strength bolted connections. 1.04 PRODUCT DELIVERY, STORAGE AND HANDLING A. Delivery. I . Deliver embedded items in time to permit installation prior to placing concrete and masonry. 2. Wrap aluminum railings prior to shipment. 3. Prepare all items to avoid damage in transit. B. Handling. 1. Protect against bending. 2. Protect shop coating. Robert Benson Dam 05500 - 1 Metal Fabrications 3. Use suitable equipment. C. Storage. I. Place on blocks above ground or water. 2. Support to prevent bending. 3. Prevent collection of water in items. PART PRODUCTS 2.01 GENERAL A. Bolts, Anchor Bolts and Expansion Anchors to be suitable for the service conditions. 1. Use hot -dip galvanized or corrosion resistant fasteners where buried, immersed, in saturated air and in splash zones. 2. Use stainless steel fasteners where noted on Drawings and where specified with items to be fastened. 3. Use unfinished bolts in all other locations. 4. Use self-locking nuts or lock washers on all bolts. 5. Use stainless steel bolts on aluminum fabrications and all expansion anchors. 2.02 STEEL A. Plates, shapes and bars. 1. Steel, ASTM A36, except as otherwise indicated. 2. Stainless, ASTM A 165, 18-8. 3. Galvanize after fabrication all frames to be set in concrete for gratings and checked plates. B. Pipe; ASTM A53. C. Structural tubing: ASTM A500 or A501, hot -formed structural quality carbon steel, welded or seamless. D. Bolts and nuts 1. High Strength: ASTM A325, Type 1 or 2. 2. Unfinished: ASTM A307. 3. Stainless Steel: IFI-104, Grade 303 or 305. 4. Galvanized: ASTM A307, bolts with oversized nuts, hot -dip ASTM A153 or A385. 5. Corrosion resistant: high strength, low alloy steel, ASTM A 325, Type 3. (Cor- Ten, Usalloy, or equal) 6. Self-locking nuts: IFI-100, Grade A, torque type. 7. Flat Washers: ANSI B27.2, same material as nuts. 8. Lock Washers: ANSI B27.1, spring type. 9. Beveled Washers: AISC, Table I. 2.03 CAST IRON Robert Benson Dam 05500 - 2 Metal Fabrications A. Material: ASTM A48, Class 25. 2.04 ALUMINUM A. Sheet and Plates: ASTM B209, alloy 6061-T6. B. Pipe: ASTM B429, alloy 6061-T6, or 6063-T6. C. Castings: ASTM B26, ASTM B85 or Fed. Spec. QQ-A-200/A. D. Checkered plate: alloy 6061-T6. 2.05 ACCESSORIES A. Handrail Setting Cement: Hallemite "Por-Rok Cement". B. Expansion Anchors: Fed. Spec. FF-S-325; wedge type, Group II, Type 4, Class 1 or 2; or self -drilling type, Group III, Type I. C. Anchor Studs: Headed end deformed anchors shall be by Nelson Stud Welding Co., KSM Stud Welding Systems, or equal. 2.06 CONSTRUCTION A. Bolt. 1. Use unfinished bolts except where otherwise noted on Drawings. 2. Use self-locking nuts or lock washers on all bolts. 3. Use stainless steel bolts on aluminum fabrications. B. Weld. 1. Weld continuously all butt and miter joints. 2. Grind smooth all exposed welds. 3. Provide at least 2-inch effective length not more than 6 inches apart for intermittent welds. 4. Comply with AWS DLL C. Finishing. 1. Where finishing is indicated, complete the assembly including welding before finishing. D. Check holes and connection in shop for proper fit. E. Provide holes required for fastening other items to structural members and for the passage of other items through structural members. F. Mark each separate piece as indicated on fabrication and erection drawings. G. Mark and match -mark members for field assembly. H. Provide all field connection bolts, nuts and washers. Robert Benson Dam 05500 - 3 Metal Fabrications I. Grind sharp corners and shear edges. Close exposed ends of steel pipe or tubing with welded caps. J. Clean steel surfaces by power brushing or blasting; remove weld splatter, flux and slag. K. Galvanizing. 1. Pickle before galvanizing. 2. Hot -dip after fabrication, ASTM Al23, A153 and A385. L. Expansion Anchors. 1. Install in conformity with manufacturer's recommendations for maximum pull-out force. 2. Provide minimum embedment of not less than four bolt diameters. 3. Provide minimum clear space between holes of not less than 2 times embedment depth. 4. Provide minimum edge distance to face of concrete of not less than embedment depth. M. Anchor bolts. 1. Provide thread length to allow nut on concrete side of forms or template. 2. Provide extra nut for concrete side of forms or template. N. Substitutions. 1. Where exact sizes and weights called for are not available secure the Engineers approval of suitable sizes prior to proceeding. 2.07 SHOP COATING A. Materials. I. Rust inhibitive shop primer for steel: Cook "391-R-259 Clorocon Barrier Coat", Mobil " 13-R-50 Chromox Q.D. Primer", or Tnemec "77 Chem -Prime". 2. Coal tar paint: Koppers 'Bitumastic Super Service Black", Porter "Tarmastic 103", or Tnemec "450 Heavy Tnemecol". B. Applications 1. Dry and have proper surface temperature. 2. Remove all grease, oil, dirt, rust, loose mill scale and other objectionable materials. 3. Coat castings with hot -dipped asphalt varnish or coal tar paint. 4. Coat ungalvanized steel with rust inhibitive primer. 5. Coat aluminum with coal tar paint at surfaces that will be in contact with concrete mortar, or dissimilar metals other than stainless steel. 6. Do not coat zinc coated steel, stainless steel or non-ferrous surfaces. 7. Provide film thickness of 1 1/2 mils for rust inhibitive primer and 6 mils for coal tar paint. PART 3-INSTALLATION Robert Benson Dam 05500 - 4 Metal Fabrications 3.01 CONNECTIONS A. Clean joint contact surfaces. B. Assemble as shown on Shop Drawings. C. Drifting to match unfair holes shall not be permitted. D. Enlarge holes by reaming with twist drills. E. Weld or bolt all items securely in place or otherwise fasten as indicated on the Drawings or reviewed Shop Drawings. Include all items indicated, scheduled or listed in Part 2. Grind field welds smooth and touch up with primer. 3.02 GRATING A. Shall lie flat without rocking. B. Within 3/16 inch of length and 1/8 inch of width shown on the Shop Drawings. C. Opposite diagonals less than 1/4 inch difference. D. Less than 1/4 inch clear space between panels. E. Anchor securely in place, as recommended in NAAMM manual. F. Use stainless steel for grating and all accessories. G. Provide fastening devices to hold grating down. 3.03 ANCHOR BOLTS A. Set firmly in place by bolting to forms or template. END OF SECTION Robert Benson Dam 05500 - 5 Metal Fabrications PAGE INTENTIONALLY LEFT BLANK. Robert Benson Dam 05500 - 6 Metal Fabrications DIVISION 7 - THERMAL AND MOISTURE PROTECTION SECTION 07905 JOINT SEALERS FOR PRECAST CONCRETE MANHOLES SECTION 07905 JOINT SEALERS FOR PRECAST CONCRETE MANHOLES PART1 GENERAL 1.01 SECTION INCLUDES A. The CONTRACTOR shall furnish all labor, tools, equipment and install joint sealer for precast concrete manholes and roof slabs where shown in the Drawings and as specified herein. 1.02 RELATED SECTIONS A. Section 02635 - Manhole Structures 1.03 QUALITY STANDARDS: A. AASHTO M198 - Joints for Circular Concrete Sewer and Culvert Pipe Using Flexible Watertight Gaskets 1.04 SUBMITTALS: A. The CONTRACTOR shall submit product specifications for all items pertaining to the work covered in this section. PART PRODUCTS 2.01 MATERIALS A. General: Joint sealer shall be preformed, plastic gasket with hydrocarbon resins and inert mineral filler, in accordance with AASHTO M198, Type B. B. Primers: Primers shall be used when recommended by the joint sealer manufacturer. C. Acceptable Manufacturers: 1. K. T. Snyder - Ram-Nek 2. Hamilton -Kent - Kent -Seal No. 2 3. Sheller -Globe - Tac-Tite RRF Outlet Pipe 07905-1 Joint Sealers for Precast Concrete Manholes PART 3 EXECUTION 3.01 PREPARATION A. The CONTRACTOR shall clean the concrete surfaces in accordance with the manufacturer's recommendations. Mask edges, if required, to protect adjoining surfaces and produce a straight finish line. If required by the manufacturer, prime concrete surfaces with the recommended primer. Install bond breaker tape as required by the manufacturer to ensure that the sealant will perform properly. 3.02 APPLICATION A. Apply the sealant in continuous beads without open joints, voids or air pockets. Remove excess sealer promptly as work progresses and clean adjacent surfaces. Apply the sealer in accordance with the manufacturer's printed instructions and specifications. END OF SECTION RRF Outlet Pipe 07905-2 Joint Sealers for Precast Concrete Manholes 4 The bid item for Muck Excavation includes both the removal of the muck material and supplying and installing the replacement material to stabilize the work area See Item 8 in Specification Section 01270 — Measurement and Payment Specification Section 02315 — Excavation and Embankment and Section 2 01 of Specification Section 02320 — Trench Excavation and Backfill for further clarification 5 The bedding requirements for the pipe shall be Class B as shown in Detail 2/6 of the Construction Drawings unless unstable subgrade or rock is encountered If unstable subgrade or rock is encountered the alternate bedding details shown will apply 6 Pumping of water will continue from the pond east of the upstream end of the proposed pipe inlet The discharge pipe from the pump will remain in operation during the construction of the 24 inch CP However the pump discharge pipe may be moved to accommodate construction activities It is unknown at this time whether the water level in this pond will be lower than its present level during the construction of the 24 inch RCP 7 There is no specific leak test required for the pipe however the requirements for the pipe and its installation are outlined in Specification Section 02610 — Reinforced Concrete Pipe Revised Bid Schedule is attached and changes include additional revegetation (Item 16) and silt fence (Item 18) for the staging and stockpile areas Please contact John D Stephen CPPO CPPB Senior Buyer at (970) 221 6777 with any questions regarding this addendum RECEIPT OF THIS ADDENDUM MUST BE ACKNOWLEDGED BY A WRITTEN STATEMENT ENCLOSED WITH THE BID/QUOTE STATING THAT THIS ADDENDUM HAS BEEN RECEIVED 11 List the more important protects 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 Atta he3 13 Experience in construction Work similar in importance to this protect Attac11ed 19 Background and experience of the principal members of your organization including officers Attard-Ed 15 Credit available $ S M.111 1 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,_ U� If yes in what city county and states What class, license and numbers 19 Do you anticipate subcontracting Work under this Contracts yp� If yes what percent of total contract and to whom 20 Are any lawsuits pending against you or your firm at this times ri) IF yes, DETAIL Rev 10/20/07 Section 00420 Page 2 N LOCATION MAP scua I- = eoR' RESOURCE RECOVERY FARM OUTLET PIPE FORT COLLINS, COLORADO SEPTEMBER, 2008 FINAL FOR CONSTRUCTION INDEX OF SHEETS SHEET INDEX NO, NO. OESCRIPTION OWNER: CITY OF FORT COLLINS I COVER SHEET NATURAL RESOURCES DEPARTMENT z Cl PROJECT INFORMATION SHEET 215 N. MASON STREET FORT COLLINS, CO 80524 3 cz za-wcH RCP OUTLET PIPE -PUN AND PROFILE I C3 EROSION CONTROL AND REVEGETATION PLAN C_u Whns 5 CI DETAIL SHEET 6 C5 DETAIL SHEET ENGINEER: AN➢ERSON CONSULTING ENGINEERS, INC. 375 E. HORSETOOTH ROAD, BUILDING#5 F�ORTTI COLLINS, CO 80525 • AM[R:m CaFiJ,w E^V....E,m, lrc crw.w...�... u.a..Mw ra NIpICal bdaire pu � r,BN 6eMRy0udg. GENERAL NOTES AMR PPERIIMPORT. TwE I ON ar THE u.ME1 EGMARY HESE euxz un �zmm "sruwmz UNLEiSS .,M.EATTR M—ED ON HE GR:"vacs z AM MATERIALS OAND µBE SUCHMATERIALSMATERluALLS AMpBUMESHW TO MAT oafs NOT CONFIRM TO HOMER SANS z ID RwNr . SET FORT" RETURN. ME DINNER "LINE SrAMIN105 EAXI yE[ICIWiXX12 I.IT BULL 9E ME RE un ME COXTPAIMP 1 FENDS THE UNDERGROUND MILLERS RESI""w WE rw ARAE AND CWWPWTEMCON pW C>RUCCTTE�xO�wLLRYMM THEE AND OWNERS. `THE CONTRAMOP SMALL THE SUPEMISIONTRAI X MLLwLORA00 CAIRN Mr.. ]. H NAMES AM DESTRUCTION NC FOR TARS PPO<ALL CLIMBING ACLIMBING NUS! ATP[PNPUEpiA UNDERCpIrMCTOP SMALL MILE. ILL THROBBED AREAS TO DEER ORIGINAL CONOTO" OR BETTER AS DESIGNATED BY THE OMER. G. MAESTRI MP LAP MpUtM Ml BMW ON ME ORAMNCB SMALL BE PEP AT I MINUTES. S OOCLY [YOMMI. OR BOLL HOMY THE OWNER IY"EMATELY OF ANY FIELD COMPUTER MOT CONSISTENT WITH ME CONTACT B. TPROFITS M RN ANY NECESSPEEMITRT AND PLANK AROVALS "ON THHE P FEW TRITON PY"� ECITY OF MAY OR RANDOM COUNTY PETS, r0 CLUMMUCTpx. S. 11E CEPARTIATEROM 1. NAME. ALL EXSrIW W... MET,1 Wp[x . ASSUME.CMMS EXCEPT AS SNOW" ON L OURS. CREEP. "IESCANNG Puu4w BY ME CONUUCTpMAR SMALL WE NACONFIRGARD ION`µD ROU"�[CD AT THE CONTRACTORS � N5E ASPHALT. AMEX IO. WE COxIPYTM SWL PROME INDOOR CONTROL MIRING COMPANY.. THEEROSION COMSEL PLAN PROMISED IN M YnNUS GRAL. BE USED AS A WIPE. ME CONIMCN FROM PgMIpE A FOAL STOPW.rzR -PLACEMENT PUN (RAMP][ ) la WE —A A- ME mM Fan u.. MEAN MOO LUATIOR. II. ALL EXCESS MATERIAL SHALL OECOIS ME PROPERTY M THE CMI MR µEX DKPOyO OF AT AS EXPENSE. Ix. iwL MOY"AY10[ONA SHUCESS TO A WARE SIM MRY"I"1 A AREAL ELNIN ACCOMPANIED MTH ALL LOCAL STATE AND FEDERAL PEW UTro"R. ASP IMSEEMMAIN ASSAY BE CLAIMED Or DMM I]. T BY THE CONTRACTHE A' THE LARRIONEST TOR 1 OPNROMIY OR MIEOYRE[ Y WHEN PLANES I[[ESSARY"EBYA ME TED BOMER HY THE AT TILE SAFETY OF ROME OR PE�"'B, MET SE SHALL 1..1. BE FELL KING.. AM'. ME C.lEl. OF ME DAYS WORE. HE OMAN THELNIACENNTT RWSWAY AT MO A00 0 AL COST TO ME PRD [CT EQUIPMENT AND MATERIALS r0 SAIISfACIORILY CONTROL POINTS RnATIM c No a— IfT.�NyV0-P39f DLSCALItlI! CP-PWMrt ] Y (SENT SlI ]56 RUR:MR, AVIDITY Sn BI REBu I CSA O : USES, 33 37 M:VA PIs9 SEr BI PE= N,D- MEN iF-c.-AS9 War SM.e) 4.Am.m AB]VwY . 1SV Er BI MR W/z- ALUM. CAR THESE AV]N POINTD0.MANDUALL CHANGE r0 ME "6THE OSOPEO 0AMLANE i[ zE SGTEMLURµO NOUN LONE CCORANALL SYSTEM. MORE t0 ME99M333 FRI AL A EVAII ALL ELOxS SHOM ADD BASED ON MI ATITAKEN MEN COU NTY UNTY BENCHMARK B27. BRATS CAP IN RUFF: FENCEOtt NORTHWEST OF UGOON PENCH ELEVATION - I861 (HIND 1929) OWADO TEAM MARE COARMWIES AMIDRIDAIW. HORIZONTAL CONTROL USED UPON NDS DESIGNATION X 402. N= I.I M. = 3.1]A.M..I. IM SURVEY CONTROL POINTS Uzrm ARONE AND AL THIS`OEm SMORE Awm n M FROM SURvCA wUECTED BY KING SURVEYORS MC.. MHICUP, GONOVEMBER SHOP µ0 IN MARCH. DATE. KING SURVEYORS PROJECT NO. 2DOOSI .ECONTROL- UXATSL:"MnSEsT 70T'wERESPONSIBILITY pY iOF THE CONTRACTOR TO VCMn ME OF THE HLnROMFIRM LzY MN rMY LEGEND - r IELEPROM LINE BIAIR LINK PENCE CA] HITT OVERNEAG M11TKI. - -`x--- LXISTRIC SANITARY SEWER PgWERTY LHE '-"' -- EKISTNC CGNTWR PROPOSED CCRTWR Upp,4pM,,BB El PCLEMOLMIE 3Aw AND Yi HING �.. — ."AM' yNEq —.—.— MCD a WATER —.--,� 'M..., SILT TERM£ LE [HEµ IEET SE IMAM FEET CUBE ARE — GATE �i ITALY PaD SALLEADY O MHp" WIIII E YARNMF SYTHPY caFTPUL PMNT JL ENBMNC PHIL QTSSNC THEN' SHALL THEE/SHRUB D"TUUS MI 102 a L<Tso..o W A.Itm,t.MWLII„R BtiM�.k RESOURCE RECOVERY FARM- p{p,)EC) INFORMATION SHEET CI � � a' c�•}."+.'i4 ixr.Y NM1 A"�t'% i=7P l -Y 4uI 3v r} S ir-`"raomaa Ys 5 Y N k=i^ _. lieF�}Cl yy�� i a!" L d Y Y x d � b p 9 �`� gt�P4�. r � x � op Y1, f�Y � � ✓' �� Ni MIM SIR MEMO G-SY_@@ll _��� SST*' t° 1 Y- 5 ✓" t, -Ems ME ARCRETE STA..D wm� CONCRETE A D_,L q) T.S. t1 M�l It ,p t 1A3M.. FO N W L S X.T.S. ljgji&� -T „na. �>uNroE ww� I RESOURCE RECOVERY FAR RM- 1 OUEf RICE DESIGN DETAIL SHEET ,ai,e, 43 �5C4 tro CONCREM JOINT FASTENER us r... wY uiwv a u a.�.m %Qavw N_�.aE_ its+ � `1 A-417 —: �' s nxoeRu rHNPF o� BEOp 55 8 B CMG yrr - r Iw ....� �L —'..""' rJ N1 ♦PI£ UBIAPCE pE y Via.... BEMING REOUIREMLNIS wr S tt P FEMM CERNP: SEDMND REr ENE z 6 a STAN�ARp NA�XOIF i5� SM EM MTAI 6 iS 6 Nis nC. rl- G S TM)N PRM 6 IDAMPAW CONOREPETHMST BLOC( MAX O 6 t AWL flESDUflCE RECOVERYI OURPIPEEf PIPE DESIGN DETAIL SHUTI " 21 What are the limits of your public liabrllty? DETAIL Attalxd What company�___$ifirtnmr_ 22 What are your company's bonding limitations,?.20 M111C + 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 17th day of Cttober 2008 CLH CatistnrticnIs Name of Bidder, By •° e Title =t j KIM State of Colorado ` MONAFAlk, Q�y"6 County of U+ M 1 •""•••• �° GVWN L H 4-ies being duly sworn deposes and says that he is Prns�dait of G H Cbmb:Lzt1cn and name of organization) that the answers to the foregoing questions and all statements therein contained are true and correct Subscribed and sworn to before me this 2008 d 1 , Notary Public 780 R. [anim Enve MIKL-,ors Qd 80550 My commission expires _ 06/28/10 17th day of O:.tober Rev 10/20/07 Section 00420 Page 3 SECTION 00430 SCHEDULE OF SUBCONTRACTORS List all subcontractors for the work items listed below and all subcontractors performing over 15s of the contract f�N 1 SUBCONTRACTOR Section 00430 Page 1 SECTION 00500 AGREEMENT FORMS 00510 Notice of Award 00520 Agreement 00530 Notice to Proceed SECTION 00510 NOTICE OF AWARD Date October 21, 2008 TO GLH Construction, Inc PROJECT 6115 Resource Recovery Farm Outlet Pipe OWNER CITY OF FORT COLLINS (hereinafter referred to as "the OWNER") You are hereby notified that your Bid dated October 17, 2008 for the above project has been considered You are the apparent successful Bidder and have been awarded an Agreement for 6115 Resource Recovery Farm Outlet Pipe The Price of your Agreement is One Hundred One Thousand One Seventeen Dollars and Twenty Five Cents ($101 117 25) Three (3) copies of each of the proposed Contract Documents (except Drawings) accompany this Notice of Award Three (3) sets of the Drawings will be delivered separately or otherwise made available to you immediately You must comply with the following conditions precedent within fifteen (15) days of the date of this Notice of Award, that is by November 5, 2008 - 1 You must deliver to the OWNER three (3) fully executed counterparts of the Agreement including all the Contract Documents Each of the Contract Documents must bear your signature on the cover of the page 2 You must deliver with the executed Agreement the Contract Security (Bonds) as specified in the Instructions to Bidders, General Conditions (Article 5 1) and Supplementary Conditions 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 OWN RR By ��n1^ Gi7NG 1-?/23/0AI James B 0' eil , II, CPPO, FNIGP Director of Purchasing & Risk Management Page 1 Section 00520 SECTION 00520 AGREEMENT THIS AGREEMENT is dated as of the 21 day of October in the year of 2008 and shall be effective on the date this AGREEMENT is signed by the City The City of Fort Collins (hereinafter called OWNER) and GLH Construction, Inc (hereinafter called CONTRACTOR) OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree as follows ARTICLE 1 WORK CONTRACTOR shall complete all Work as specified or indicated in the Contract Documents The Project for which the Work under the Contract Documents may be the whole or only a part is defined as the construction of the 6115 Resource Recovery Farm Outlet Pipe and is generally described in Section 01010 ARTICLE 2 ENGINEER The Project has been designed by Anderson Consulting Engineers, Inc , who is hereinafter called ENGINEER and who will assume all duties and responsibilities and will have the rights and authority assigned to ENGINEER in the Contract Documents in connection with completion of the Work in accordance with the Contract Documents ARTICLE 3 CONTRACT TIMES 3 1 The Work shall be Substantially Complete within sixty (60) calendar days after the date when the Contract Times commence to run as provided in the General Conditions and completed and ready for Final Payment and Acceptance in accordance with the General Conditions within sixty seven (67) calendar days after the date when the Contract Times commence to run 3 2 Liquidated Damages OWNER and CONTRACTOR recognize that time is of the essence of this Agreement and that OWNER will suffer financial loss if the Work is not completed within the times specified in paragraph 3 1 above, plus any extensions thereof allowed in accordance with Article 12 of the General Conditions They also recognize the delays, expenses and difficulties involved in proving in a legal proceeding the actual loss suffered by OWNER if the Work is not completed on time Accordingly, instead of requiring any such proof, OWNER and CONTRACTOR agree that as liquidated damages for delay (but not as penalty) CONTRACTOR shall pay OWNER the amounts set forth hereafter Page 2 Section 00520 1) Substantial Completion Seven Hundred Fifty Dollars ($750 00) for each calendar day or fraction thereof that expires after the sixty (60) calendar day period for Substantial Completion of the Work until the Work is Substantially Complete 2) Final Acceptance After Substantial Completion, Five Hundred Dollars ($500 00) for each calendar day or fraction thereof that expires after the seven (7) calendar day period for Final Payment and Acceptance until the Work is ready for Final Payment and Acceptance ARTICLE 4 CONTRACT PRICE 4 1 OWNER shall pay CONTRACTOR for performance of the Work in accordance with the Contract Documents in current funds as follows $101,117 25 (One Hundred One Thousand One Hundred Seventeen Dollars and Twenty Five Cents), 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 Page 3 Section 00520 equal to 100% of the Work completed 90% of materials and equipment not incorporated in the Work (but delivered, suitably stored and accompanied by documentation satisfactory to OWNER as provided in paragraph 14 2 of the General Conditions) may be included in the application for payment 5 1 2 Upon Substantial Completion payment will be made in an amount sufficient to increase total payments to CONTRACTOR to 95% of the Contract Price, less such amounts as ENGINEER shall determine or OWNER may withhold in accordance with paragraph 14 7 of the General Conditions or as provided by law 5 2 FINAL PAYMENT Upon Final Completion and Acceptance of the Work in accordance with paragraph 14 13 of the General Conditions, OWNER shall pay the remainder of the Contract Price as recommended by ENGINEER as provided in said paragraph 14 13 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 Page 4 Section 00520 Facilities No additional examinations, investigations, explorations, tests, reports, studies or similar information or data in respect of said Underground Facilities are or will be required by CONTRACTOR in order to perform and furnish the Work at the Contract Price, within the Contract Times and in accordance with the other terms and conditions of the Contract Documents, including specifically the provision of paragraph 4 3 of the General Conditions 6 5 CONTRACTOR has correlated the results of all such observations, examinations, investigations, tests, reports and data with the terms and conditions of the Contract Documents 6 6 CONTRACTOR has given ENGINEER written notice of all conflicts, errors or discrepancies that he has discovered in the Contract Documents and the written resolution thereof by ENGINEER is acceptable to CONTRACTOR ARTICLE 7 CONTRACT DOCUMENTS 7 1 The Contract Documents which comprise the entire Agreement between OWNER and CONTRACTOR concerning the Work consist of the General Conditions, Supplementary Conditions, those items included in the definition of `Contract Documents in Article 1 10 of the General Conditions, and such other items as are referenced in this Article 7, all of which are incorporated herein by this reference 7 2 Forms for use by CONTRACTOR in performing the Work and related actions in carrying out the terms of this Agreement are deemed Contract Documents and incorporated herein by this reference, and include, but are not limited to, the following 7 2 1 Certificate of Substantial Completion 7 2 2 Certificate of Final Acceptance 7 2 3 Lien Waiver Releases 7 2 4 Consent of Surety 7 2 5 Application for Exemption Certificate 7 2 6Application for Payment 7 3 Drawings, consisting of a cover sheet and sheets numbered as follows Sheet 1 Cover Sheet Index 1 Sheet 2 Cl Project Information Sheet Sheet 3 C2 Plan and Profile Sheet 4 C3 Erosion Control and Revegetation Plan Sheet 5 C4 Detail Sheet Headwall Detail Sheet 6 C5 Detail Sheet Miscellaneous Detail The Contract Drawings shall be stamped Final for Construction" and dated Any revisions made shall be clearly identified and dated Page 5 Section 00520 7 4 Addenda Numbers 1 to 1, inclusive 7 5 The Contract Documents also include all written amendments and other documents amending, modifying, or supplementing the Contract Documents pursuant to paragraphs 3 5 and 3 6 of the General Conditions 7 6 There are no Contract Documents other than those listed or incorporated by reference in this Article 7 The Contract Documents may only be amended, modified or supplemented as provided in paragraphs 3 5 and 3 6 of the General Conditions ARTICLE 8 MISCELLANEOUS 8 1 Terms used in this Agreement which are defined in Article I of the General Conditions shall have the meanings indicated in the General Conditions 8 2 No assignment by a party hereto of any rights under or interests in the Contract Documents will be binding on another party hereto without the written consent of the party sought to be bound and specifically but not without limitations, moneys that may become due and moneys that are due may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law), and unless specifically stated to the contrary in any written consent to an assignment no assignment will release or discharge that assignor from any duty or responsibility under the Contract Document 8 3 OWNER and CONTRACTOR each binds itself, its partners, successors, assigns and legal representatives to the other party hereto, its partners, successors, assigns and legal representatives in respect to all covenants, Agreement and obligations contained in the Contract Document Page 6 Section 00520 Protect Resource Recovery Farm Outlet Pipe Date Bid Schedule Addendum 1 Item Description Unit Estimated Unit Item Cost Number Quantity Cost ($) ($) 1 Mobilization and Field Overhead LS 1 2 Traffic Control LS 1 3 Clearing and Grubbing LS 1 4 Construction Dewatermg LS 1 5 Construction Surveying and Staking LS 1 6 Remove Stockpile and Replace Existing Riprap on River Bank CY 40 7 Unclassified Excavation CY 140 8 Muck Excavation CY 50 9 Embankment CY 50 10 24 inch Reinforced Concrete Pipe LF 700 11 48 inch Manhole EA 4 12 Sand Cutoff Wall CY 16 13 Concrete Headwall with Slidegate EA 2 14 Riprap (Class 9) CY 14 15 Miscellaneous Metals Trash Racks LS 1 16 Landscape Ground Preparation and Seeding AC 2 17 Erosion Control Temporary Coffer Dam LS 1 18 Erosion Control Silt Fence LF 1590 19 Erosion Control Sediment Trap/In Channel BMP EA 1 TOTAL COST TOTAL COST IN WORDS OWNE CITY OF FORT COLLINS By JAME B O'NEILL I , CPPO, FNIGP DI ECTOR OF PURCHASING ND RISK MANAGEMENT Date !D . SEAL Attest City Clerk Address for giving notices P 0 Box 580 Fort Collins, CO 80522 CONTRACTOR GLH Construction,Inc By Title f/tia� ��uwnmi� cull 0 byG'% ate /C> — e?7 - O % O? ' z= (CORPORATE SEAL) = .` f Attest G1/A/Yi� / 0/ jTl I (st'�AI DO •...�``��`` Address for giving notices %fib /1'- �rw'(11-br/&0 1,6 ///ta/!!�o CD cd�"ts LICENSE NO Page 7 Section 00520 SECTION 00530 NOTICE TO PROCEED Description of Work 6115 Resource Recovery Farm Outlet Pipe 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 GLH Construction, Inc By Title 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 00630 Lien Waiver Release (CONTRACTOR) 00660 Consent of Surety 00670 Application for Exemption Certificate Bond Number COG51324 SECTION 00610 PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS that (Firm) GLH Construction Inc (Address) 780 E Garden Drive Windsor CO 80550 (an Individual), (a Partnership), (a Corporation), hereinafter referred to as the "Principal" and (Firm) Merchants Bonding Company (Mutual) (Address) 2100 Fleur Drive DesMores IA 50321 hereinafter referred to as 'the Surety", are held and firmly bound unto City of Fort Collins, 300 Laporte Ave, Fort Collins, Colorado SD522 a (Municipal Corporation) hereinafter referred to as the 'OWNER , in the penal sum of One Hundred One Thousand One Hundred Seventeen Dollars and 25/100 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 215t day of October , 2008, a copy of which is hereto attached and made a part hereof for the performance of The City of Fort Collins project, 6115 Resource Recovery Farm Outlet Pipe 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 it 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 ., Section 00610 Page 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 24th day of October , 2008 IN PRESENCE OF Principal GLH Construction Inc Greg Hughes O er `p•��V /t/�,� (Title) 780 E Garden Drive Windsor CO 80550 _ (Address) LO (Corporate & tr IN PRESENCE • = Other Partners n� IIN ESENCE OF I By By Sure y Merchants / Bonding Company (Mutuat) ei )�'(alKarole Peters Att��in Fact By 2100 Fleur Drive DesMomes IA 5032, (Address) (Surety Seal) NOTE Date of Bond must not be prior to date of Agreement If CONTRACTOR is Partnership all partners should execute Bond Rev 10120007 Section 00610 Page 2 Merchants Bonding Company (Mutual) POWER OF ATTORNEY Know All Persons By These Presents that the MERCHANTS BONDING COMPANY (MUTUAL) a corporation duly organized under the laws of the State of Iowa and having its principal office in the City of Des Moines County of Polk State of Iowa hath made constituted and appointed and does by these presents make constitute and appoint Mike Schmitt Karole Peters of Greeley and State of Colorado its true and lawful Attorney in Fact with full power and authority hereby conferred in its name place and stead to sign execute acknowledge and deliver in its behalf as surety any and all bonds undertakings recognizances or other written obligations in the nature thereof subject to the limitation that any such instrument shall not exceed the amount of TEN MILLION ($10,000,000 00) DOLLARS and to bind the MERCHANTS BONDING COMPANY (MUTUAL) thereby as fully and to the same extent as if such bond or undertaking was signed by the duly authorized officers of the MERCHANTS BONDING COMPANY (MUTUAL) and all the ads of said Attorney in Fad pursuant to the authority herein given are hereby ratified and confirmed This Power of Attorney is made and executed pursuant to and by authority of the following Amended Substituted and Restated By Laws adopted by the Board of Directors of the MERCHANTS BONDING COMPANY (MUTUAL) on November 16 2002 ARTICLE II SECTION 8 The Chairman of the Board or President or any Vice President or Secretary shall have power and authority to appoint Attorneys in Fact and to authorize them to execute on behalf of the Company and attach the Seal of the Company thereto bonds and undertakings recognizances contracts of indemnity and other writings obligatory in the nature thereof ARTICLE II SECTION 9 The signature of any authorized officer and the Seal of the Company may be affixed by facsimile to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond undertaking recognizance or other suretyship obligations of the Company and such signature and seal when so used shall have the same force and effect as though manually fixed In Witness Whereof MERCHANTS BONDING COMPANY (MUTUAL) has caused these presents to be signed by its President and its corporate seal to be hereto affixed this 27th day of May 2008 o�OJIG C04�, m oPPOq 9 F 2 U m Z v 3 y 1933 c c~ oQ44 `tea STATE OF IOWA COUNTY OF POLK ss MERCHANTS BONDING COMPANY (MUTUAL) By a-f-7 7� President On this 27th day of May 2008 before me appeared Larry Taylor to me personally known who being by me duly sworn did say that he is President of the MERCHANTS BONDING COMPANY (MUTUAL) the corporation described in the foregoing instrument and that the Seal affixed to the said instrument is the Corporate Seal of the said Corporation and that the said instrument was signed and sealed in behalf of said Corporation by authority of its Board of Directors In Testimony Whereof I have hereunto set my hand and affixed my Official Seal at the City of Des Moines Iowa the day and year first above written p CINDY SMYTH / 7 y�,yw e���'✓ F Commission Number 173604 c My Commission Expires March 16 2001 Notary Public Polk County Iowa STATE OF IOWA COUNTY OF POLK ss I William Warner Jr Secretary of the MERCHANTS BONDING COMPANY (MUTUAL) do hereby certify that the above and foregoing is a true and correct copy of the POWER OF ATTORNEY executed by said MERCHANTS BONDING COMPANY (MUTUAL) which is still in full force and effect and has not been amended or revoked In Witness Whereof I have hereunto set my hand and affixed the seal of the Company on this 24th day of October POA 0001 (1/06) 2008 ,p\NG c4,, 00 �PPOy 9 = 9 0 R, y` Z � 3 Z 1933 ti , c Secretary Bond Number C0051324 SECTION 00615 PAYMENT BOND KNOW ALL MEN BY THESE PRESENTS that (Firm) GLH Construction Inc (Address) 780 E Garden Drive Windsor CO 80550 Can Individual) (a Partnership) (a Corporation), hereinafter referred to as the "Principal" and (Firm) Merchants Bonding Company (Mutual) (Address) 2100FIeurDrive DesMoines IA50321 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 $10111725 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, 7orntly 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 21st day of October , 2008, a copy of which is hereto attached and made a part hereof for the performance of The City of Fort Collins pro3ect, 6115 Resource Recovery Farm Outlet Pipe 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 Rey 10=107 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 24th day of October , 2008 IN PRESENCE OF Principal GLH Construction 02 Owner "'t;�'0 i (Title) (�Z _ v �� � 780E Garden Drive Windsor CO 80550 � C); (Address) (Corporate Seal) i�' C IN PRESENCE OF ''O�ORA'p0`\`���`Other Partners PRESENCE OF (Surety Seal) Suret Mer ants Bonding Company (Mutua# I g tKarolePeters Atto ;y,4,oct gy 2100 Fleur Drive DesMomes IA 50321 (Address) NOTE Date of Bond must not be prior to date of Agreement If CONTRACTOR is Partnership all partners should execute Ii*pd Rev 10/Z0/07 Section 00615 Page 2 Merchants Bonding Company (Mutual) POWER OF ATTORNEY Know All Persons By These Presents that the MERCHANTS BONDING COMPANY (MUTUAL) a corporation duly organized under the laws of the State of Iowa and having its principal office in the City of Des Moines County of Polk State of Iowa hath made constituted and appointed and does by these presents make constitute and appoint Mike Schmitt Karole Peters of Greeley and State of Colorado Its true and lawful Attorney in Fact with full power and authority hereby conferred in Its name place and stead to sign execute acknowledge and deliver in Its behalf as surety any and all bonds undertakings remgnizances or other written obligations in the nature thereof subject to the limitation that any such Instrument shall not exceed the amount of TEN MILLION ($10 000,000 00) DOLLARS and to bind the MERCHANTS BONDING COMPANY (MUTUAL) thereby as fully and to the same extent as if such bond or undertaking was signed by the duly authorized officers of the MERCHANTS BONDING COMPANY (MUTUAL) and all the acts of said Attorney in Fact pursuant to the authority herein given are hereby ratified and confirmed This Power of Attorney is made and executed pursuant to and by authority of the following Amended Substituted and Restated By Laws adopted by the Board of Directors of the MERCHANTS BONDING COMPANY (MUTUAL) on November 16 2002 ARTICLE II SECTION 8 The Chairman of the Board or President or any Vice President or Secretary shall have power and authority to appoint Attorneys in Fact and to authorize them to execute on behalf of the Company and attach the Seal of the Company thereto bonds and undertakings recognizances contracts of Indemnity and other writings obligatory in the nature thereof ARTICLE II SECTION 9 The signature of any authorized officer and the Seal of the Company may be affixed by facsimile to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond undertaking recognizance or other suretyship obligations of the Company and such signature and seal when so used shall have the same force and effect as though manually fixed In Witness Whereof MERCHANTS BONDING COMPANY (MUTUAL) has caused these presents to be signed by its President and its corporate seal to be hereto affixed this 27th day of May 2008 pap\NG COHA NPO m pq 9 = U 9m yt Z � 3 y 1933 p" STATE OF IOWA COUNTY OF POLK as MERCHANTS BONDING COMPANY (MUTUAL) By a f / 747� Pmsrdent On this 27th day of May 2008 before me appeared Larry Taylor to me personally known who being by me duly sworn did say that he is President of the MERCHANTS BONDING COMPANY (MUTUAL) the corporation described in the foregoing instrument and that the Seal affixed to the said instrument is the Corporate Seal of the said Corporation and that the said instrument was signed and sealed in behalf of said Corporation by authority of its Board of Directors In Testimony Whereof I have hereunto set my hand and affixed my Official Seal at the City of Des Moines Iowa the day and year first above written pp CII SMYTH / ,e�/,j��As * T' Commisson Number 173504 WWW ^^^ I/ll r%"/`' aw My Commission Explres March 16 2004 Notary Public Polk County Iowa STATE OF IOWA COUNTY OF POLK ss I William Warner Jr Secretary of the MERCHANTS BONDING COMPANY (MUTUAL) do hereby certify that the above and foregoing is a true and correct copy of the POWER OF ATTORNEY executed by said MERCHANTS BONDING COMPANY (MUTUAL) which is still in full force and effect and has not been amended or revoked In Witness Whereof I have hereunto set my hand and affixed the seal of the Company on this 24th day of October POA 0001 (1/06) 2008 pap, 0 Cp�A m pPPOq 9 F 2 4m y< y 1933 Secretary CONTRACTOR Insurance SECTION 00630 CERTIFICATE OF INSURANCE shall insert his own standard form for Certificate of Rev 10/20/07 Section 00630 Page 1 R Test Pit Excavation TP I (STA o+00) TP 2 (STA 2+00) 01 01 01 Y 2 TP I (STA 0+5G) O 0 D 4 0 A s y d Y g 10 i a 12 14 LEGEND ® (,Rr EL S.ND ( AITH GABBLE MOIST BR- N r.ND GRA ELLE V711COBBLE MOI. T TO %ET SRO N TO RED06H BRONN OR, -L SAND( %ITH-OBBLE MOIoTTO bET BRI4NT"REDCISHSftOAI4 D SZ S.TER LE EL ME JREC AT TIME OF DRILLING _-W RID C..T-, DEPTH NHERE HOLE CA ED NOTES 1 THETESTPRS M1EREElC4 „TEDONOCTOBER JCE J iNG..RUBBERTIRE B..CYHCE TEST PIT IOCATIONS „ND ST TIONS P ERE PRO ICED ANDER ON ONgULTING Et GINEERS Cn . FORT CD L . ,UO O,E, RESOURCE RECOVERY FM OOPETRF T O O m IA, SUMMARY LOGS OF EXPLORATORY BORINGS FIGURE I ACORD CERTIFICATE OF LIABILITY INSURANCE GPIDPS OTE mY) _ GT.Hcn-i Tn/,iovr THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Rich s Cartmill Ins of CO ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE f Colorado LLC HOLDER THIS CERTIFICATE DOES NOT AMEND EXTEND OR 213 W 20th Street ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW L,reeley CO 80634 Phone 970-356-8030 Fax 970-356-8032 INSURERS AFFORDING COVERAGE NAIC # SERIESSEABituminous Insurancecos N&URERA Plnnacol Assurance GLH Construction Inc Ec 780 E Garden Drive Windsor CO 80550 INSURER. SURER E COVERAGES OLDER OF RA CE L1s EO BE OW HAVE BEEN SCUM T EINSURED NAME ROVE FOR THE Po BY OD INDICATED TM HSTANOIG AN REOUIREME ORCONDITO NCONTRALTO ER DOCUME 7WI ES ECTTOW CER7IFICA7EM SSUEDOR NA'BEATAI ENSURANCEAF DEDBY DECMDESCRIBED HERE s SJECTTOA T E SEXCLU80 AN CONOTONSOF PO C GGREGATE OWN MAY HAVE REDUCE. BY RN INC 1 DDLT POLICY EFFECTIVE PoDCY EX RRATO TIN N8R0 iVPEOFINBURA E Po ICYNUDATEMBER EVD IMM'DdYYI 1 B'YY TEN GENEMLWB TY EACH OCCURRE E E 1 Q�� 00� A X X comMERc Ell uABILT CLP3251670 u ms MADE occuR 04 01 08 / /sEs(E 04/01/09 a 100 000 DAmA SEE RE a tiI ExP (A� na on1 $ 5 000 PERSO AT NJURY s 1 000 000 _EgL AG.REwre s 2 000 000 GE EG TE LIMITAP ER PRODUL YCPA- E 2 0 00 000 PO IC JECT LOC UTOMOBILE NPJ El S NGLE M $ 1 000 000 A X quo CAP3520942 09/01/08 04/01/09 IEc Qa 1 eED WUR A os SULLIED AUTO A,— S HRED BOO WURY NON OWNED IPe ) $ r - c ERTY DAMAGE ( ak M E ..GE A. I gUT00 EA gCCIDENr S AUTO EAACC S OTHER Y AUTO ONL GG b E%CESSI SRELLA LIABIL IY EACH OCCUME 8 5 000 000 A X J occ a SHADE CUP2581799 04/O1/OB 04/01/09 AGGR w E $ 5 000 000 s ELF E X E ENTION s 10 000 y WOR%FRa CO ENBATIONAND X A U O H T LETS ER EMPLOVFR BILITV EL EAc .DENT $ 1000000 B ANY PROP E ORIPRRTNER CU IVE 9028616 07/01/08 07/01/09 DSEMEN LUCEO MEm EE - 1000000 EL DBM CLOY LIMT $ 1000000 A sac LPRoms DNS OTHER A Leased / Rented CLP3251670 04/01/08 04/01/09 Limit $250 000 Equipment DESCRIPTO O OPEMTIO LOCH'.. CLES I E%CLUBq ACOEDBYE SO SEMENTIBPE MLPRONIIONS Certificate Holders are named as additional insured on the general liability policy but only with respect to liability arising out of the insureds operations on any and all operations by the insured for the certificate holder 10 day cancellation provision still applies for non-payment Project 6115 Resource Recovery Farm Outlet Pipe CERTIFICATE City Of Ft Collins S Anderson Consulting Engineers Inc Purchasing Division P O Box 580 Fort Collins CO 80522-0580 UXIYUCLIA 1 IUIY HOULDANYOFT EABOVEOESCR EDPoUCIEBB NCELLEDBEFORE HEE%MM OA HEREOF UNGINSUR WI LENDEAV AIL 30 OR AWRITTEN NOT TOTHECERT IC TEHOLDER MEDTOTHE UT FAILURE TOSO SML I RN OBL.AT ABILRVO NO UPo URER ITS OR REPRESS TRES UNNORISED REPRESENTATIVE Michael J Schmitt CTC 25 (2001/08) IMPORTANT If the certificate holder is an ADDITIONAL INSURED the policy(ies) must be endorsed A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s) If SUBROGATION IS WAIVED subject to the terms and conditions of the policy certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s) DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s) authorized representative or producer and the certificate holder nor does it affirmatively or negatively amend extend or alter the coverage afforded by the policies listed thereon 25 SECTION 00635 CERTIFICATE OF SUBSTANTIAL COMPLETION TO CITY OF FORT COLLINS (OWNER) DATE OF SUBSTANTIAL COMPLETION PROJECT TITLE 6115 Resource Recovery Farm Outlet Pipe PROJECT OR SPECIFIED PART SHALL LOCATION Fort Collins, Colorado INCLUDE OWNER City of Fort Collins CONTRACTOR GLH Construction, Inc CONTRACT DATE October 21, 2008 The Work performed under this contract has been inspected by authorized representatives of the OWNER, CONTRACTOR, and the ENGINEER and the project (or specified part of the project, as indicated above) is hereby declared to be substantially completed on the above date A tentative list of items to be completed or corrected is appended hereto This list may not be exhaustive, and the failure to include an item on it does not alter the responsibility of the CONTRACTOR to complete all the Work in accordance with the Contract Documents ENGINEER DATE AUTHORIZED REPRESENTATIVE The CONTRACTOR accepts the above Certificate of Substantial Completion and agrees to complete and correct the items on the tentative list within the time indicated CONTRACTOR M AUTHORIZED REPRESENTATIVE DATE The OWNER accepts the project or specified area of the project as substantially complete and will assume full possession of the project or specified area of the project at 12 01 a m , on The responsibility for heat, utilities, security, and insurance under the Contract Documents shall be as set forth under "Remarks' below CITY OF FORT COLLINS, COLORADO By OWNER .'W IMURiZED REPRESENTATIVE DATE REMARKS Rev 10/20/07 Section 00635 Page 1 SECTION 00640 CERTIFICATE OF FINAL ACCEPTANCE 20 TO GLH Construction, Inc Gentlemen You are hereby notified that on the _ day of , 20 , the City of Fort Collins, Colorado, has accepted the Work completed by for the City of Fort Collins project, 6115 Resource Recovery Farm Outlet Pipe A check is attached hereto in the amount of $ as Final Payment for all Work done, subject to the terms of the Contract Documents which are dated 20 In conformance with the Contract Documents for this project, your obligations and guarantees will continue for the specified time from the following date 20 Sincerely, OWNER City of Fort Collins By Title ATTEST Title Rev 10/20/07 Section 00640 Page 1 SECTION 00650 LIEN WAIVER RELEASE (CONTRACTOR) TO City of Fort Collins, Colorado (OWNER) FROM GLH Construction, Inc CONTRACTOR) PROJECT 6115 Resource Recovery Farm Outlet Pipe 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 Rev 10/20/07 Section 00650 Page 1 project or against the OWNER or its officers, employees, agents or assigns arising out of the project for all loss, damage and costs, including reasonable attorneys fees, incurred as a result of such claims 5 The parties acknowledge that the description of the project set forth above constitutes and adequate description of the property and improvements to which this Lien Waiver Release pertains It is further acknowledged that this Lien Waiver Release is for the benefit of and may be relied upon by the OWNER, the lender, if any, and Surety on any labor and material bonds for the project Signed this day of 20 CONTRACTOR GLH Construction, Inc M Title ATTEST Secretary STATE OF COLORADO ) )ss COUNTY OF LARIMER ) Subscribed and sworn to before me this day of 20_, by Witness my hand and official seal My Commission Expires Notary Public Rev 10/20/07 Section 006SO Page 2 SECTION 00660 CONSENT OF SURETY TO City of Fort Collins Colorado (hereinafter referred to as the "OWNER") CONTRACTOR GLH Construction, Inc PROJECT 6115 Resource Recovery Farm Outlet Pipe CONTRACT DATE October 21, 2008 In accordance with the provisions of the Contract between the OWNER and the CONTRACTOR as indicated above, for on bond (Surety) hereby approves of the Final Payment to the CONTRACTOR, and agrees that Final Payment to the CONTRACTOR shall not relieve the Surety Company of any of its obligations to the OWNER, as set forth in the said Surety Company's Bond IN WITNESS WHEREOF, the Surety Company has hereunto set its hand this day of , (Surety Company) By ATTACH Power of Attorney and Certificate of Authority of Attorney(s)-in-Fact Rev 10/20/07 Section 00650 Page 1 SECTION 00670 Section 00670 Page 1 DR 0172 (12/98) COLORADO DEPARTMENT OF REVENUE DENVER CO 80261 (303) 232 2416 CONTRACTOR APPLICATION FOR EXEMPTION CERTIFICATE Pursuant to Statute Section 39-26 114(1)(a)(XIX) rej SPACE The exemption certificate for which you are applying must I DO NOT WRITE IN be used only for the purpose of purchasing construction andut ding materials a sfor the exempt project described below This exemption does not include or apply to the purchase or rental of equipment supplies and materials which are purchased rented or by consumed the contractor and which do not become part of the structure highway road street or other public works owned and used by the exempt organization Any unauthorized use of the exemption certificate will result in revocation of your exemption certificate and other penalties provided by law A separate certificate is required for each contract Subcontractors will not be Issued Certificates of Exemption by the Department of Revenue It is the responsibility of the prime contractor to issue certificates to each of the subcontractors (See reverse side) FAILURE TO ACCURATELY COMPLETE ALL BOXES WILL CAUSE THE APPLICATION TO BE DENIED Registration/Account No (to be assigned by DOR) E:::::[Ol 89 - 70-750 (999) $0 00 CONTRACTOR INFORMATION Trade name/OBA Owner partner or corporate name Mailing address (City State Zip) Contact Person E Mail address Federal Employers Identification Number Bid amount for your contract Fax Number / Business telephone number P Colorado withholding taz account number EXEMPTION INFORMATION god ies of contract or agreement pages (1) identifying the contracting parties (2) containing signatures of contracting parties must be attached Name of exempt organization (as shown on contract) Exempt organization s number Address of exempt organization (City State Zip) 98 Principal contact at exempt organization Principal contact s telephone number Physical location of project site (give actual address when applicable and Cities and/or County (ies) where project is located) Scheduled Month Day Year Estimated construction start date Month Day Vear completion tlate l declare under penalty of perjury In the second degree that the statements made In this application are true and complete to the best of my knowledge Signature of owner partner or corporate officer Title of corporate officer Date DO NOT WR1TF. RFf C)W Tutc r rnra Section 00670 Page 2 Special Notice Contractors who have completed this application in the past please note the following changes in procedure The Department will no longer issue individual Certificates of exemption to subcontractors Only prime contractors will receive a Contractors Exemption Certificate on exempt projects Upon receipt of the Certificate the prime contractor should make a copy for each subcontractor involved in the project and complete it by filling in the subcontractors name and address and signing it The original Certificate should always be retained by the prime contractor Copies of all Certificates that the prime contractor issued to subcontractors should be kept at the prime contractor s place of business for a minimum of three years and be available for inspection in the event of an audit Once an 89# has been assigned to you please use the next five numbers following it for any applications submitted for future projects This should be your permanent number For instance if you were assigned 89 12345 0001 every application submitted thereafter should contain 89 12345 on the application The succeeding numbers will be issued by the Department of Revenue DO NOT enter what you believe to be the next in sequence as this may delay processing of your application Section 00670 Page 3 CONTRACT DOCUMENTS TABLE OF CONTENTS Section Pages BID INFORMATION 00020 Invitation to Bid 00020 1 000202 00100 Instruction to Bidders 00100 1 001009 00300 Bid Form 00300 1 003003 00400 Supplements to Bid Forms 004001 00410 Bid Bond 00410 1 004102 00420 Statements of Bidders Qualifications 00420 1 004203 00430 Schedule of Major Subcontractors 00430 1 CONTRACT DOCUMENTS 00500 Agreement Forms 005001 00510 Notice of Award 005100 00520 Agreement 00520 1 005206 00530 Notice to Proceed 00530 1 00600 Bonds and Certificates 00600 1 00610 Performance Bond 00610 1 006102 00615 Payment Bond 006151 006152 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 006502 00660 Consent of Surety 00660 1 00670 Application for Exemption Certificate 00670 1 006702 CONDITIONS OF THE CONTRACT 00700 General Conditions 00700 1 0070034 Exhibit GC A GC Al GC A2 00800 Supplementary Conditions 00800 1 008002 00900 Addenda Modifications and Payment 00900 1 00950 Contract Change Order 00950 1 009502 00960 Application for Payment 009601 009604 SPECIFICATIONS DRAWINGS Section 00670 Page 4 SECTION 00700 GENERAL CONDITIONS GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT Thcsc CiDIF,RAL CONDITIONS have been developed by aging the STANDARD GLNM,%L CONDITIONS OF TILE CONSTRUCTION CON] RAC'1prepared by the hogineers Joint Contract ❑ocuments Committoc h'ICIX7 No 191n-8099" Editinn), as a bose_ Changes to that document are shmm Iry wtderiming text that has been added and striking throvigh text that has been deleted_ EJCDC GENERAL CONDITIONS 1910-8 (1990 EDITION) WITH CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) Article or Paragraph Number Sc Title TABLE OF CONTENTS OF GENERAL CONDITIONS paae Article Or Paragraph Number Number.@Title DEFINITIONS .......... ...... ................... .... ..,... ... ,.. 11 Addenda .............................................) 1.2 Agreement .. ... 1.3 Application for Payment let AShcstM _.... _..__.......__1 IS Bid 1.6 Bidding Documents. _... 1 L7 Bidding Requirements_._._..................1 LS Bonds _.___............. _..,. .. to Change Order.,. 1 10 Contract Documents _.. .. I 1.11 Contract Pricc......................................I 1.12 Contract l'imes........_.... _ ..................-I 1.13 CONTRACTOR .... ............. ..........._...1 1.14 defective. 1.15 Drawings.. ..1 1-16 Effective Date of the Agreement_, 1.17 ENGINEER ........ .... ..... ....._.,......,....,..1 1,18 ENGINEER's Consultant, _.. _. .._.I 1.19 Field Order I 120 General Requirements. _ 2 121 Hazardous Waste '- 1.22.9 Laws and Regulations. laws or Regulations. ..... ......................... 1.27.h Legal Holidays_.... _ ^_ 1. i Liens ......................._.._................._... 1.24 Milcsfone 1.25 Notice of Award. _ _. _..__. .._..2 1.26 Notice to Proceed 1,27 OWNER ....__ _.__...._.' 12b Partial Utilization 1.29 PCBs _... _._ ....__........... 2 130 Petroleum,..__..........,_.._...._....._...'- 1.31 Project ................. ...... ...... .................. .� 1.32 a Radioactive Material _. _.. 132b Regular Working Hours,....._,,,,,,,,,,,,,,,' 1 33 Resident project Representative, 1.34 Samples ............ ........._.......... .... ......._� 1.3 Shop Drawings_____... 1.36 Specifications._......... ' 137 Subcontractor.,._ _. �._ 2 1.19 Substantial Completion, ...............' 1.39 SupplementaryConditims. _.2 1.40 Supplier._ �.,.. _. 141 Underground FaeiLities,_ _.......?-3 142 Unit Price Work ..... .... _,.... ,....... .......-3 1.43 Work 144 Work Change Directive ...... ..............3 1.45 Written Amendment .31 Page Number PRELIMINARY MA I'l fiRS .__._.............. ......... 3 Delivery of Bonds- ....... 22 Copies of Documents 2.3 Commencement of Conuact 'Limes! Notice to proceed _.. 3 2.4 Starting the Work _.1 1 3 2 5-2.7 Bet -ore Starting Construction, CONTRACTORS Responvibility to Repon: Preliminary Schediles, Delivery of Certificates of Insurance. _... 3-4 2.8 Reconstruction Conference..............4 29 Initially Acccpmhlc Schcdules .... „_4 CONI RACT DOC LTNIEN'lS: IN'I'F.Nf. AMENDING. REUSE 4 3,1-3,2 Intent 4 33 Reference to Standards and Spcci- Gcalicns of Technical Societies. Reporting and Resolving Dis- crepancies _ 4-9 14 Intent of Ccnain Terms or Adjectives _. _...,...,,__. _.. 3,5 :mending Contract Documents,,-.,,, 5 3.6 Supplementing Contract Documents ......................_........._ 7 Rcuscof Docrmxnts_. 4V.AIL.ABILII'Y OF LANDS, SUBSURFACE AND PHYSICAL CONDITIONS REFERENCE POINTS _.. 5 4.1 Availability of Lands ..'-6 4'_ Subsurface and Physical Conditions....,... _..........................6 422 1 Reports and Drawings G 4.2 2 Limited Reliance by CONTRAC- - 'fOR Authorized: Technical Data...... _.. _ ..... �.......................... 6 4'.3 Notice of Differing Sutxaurfacc or Physical Conditions _ 6 4.'_.4 ENGINFEF.Rs Review_._ 4,25 Possible Contract Docuncros Change __. ..._...__6 4.2.6 Possible Price and Times Adjustments 6-7 43 Physical Conditions --Underground Facildle5.__ ____. 7 43.1 Shown or Indicated ............_.7 4.32 Not Shosvn or Indicated, 7 44 Reference points ...... ..... ........ _-.....� 61CU ra:NERAL CONLN'I'IONS 1910.8(1990 H ITION) w OTY OF FORT COLLINS UOOIRCATIONR IRE V 9199) Article or Paragraph Page \rlicie or Paragraph Page Nunn her &Title Number Number &Title Number 4.5 Asbestos, P('Hs, Petroleum. Hazardous Waste or Radioactive Material 7-9 .................. PONDS AND INSURANCE S 5.1-5_' Performance, Payment and Other Bonds 53 Licensed Sureties and Insurers, Certificates of Insurance ................... H 5.4 COMFRACTOR's Liability Insurance 9 5.5 OWNERS Liability Insurance_,..,,_„ 9 5.6 Property Insurance 5.7 Hoilar and Machinery or Addi- tional Property Insurance It, 5.8 Notice of Cancellation Prousion In 5.9 C'ONTRAOTOR's Reslensihiiny for Deductible Amounts „_ _., _ _ . 10 510 CA her Special insurance,,,,,,,,,, 1n =.II Waiver of Rights,. __._. II 5 12-e 13 Receipt anti Application of Insurance Proceeds .,.,.. 10-11 5.14 Acceptance of Bonds and Insu- once, Option to Replace,,,,,,,,,,,,,,,,,,, 11 5,15 Partial Utilization --Property Insurance .................... .................. I I CONTRACTOR'S RESPONSIBILITIES 6 1-6 _' Supervision and Superintendence 6.3-63 Labor, Materials and Equipment 11-12 6.6 Progress Schedule ..__..__. _... _. 12 6.7 Substitutes and "Or -Equal" Items. CONURACTOR's Expense, Substittue Construction Methods or Procedures, F•NGINHER's Hvaluatiun,,.....,.,,. 12-13 6.8-6. 11 Concerning Subcontractors, Suppliers and others, Waiver of Rights _._13-14 6.12 Patent Fees and Royalties.. _ 14 6.13 Permits 14 6.14 laws and Regulations 6,15 Taus _. ..._ _.. ...... .......... 14-15 6-16 Use of Premises.,_ 15 617 Site Cleanliness„ _ - IS 6.19 Safe Struetwal I.ceding._ 15 6,19 Record Documents___._....._.....,. 15 6"'1 Safery and Pro0.etiton_„1.5-Ili 6.21 Safety Representative 16 622 Hazard Communication Program$ .... , 16 6.3 Emergencies,,,.„_,.._..,.., 16 6.14 . Shop Drawings and Sam pica,,..,. .. ..16 6.25 Submittal Proccedures. CON- TRAC'TOR's Review Prior to Shop Drawing or Sample Submittal._ ............. _... _....... .. 16 6.26 Shop Orawmg s Sample Submit- tals Review by ENGINEER 16-17 627 Responsibility for Variations From Contract Documents,_, 17 6.28 Related Work Performed Prior to ENGINEER's Review and Apprwal of Required Subm itu Is .. .... ...........................17 6 '_n Continuing the Work __.17 630 CONTRACTOR's General Witirantyand Guarantee 17 6.31-633 Indemnification, _., 17-IS 6,34 Survival of Obligations 1 x OTI IER WORK........ 7.1-7.3 Related Work at Site.._. 74 Coordination _.. _... IF OWNER'S RESPONSMILITIES 18 S.I Communications to CON- 'I'RACTOR IN Replacement of E-NGINI+.R Ix X9 ............ Furnish Data andPay Promptly When Due y 3.4 Lands and Easements_, Reports and Tests 8 5 Insurance to 8.6 Change Orders 19 8.7 Inspections, Tests and \pprw•a Is . ................................ 19 g8 Stop or Suspend Work; Terminate CONTRAC'fOR's Services 19 89 Limivations on OWNER'S Responsibilities II) 8-10 Asbestos, PCBs. Petroleur... Hazardws Waste or Radioactive Malarial„ 8,11 Evidenceof Financul _. .19 Arrangements.. .. 19 ENGINHER'S MAI US DURING CONSTRUCTION ...__.. ... 19 9.1 P.B OWN's Representative,,,,,,,,,,,,,,, 19 92 Visits to Site. _. 19 9.3 Project Representative ................. 19-_1 94 Clarifications snJ Interpre- tations 1 9.5 Authorized Variations in 11brk 21 EX11C-GENETt L CONDITIONS 1910-a(1990 EDITION) cal nTV OF FORT COLLINS MODIFICATIONS IRF.V 9.991 Article or Paragraph Page Article or Paragraph Number a` Title Number Number S Title Page Number 9.6 Rejecting Defernve Work 21 11, -139 Uncovering Work at ENGI- 97-9.9 Shop Drawings, Change Orders NF.F-R's Request__,,,,,,,,,,,,,,,_ 27.2s and Payments.,. ... ._......__..''-1 13. 11) OWNER May Stop the Work '_S 9,11) Determinations for Unit Prices._._''-1-12 13.11 Correction or Removal of 9.II-1.212 Decisions on Dispmes; ENG 1- Oelitenve Work Is NEER as Initial Interpreter =2 13,12 Correction Period .._. ]S 9 13 Limitations on ENG[NEER's 13. 13 Acceptance ofDefecnve Work '_R Authority and Responsibilities,.,_22-23 13.14 OW'NT-R May Correct Delecitre Work 25-29 CILANGES IN THE WORK........................................23 IQ OWNLR's Ordered Change ^_3 13 14. P.AYNANTS TO CONTRACTORAND 102 Claim for Adjustment -.... .__.... COMPLETION 29 Ina Work Not Required by Contract 141 Schedule of Values 19 Documents ........... ........... ............_.23 14.2 Application for Progress 104 Change Orders _ 23 Payment _ 'o 100 Notification of Surety _ _ 3 14.3 CONTRACTOR's Warranty of 'Title 29 CHANCE OF CONTRACT PRICE.... __... _. _.. _.=3 14.4-14.7 Review of Applications for II1-11.3 Contract Price -Claim for Progress Payments., ...__. _._29-30 Adjustment; Value of I4.5.14.9 Substantial Completion___ 30 the Work _ _ 23-24 W 10 Partial Utilization, _... _ 30-31 114 Cost of the Work ............ ............ 24-25 14.11 Final Inspection ....... ,... .... _.... ,,,.,11 11,5 Exclusions to Cost of the W'ork_. �._ .._5 14.12 Final Application for Payment 31 11 o COMP RACTOR's Fee .. ...... .......... ......."+' 14.13-14,14 Final Payment and Acceptance,,,,, 31 11.7 Cost Records 2s-'6 14,15 Waiver of Claims 31-32 11 g [ash Allowances 1_6 11.9 Unit Price Work 26 15_ SUSPENSION OF WORK AND TERIONAT ION ........__,.,__, _......_ _. . 3. CHNGK OF CON] RAC'I"TIMES 26 15.1 OWNER May Suspend Work._,. 32 11.1 Claim for Adjustment. _. 16 I5.2-15A OWNER May Term inale,.. ._.. 32 12,2 Time of the Essence.._.... _.26 155 CONTRACTORMay, Stop 12.3 Delays Beyond CONTRACTOR'S Work or Ter minate...,,_ 32-33 Control.._.........., __.... .. X-27 12.4 Delays Beyond OWNHR's mid In. I)ISPUf 1i RESOLUI ION __,,,__,_,,,,, 33 CONTRACTOR's Control_ _ 27 'I"HSIS AND INSPHC3'IONS; CORRECT ION REMOVAL. OR ACCEPTANCF- OF DEF-F'Ci7L7!' WORK .. .., _ 27 13.1 Notice of Defects 27 13.'_ Access to the Work....__.........,._.__., _7 13.3 Tests and Inspections; CONTRACTOR's Cooperation..... _. 27 B 4 OWNER's Responsibilities; Independent Testing Laboratory, 27 135 CONTRACTOR's Responsibilities ......._.. _.'7 13.6-13,7 Covering Work Prior to Inspec- tion, 'resting or Approval _ 27 IT MISCELLANEOUS. ............... ........ 33 17.1 (living Notice._._. .._ _. _. 33 17 Computation of'flm es„ .................. 33 173 Notice of Claim _ _ _ _ 33 17.4 Cumulative Remedies _ .. 33 ITS Professional Fern and Court Costs included __................ 33 1Z6 Applicable State Laws,_. __._. 33-34 Intentionally left blank,,. _._ _.. _.__. ._. .. 35 FIHIHI I Gr A. (Optimal) Dispute Resolution Agreement ... _,.... ,.. _. GC_AI 161-166 Arbitration.............................GC-Al 16.7 Mediation__. GC -AI EKW4 NERAL COMMONS 1910-811990 EDITION, w (ITY (T FORT COLLINS MODIFICATIONS IREV 9,991 INDEX TO GENERAL CONDITIONS City of Pon Collins modifications to the General Conditions of the Construction Contract are not shrnvn in this index Article or Paragraph Number Acceptance of -- Bonds and Insurance 5 14 drfective Wort. _. �, 1041. 13.5. 13.13 final payment... ... _.. __..._ _. _. 9.1- 14.15 insurance S 14 other Work by CONTRACTOR _ 73 Substitutes and "Or -Equal" hems,,, ,,,,,b.7.1 Work by OWNL•R..._, .. _.....'..i. 6.30, 6.34 Access to the -- Lands, OWNER and CONTRACTOR responsibilities , site, related Work 2 W'ork........ _................................. 13. 2. 13.14, 14.9 Acts or Omissions--,. Acts and Om issions- CONTRAC"FOR 6.9. I. 9, 13,3 EN61NI3ER,. _ _._. __. _ _6. 211, 9. 13.3 OWNER U.�u, 8.9 _ Addenda--detmnaon of (also sae definition of Specifications). (1.6, 1, 10. 6. 19i. 1.1 Additional Properiv Insurances. _ 5 7 Adjustments_ _ ..... Contract prier or Contract Times „1, 5, 3. ..... 1, 4,1, 4.3.2, 4.5, 2. _._ 4.5.3, 94, 9,51 10.2-1o4- ............._......._............_,..Ih U. 148, 15.1 progress schedule 6.6 Agreement - definition of I_. _ "All -Risk" Insurance, policy form _. .. 5,6.2 Allowmices. Cash, _._ _.. 11.S Amending Contract Documents __. _. �_3.5 iVnrndment. Written - in general,, ... ... --J l rC I A5, 3.5, 5.I0, 5.12 6 6 6-8 '_, 6. 19, 10. 1. 10.4. 11.2 121 13121 4 '+ .................................... .. _....1 Z_ Appeal. OWNER or CONTRACTOR intent to .... .......... ..._._.... 9. in, 9.11. 10A. I6.2, 16,.5 Application for payment- definitionof_ 13 F.NGINEER's Rcstwnsibihty - 99 final Payment ... ........ 9.13.4. 9.13.5, 14. 12-14.15 in general,...... _. . ... _... _ 2 8, 2 9- i.6A. 9.10 1 i i ProlVess payment._. _. _ 14.1-14.7 reviesv of _. _ _.. 14.4-147 Arbitration ................. _........,,...._...16. .............. . 1.16.6 Asbestos -- claims pursuant thereto._ .............. _.......+ i 2, 4.5,3 CONTRACTOR author] zed to stop Work... 4. 5.2 definition of _ 14 Article or Paragraph Number OWNER responsibility for. __.__. 4.5.1, 8,10 possible price and times change, 4 5,2 Authorized Variations in Work _. 3.6. 6.25, 6.27, 9.5 Availability of Lands _.._. 4.1, 8.4 ANartL Notice of --defined, 125 Before Starting Construction.,,_„ .. 2 5-2 .g ._., . Rid--JeCmitiun of _.. .... 1.5 0L1. 1.10, 1133. __.. 42.6.4, 613, 114.3, 119, 11 Bidding Documents --definition of ......................................... . .....,..1 6 (68.2) Bidding Acquirements-defin]tim of _. 1.7 N 11 4.2, 6. 21 Bonds -- acceptance Of _... _. _ ........,. i 14 additional bonds. .__._.._ „IO. i, 11.4.5.9 Cost of the Work. _. - ILS.4 definition of. _.. _ _ 1.8 delivery of. ... ' I. 5 I final Application for Payment 14.12-14. 14 general .._.... .........._.__......_. 10. i.1-5.3. i. 13. ..................... _,................ 9A3, 10. i, 147.6 Performance, Payment and Other..,, 5.1-5.2 Bonds and Insurance --in general 5 HwldcYs risk "all-risk" policy form, .....S.fi.� Cancellation Provisions, Insurance., $q.l1, 5,9, 5.15 Cash Allowances 11 8 Certificate of Substantial Completion _ _ . 1.38. 6.30.23, __.... 14 S, 14 10 Certificates of Inspection 9,13.4, 13.5. 14. 12 Certi ficates of fnsurance.... .... .,.'. 7, 5.3. 54I1. 5A 11 I ... ... ...... .._...... 5.6.5, i.8, 5. 14, 9,13.4. 14, 12 Change in Contract Price -- Cash Allowances ...._...._....,......_ .................... l l F claim for price adjustment ............. 1. 1, 4.2.6, 4.5, 5.15, 6.ft.2, 9A ........ _.... 9.5. 9. I L 10.2- In 57 11. 2, 13.9, 1..13.13. 13, 14. 14. 7. 15.1. I S.i C:ONTRACfOR's fee 1 l.E. Cost of the Work general ...... ..... ............_.....__.......__, 1I4-11.7 Exclusions to._.. _ _. _. _. 11.5 Cost Records_. _. 11.7 in general,,,,,,,,,,,,, 1.19, 149 11, 1(14-2, W 4.3, 11 Lump Sum Pricng....... _ _.. _... _.. _.. 11, 3.2 Notification of Surety............. .._.... .. -i Scope of,-....-_.. _. _ __.._ .......... .,..IA 10.3-10.4 'fisting and Inslwction, Uncovering the Work_ 139 EA11C OENFKt CONDITIOh519104 II' Mi FAN"ONI wr nTY OF FORT COLLINS MODIFICATIONS (REV 91991 Unit Price Work 11.9 ........................................... Article or Paragraph Number Value of Work 113 Change in Contract Times - Claim for timesadlustmant 4.1.4.26.4.5.5.15- _ 6.5.2, 14, 9.5, 9. 11, 10.2, 10.5, 12, 1. _..... 13.9, 13. 13, 13,14, 14.T 15.1, I S 5 Contractual time limit' 12.2 ,,,,........_._.._.... Delays beyond CONTRACTOR's control........................... ............................12 3 Delays beyond OWNE•R's and CONTRACTOR's control_.. _._........ ... ....... 124 Nnfif ication of surety, tu.5 Scope of change ..... ...... ........... ............. ..._10.3-10A Change Orders - Acceptance ofDe(ectweWork,.._ _. I3.13 Amending Contract Oncumenty_ ,3i Cash Allowances ......... ............. _. 11.5 Change of Contract Price,.... _... _......... _., I 1 Change of Contract Times. .. _ 12 Changes in the Work __.._ _.. _._. 10 CONTRACTOR's fee ......................_,... ....... .....11 6 Cost of the Work_ _._. ....... 11 4-11.7 CrM Records-..._ ............._.. ......... L7 definition of _.. _ 19 emergencies, ..... .............._............................. 0,13 ENGINEER's responsibility_9k. 10.4. II2. L2.1 execution of._.. _.. _............. 104 Indemnifiction 0,12, 6. 16, 631-633 Insurance, Bonds and. _ _._5. 10. 5. 13, 1(15 OWNER may term more ........ 15,2-I54 OWNER's Responsibility„_......,. 8,6, IOA Physical Conditions- Subsurface and .... ............ ...._................. .....4.- Underground Facilities-- -._._ 4.3.'_ Record Documents ..... ........................ .............. !i. 19 Scope of Change, ,_. 111.3-104 Substitutes ............................................. 6.7.3, 6.6.2 Unit Price Work.. _. ... 11 1) value of Work, covered M.... 11.3 Changes in the Work,. _. 10 Nolificstion of surety,,... _,.. _......... _...,...... _....165 OW'NLR's and CONTRACTOR's responsibilities._... _ _..._ . ,. 10.4 Right W an adjustment _...._ _ 102 Scope of change.._._ .. ... ..... ..... ...... ...... __. 10 3-11) 4 Claims -- against CONTRACT'OR.......... ..... ..._.., ......... ,..,6 16 against ENGINEER _. -. _. _... 63, against OWNER ............................_.......... _.....6 32 Change of Contract Price., _. _ 9 4, 11 '_ Change of Contract Times,._ _._.._. _.,. _9.4, 12.1 CONfRACTOR's 4. 7.1. 9.4, 9,5, 9.11- 10?. -__... 11,2, IL9, 12.1. 13.9. 14.8, I5. 1- 15.5, 17.3 CONTRACTOR's Fee J1.6 Amcic or Paragraph Number CONTRACIOR'Sliabthty_. __. 1.4. 6. la 616, 6.31 Cost of the Work I1'4' 11.5 Decisions on Disputes..__ ... ......... .9,11. 9.12 Dispute Resolution _. _.. ._. 16.1 Dispute Resolution Agreement 16.1-16.6 ENGINEER as initial interpretor,,,.,,.. ... 9_11 Lump Sum Pricing ............. _._. I1.32 Noticeof ..... ............................................. 17.3 OWNGR's_9.4. 95. 9, 11. 101112. 119 .-.........__,._..._I'_ 1, 13.9, 13.13, 13.14, 17.1 OWNER's liahtlit}' _._ ._...-... _...._.5-5 OWNER may refuse to make Payment ..... ,........... J4.7 Professional Fees and Court Costs Included 1 T. request for formal decision on ,,,,,,,_",_9.11 Substitute Items _. 6. 7. 1.2 Time Extension ._.. _._. .................. _... .. 12.1 Time requirements _. _.. ,...9.1 I. 12.1 Unit Price Work _....... 1193 Value of 1 t.3 Waiver of -on Fetal Payment _ .__.. 14.14. 14. 15 Work Change Directive......___ .. ........ ..... ... .... ...1(1.' written notice required. _. 9 it, 11 2. 12.1 Clarifications and Interpretation;,..... 31, 3. 9A. 9.11 Clean Site 6 17 Cudes of Technical Society. Organization or Assncia iw 3 33 Commencement of Contract Times..... _. _. 2.3 Communications -- general ._ __. - .... _._.,....... ... ___6.2, 6.9i 8.1 Hazard Communication Programs _._.._ 622 Completion - Final Application for Payment __. _. _ 14.12 Final Inspection._ ............................_... _........14. 11 Final Payment and Acceptance 14. 13-14. 14 Partial UtilizaticiR.......................................... 14.111 Substantial Completion _ _ _.1,38, 14,8-14.9 Waiver of Claims_ _.._. 14.Is Computstionof Times ,,17.'_. 1-171'_ Concerning Subcontractors, Suppliers and Others..,_.. _. _...__.. _. _._. _.. . 6.94511 Conferences-- inaialh, acceptable schedule preconstruchon ........................... _............,..... _...'--S Conflict, Error. Ambiguity, Discrepancy - CON MAC'MR to Report .......... ........ ........-.5..3, 3.2 ('anstruction. before starting by CON] RACTOR_........._....................._...... _'-.5-'. 7 c mstruction PUelonery, Equipment, etc„. _, 6A Continuing the Work.. _. _.. _..... _. . _...._.... ti._'9, 10.4 Contract Documents - Amending.__ _.. _... .I= Bonds 5.1 Eicw OENEkAi, cmvi rioNs 191a411i'/90 ELNTION) iia CITY CF FORT COU INS h1017)IFlCATIONS IRF V 91") Cash Allowances :\rticle or Paragraph Number Change of Contract Price - 11 Change of Contract limes -, 12 Changes in the Work. _ _ 104-I11_5 check and verify.. 5 Clarifications and Interpretations..,.... __.... .,_.... 3.-, 3.6. 9A. 9. 11 definition oC.._.. ._....1.10 ENGINEER as initial interpreter of,_ ... _.,Q 11 ENGLv-EERes OW:VER'srepresentative _ _...... 9.1 genera 13 Insurance _. .._ _ . 53 Intent ._....... .......... .... .. ..3.1-3A minor variationsinth the Work 3.6 OWNER's responsibility it)fumish data OWNER's responsibility to make _ _S.3 prompt payment... _.. _. .__. .._.,6.3. 14.4. 14.13 precedence .., _..... ,..3. 1. 3A3 Record Documents 6 19 Reference to Standards :and Speci6cahons of Technical Societies .. .,,. _......... 3 3 Relined Work ......... ...___...,.7.' Reporting and Resolving Discrepancies, ... 25, 3.3 Reuse of _.. _ 3.7 Supplementing,._ .......... ...... _.....36 Perm ina[ion nt ENGINF:PH's Emplo}m rn[ S 2 Lnit Price Work,_I19 _. .__.. van.h.tv, 36 6'9 627 Visits to Site, ENGIN'L•ER's 92 Contract Price — adjustment of _..__...3s, 4, 1, 9-4. 163, 11.2_-11.3 Change of 11 Decision on l haputcs,... definition of Contract Fires — adjustment of. _. _. _.. _ 3S, 4.1, 1)4, Io 3, 12 Change of 12,1-12 4 Commencement of , _. definition of . _. _. 1.12 CONTHACTUH-- Acceptanceoflnsumancc.___.. _..... ._62, 514 Communicationx_. 6.92 Continue Work 629, Ill A coot dination and scheduling 6.9-1 definition of 1.13 ............. Limited Reliance on 7echnin1 Data .Authorized .......................... ... "2 Slav atop Work or'I'ermmate .... 15.5 provide site access to others„... ,_ 2, 132 Safety and Protection 4. 3. 1'_. 6. .._ 16. 6_ IS, 621-6.23, 7.2, 13,2 Shop Drawing and Sample Review prim to Submittal...... 6.25 Stop Work requirements CONTRACTOR'S Article or Paragraph Numher C:ompensation,.,. ., 11.1.11.2 Continuing Ohhgatmq _ Id. 15 Defeenve Work 9,6. 13. 10-13.14 Dutyto con'eet defective \York_..__ ._._. 1311 Duly to Report. - Changes in the Work caused by Emergency... ............. _ _ (,23 Defects in Work of Others_..._..._._._ 73 Diluting conditions.,, _... ..._..... ......_.... --;23 I ilscrepancy in hocuments 25, 3.3'_. ... 6142 Underground! Facilities not indicatetj_..,.,,.,..1.3,2 Emergencies_ _ 6.23 Equipment and D9achmeryRental- Cost of the Work ......................._.. 11 45.3 Fee --Cost Phu,,. 11.4.56. 11.5. 1, Ito General Warranty and Guarantee 6311 I lizard Comm unication Program s 621 Indemnification _ 6 12.6 16, 6.31-6 33 Inspection of the Work ........ .................__. 73. 13.4 Labor, Materials and Equipment. _.. 63b i I,atvs and Regulations, Crmtplance by, .. 6.14.1 Liability Insurance 5.4 Notice of Intent to Appeal .............. ...„.,_.,,9. In. I114 obligation it, pertorm and complete the Work -, - Patent Fees and Rnyalnes, paid for by „6,30 6 1, Performance and Other Bonds._ 5.1 Permits, obtained and paid for b_v 1,13 Progress Schedule .......... ... .....,,...... 2.6, 2,5, 2.9, 6.6, _. _ I I t.29. 10.4, 15.'.1 Request for fomal decis anon disputes 91, Responsibilities — Changes in the 1Vork................................... 10 1 Concerning Subcontractors, Suppliers and Others.„.,„. Continuing the Work . 629, 104 CONTRACTOR's expense 6.7.1 C'ONrf RACTOR's (3emral Warranty and Guarantee__.... .. _.. . 0,30 CONTRACTOR's review prior to Shop _._. Drawing or Sample submittal. 6," 5 Coordination of Work_. ... .... _.. _ ti 9.2 Emergencies._... .............._ 6._'3 ENGINEER!s evaluation, Suk,,ruttes or "Or -Equal" Items ..................... ........ 6. 7.3 For Acts and Oninssiots of Others ...._...,......_69. 1-,9.2, 9. 1.3 for deductible amownts.insmance ....... 59 general.......,.... ._..... 6, 7?, 7. 7.3, 89 Hazardous Communication Programs 6.22 Indemnification 6.31-6. i3 E ICLV (ENE 41. CONDMONN 1'); 14 II'l'la E01.ETON' rr'CtT OF FORT COE LINT MODIFICATIONS(RF.0 9199, Labor. Materials and Equipment ..... Laws and Regulations.,.,._..._ Liability Insurance........................................34 Article or Paragraph Numher Notice of variation from Contract Documents __. 6._7 Patent Fees and Royalties.. _.. _.. _f_ 12 Permits._ ...............__...__,. ._., ... _........,. 6.13 Progress Schedule.... _.___.. ._ 6.6 Record Documents ..................................... G 19 related Work performed prior to ENUINF,F;R's approval of rcquircd sufmtinals saR s[ructwal loading .............. ._......... ,..... 6.19 Safety and Protection _ _ 6.20, 7.? 13 2 Safety Representative .... _. 6.21 Scheduling the \fork,, .............. 692 Shop Drawings and Samples __. 6.24 Shop Drawings and Samples Review by ENGLVEER _. __. 626 Site Cleanliness _.... _.... 6 17 Submittal Procedures_.„............._...._......._625 Substitute Construction Methods and Prmedures...... ,........................... _ 6, Z^_ Substitutcs and "Or-EcImi" Itcros_ _ ¢.7 1 Superintendeneq................................... _.. _., 6 2 Supervision... 6.1 Survival of Obligations _. .___. _.,._ _... .. 6.34 Taxes. _ __. ___ 615 Tests and Inspections, _. 13.5 '1 a Report... _....... -1.5 List of Premiss..__. .,....__ 616.6. 18. 6.30.2.4 Review Prior m Shop Drawing or Sample Sulxnittal........... _............ ........ ........ 6._ Right to adjustment for changes in the Wort:. 10.2 right to claim,,,,,.,...., a. 7.1, 94, 9 5, 9.1 I. 10.2, 11 2, 11.9, 121. 13.9. 14 R_ 15 1, 155, 17.1 Safety, and Protection,,,,,,,,,,,,,,,,,, 6,2n-6,11-, 72, 13.'_ Safety Representative _...1 621 Shop Drawings and Samples Submittals 6.24-6.28 Special Consultants ....,..__ .. ........... 11 4.4 Substitute Construction, Methods and Procedural r.7 Substitutes and "Or -Equal" Items, Expense.. ._.._..._ __.. 6.7. L 6.7 ^_ Subcontractors. Suppliers and Others. 6.8-6 11 Supervision and Superintendence _61, 6.1 6.21 Taxes, Nyrromb¢__. _..: 6.15 Use of premises .,....... ....... ........................ 6 16-6. 18 Wananties, and guarantees 6.5-. 6.30 Wartany of Titic..... _....... .......... ,......... ........ ... . 14 3 Written Noise Required -- CONTRACTOR stup Work or terminate_. _ 1i.5 Reports of Differing Subsurface and Physical Conditions.. _.. .. 4 2.3 Substantial Completion hit 14 R CONTRACTORS -other ............... _...... _........... _..,..... 7 Contractual Liability Insurance, _.._... _. _..54. 10 Contractual] Time Limitq,,....._..................._....... ...112 Article or Paragraph Num her Conrdinanon-- CONfRACTOR'sresponsibility _. _ 69.2 Copies of Documents _._ _. .. '-'- Correction Period ._.....,_... ........__... . .._13.12 Correction, Removal or Acceptance ofDgPchve Work- in general, _. 104.1, 1310-13.14 Acceptance of Defecnce Work_,,,., .. _13 _.......13 13 CoTricuon nr Removal of Defective Work ...._.......... ........... ...... 6.311 13.11 Correction Period 13.1' OWNER May Correct Defective Walk �.. 13,14 OWNER Nlay Stop Work, ,,. ...__._. 13.10 Coal -- of Tests and Inspections....... _.... _.... _. ..... _.13.4 Records 11, 7 Cost of the Wak-- Rcmds and insurance, additional.,,,,....-,......] 14. i o Cash Discounts _ _.__. ._._11,42 C:ON'FRACTOR's Fee ..... .... ..... ........... ....... ...... 1 16 Employee Bspenses 11.41 1 Exclusions lO........._.__........................_..........11 UeneralI1 4-11 1 Hwne office and overhead expenses ,,..__. I I.5 Lem'es and damages _ _. _ 114 56 Materials and equipment _ 11.4.2 -linor expenses „_.._ __.. ....__. 114.5.8 PavToll costs on changes, ___. _.. 11.4.1 performed by Subcontractors _._.._.._ _I,1A.3 Records 11.7 Rentals ofconstruction equipment and machinery' .......................... _........,. 114 1 3 Royalty pa5Tnents, permits and license fees ................... ,................ .,.... . 11.4.55 Site office and temporary facilities _ „11.4.5.2 Special Consultants, CONTRACTOR:s, 11.4.4 Supplemental ..,,.....,.._. ....__._ __...11 4.5 Taxes related to the Wort:, ..... ._. _. _. _._,. _.11.4. 5.4 Tests and Inspection ... ,... .. _........... _... _.... 13.4 Track Discounts ___.. ._ I14_2 Utilities, fuel and sanitary facilities 11.4 5.7 Work after regular hours-, .............._......... 11. 4.1 Covering Work. _..._._ ._,..____,6-13.7 ,13 Cumulative RemediCs........ ..... .... .... ...... ..... .,,. 17.4-17..1 Cutting, fitting and patching, T2 Data, to be furnished by OWNER_. _.. _... _............. _j.3 Day -definition of. _ _172' Decisions on Disputes �. �. _...9 l 1, 9.12 defective-clefinition of _. 1.14 defecitiv Work - Acceptance of _ 104.1. 13.13 F1CD0U NFIRA. NDLLtfrioN519ol4a ital FDI'I'ION) ud 11Tv OF FONT COLLINS MODIFICATIONS 0U V'U991 SECTION 00020 INVITATION TO BID Rev 10/20/07 Section 00020 Page 2 Correction or Removal of,,,,10.4. 1, 13. 11 Correction Period,....._.-._......__, 13.12 in general ................. ..... ... .... ...........13, 14.7, 14.11 Article or Paragraph Number Ohr, rvation by SNGINFER_ _ _. 92 OWNER May Stop Work _.- lily - Prompt Notice of Detects 13.1 Rejecting....._ _ .. .. ._...._._,........_.. _. 9.6 Citrons gthe lY«k. ....... .......... Definitions ..................................... _.__....13.9 Delays .,.... ,29, 1 _... _.-..__ 4.1. G.39, ......... ..... 12.3-12.4 Deliveryof Bonds _.............._......,...... Iklivcp� of artificacesa[ct of msurancc .......,......-1 27 Ikterminations for Unit Prices,__ .. .. .. 911) Differmg Subsurface or Physical Comdltions-- ........... \otice of 4,23 HNGINEER's Review- 424 Possible Contract Documents Change 4.25 Possible Price and Times Adjustments, g.2 6 Disc repancies-Reporti ng and Resolving..... _ _ _ a 3 3_2. 6 14.2 Dispute Resolution -- Agreement,___._...... _. ._ _ 16.1-16.6 A rhitration _. _.... ............... ) (i.1-16.5 gcnerali6 Mediation ................................................. Dispute Resolution Agreement_., Disputes, Decisions by ENGMER _ ,16.1-16,6 Documents -- Copies of - Record 6,19 Reuse of„_... _......... 3.7 Drawings --definition of _., j 15 Eawmcnrs 4 1 Effective.. date of Agreement--defmition of _...Effective l.lo Hat ergencies ................. .... ...................................... Cy23 HNGI NHHR-- as initial interpreter on disputes,,,__..,,,,,., 9.11-9. 12 definition of _ 1 17 Limitations on authority and responsibilities _ 9,13 Replacement of, g 2 Resident Project Representative 93 LTG[NEER's Consultant -- definition of, .... ......I is . L•NGPIEER's-- .. authority and responsibility, I un itatians on_..... 9.13 Authorized Variations in the Work a 5 Change Orders, responsibility &v...,...97, I0, 11, 12 Clarifications and Interpretations ..... ..........9. 6.3, 9.4 Decisians on Disputes � q, 11_9 12 (defective Week, notice of. . _.- Hraluahrm oC Substitute Items ..........13.1 b. 7,3 Liability.._._........._. ....... ... _�. ..,_. 6.32, 9.12 Notce Work is Acceptable_ 14.13 Observations _ 630.2, 9.2 OWNER's Representative .................................... o . I Payments to the CONTRACTOR Responsibility for ....„,........... _.._............. 99, 14 Recommendation of Payment.._. 144. I4. 1.3 Article or Paragraph Number Responsibilities --Limitations on _.... 9, 11-9 13 RtvieW of Reports on Differing Subsul face and Physical Conditions.....,__....,, . 42.4 Shop Drawings and Samples, review responsibility ..... ..... ............ ............... ......... 6.2ti Status During Construction -- authorized variations in the Wrxk._, Clarifications and Interpretations94 Decisions on Disputes_ ............... 9.11-9 12 Dele minations on fine Price 9,10 ENGINEER as Initial Interpreter. 9. 11-9.12 HNGINERR's Resporisibilities 9 I -912 Limitations on ENGINEER's Authority and Responsibilitieg.............. ...... 13 OWNER'S Representative„_.. 9.1 Project Representative _ 9.3 Rejecting Defective Work ,..... .......................Q <3 Shop Drawings, Change Orders and Paymenu...................................9, 7-9 9 Visits to Site 9 1 Unit Price determinations o,1O Visits to Site 02 W'ritlen consent regmred .. 7 2, 9.1 Equipment, Lahr- Mntei-mis and 63-6, Equipment rental. Cast of the Work _ 11 4,5.3 Equivalent Materials and Equipment _ 67 error or omissions 633 Evidence of Financial .Arrangements 5.11 Explorations of physical conditions ... Fee, CONTRACTOR's--Costs Plus._____...... ,9.2.1 I I.ti Field Order-- - -- - definition of L 19 issued by ENGINEER .......... 3.6. 1. 9.i ...... Final Application for Payment ,. _,.._. 14.12 Final Inspection. _.. _ 14,11 Final Pawneol- and Acceptance.......,.... _.... .........._. 14.13-14,14 Prior to. for cash allrnnnces 11.5 General Provisions,._. 173-17.4 General Requirements_ definition of ......................................... . 1 20 principal references to .__._._'_. (. 6.4, 6 6-6.7, 6.24 Giving Notice ......................................_...._,. 17.1 Guarantee of Work--M CON'I'RAC'IOR _ ...... 6391. 14. 12 Hazard ('ammunication Programs .... ..............___....G -, Hazardous Waste._ definition of,,.. .._ .. _.. _. _... general .__1.21 45 OWNLRs responsibility for _ S. 10 E1CIV CENFRAL COND1TIOhi191a•81199n Ef nOU1 W MTY OF FORT C01 UNS MODIFICATIONS IRF.V 9e997 Indemnification .............................6: L'_, 6-16, 6.31-633 Quit tally Acceptable Schedules _._._ __ __. _....'_.9 Inspectian- Certificatesof,_.. _. -9.134. 135, 1411 Final ............. 1. _...... _ _.14 11 Article or Paragraph Number Special, required byENGTNEER.. _... . _. 96 Tests and Approval_ ...,....._.,..._....._ 5,7. 13.3-13.4 Insurance- Accepmnce ol', by OWNER....... _..... _....... ...... . 14 Additional. required by changes in the Work,,,,... _.........._.........11,45.9 Before starting the lUnrk__. ., _. ._.''.7 Bonds and --in general .................... _. 5 Cancellation provisions 5.S Certificates of 1 2.7. 5 5.1 5.4.11. . ..... 5A.13. ...,56.s iR, 5. 14, 9. 13.4. 1417 . ............ completed operations .,,....... ...._. _..SA.i? CONTRAC'TORs Liability__ ................ ... ._._5A CONTRACTOR's objection to coverage,. 5.14 Contractual Liability..... _. s 4 1O deductible amounts, CONTRA(7OR', responsibility. ... _. _... _.... _. ._. 5?9 Final Application fta Payment _.......... ...........14. 12 Licensed Insurers _. 53 Notice requirements, material changes,,,,,,,.S.M. 10 5 Option to Replace _._... _. 5.14 other special insurances .............. ... 5,11) OWNER as fiduciary for insureds,.... _ 5, 1'_-5. 13 OWNER's Liability �.. __ 5.5 OW'NEW's Responsibility _ __. R.S Partial Utilization, Property Insurance, ..5.15 Property_.. I 1 . 5.65.10 Receipt and Application of Insurance proceeds_._._. __. __ -.. 2.12-5.13 Special 1 nsurance..................._.... .................. ... 5.10 Waiver of Rights _,.._. _ _. _. .. 5.11 Intent of Contract Domtmemz................................3 1-3A Interpretations and Clarifications _ _.. 3 63, 9.4 Investigations of physical conditions. 4.2 Lalw. Materiels and Equipment„_ ..... _,61-6.5 Lands-- acid Easements Availability of,.. _. _ ,... _.. 4. 1, S4 Reports and Tests._. Ares and Regulations -Laws or Regulations -- Bonds .......... ....._..._ _.. _.5.1-5.2 Changes in the Work ....... .......... ...... ,............. 1 VIA Contract Documenns 3.1 CONSRACrrOWs Rnponsitilitics _.__,.. _, _...._6. 14 Correctim Penoi, de%e/irre Work ....._..,... 13. 12 Cost of the Work lases. _. _ _.... _.... _.... _. _ . 11.4.5.4 definition of umera16.14 Tndemnitication 6 31-6.33 Insurance..... _......... _....................... _................ ?3 Precedence... _... .... .,. .___.I L 3.13 Reference tn....... ... ............_'..............._.......,;�.3.1 Safety and protection 6.20, 13.2 Subcontractors, Suppliers and Others. „......... 6.9-611 Article or Paragraph Number Testsand Inspections _,..__._.. __. 13.5 Usc orpremises_................ _.., __......,....... 6.16 Visits to Site _ _..9-2 Liability Insurance-- CONTRACTOR's_...__ _ _.. _....... 5.4 OWNER's............._........................... ..... ....... ....?,5 Licensed Sureties and Insurers, Llcns-- Application for progress payment 14.'_ -143 CONTRACfOR's Warranty of Title _.. _. Final Application for Payment, _,__„ ., ,,...... 14. 12 definition of ,.. ..... __._._ i.23 Waiver niClxuns __-,,... ITIU Limitations on ENGM-ER's authority and responsibilities _. _.. _... 9.13 Limited Reliance by CONTRACTOR Authorized ___. _._4.22 Maintenance and Operating Manuals - Final Application for Payment _ _. 14. 12 Manuals (,of others) -- Precedence __ _. _, 3.33.1 Reference to in Contract Documents. �. �.......... _. 3.3.1 Materials and equipment - furnished by CONTRACTOR _.. 6.3 not incorporated in Work _ 14.2 Materials or equipment -equivalent, __ ........ .._,.,EJ Mediation (Optional) Milestones--definwon of .............. ............ ,......... ..1,24 Miscellaneous -- Computation of- Times .............. _,.... ,.... , I ....... ,.... 17.2 Cumulative Remedies_.. _.. .._. _.. __ 174 Hiving Notice ..................................... ...... _.....,17.1 Notice of Claim .._._ I73 Professional Fees and Court Costs Included... 17.5 Multi -prime contracts ... _. _..� Not ShOWn Orlrldicated 4.32 Notice of- Acceptabiligof Project. ......__ ___.1413 Award. definition of __. _........ 1.25 Claim....... ,..... ............._..........................__17.3 Defects.13A Differing Subsurface or Physical Conditions ,..... 41..3 Giving _.. _.. _. __... 1.7T Pests and Inspections,,,,_„ ,,..,.133 Variation Shop Drawing and Samp1K...__...... 0:27 Notice to Proceed - definition of _..... _. _. _.. 1_26 giving of _'3 EJUX7 GENERAL comet notts 191n-a otso EmrIOH) �, CITY OF FORT COLLINS NIODIFICA 11ONS iRYN 9199) Notification to Surely 105 Observations, by ENGEVEER. .,. .. ._ ... (017k 9.2 Occupancy of the Work ................... 5, IS. 6 30.7.4. 14.10 fhnissions or acts by CONTR.ACI OR „ 6,9, 9,13 Open Peril policy form, Insurance C>P[inn to Replace . i.14 Article or Paragraph Number "Or Equal" Items_ Other work 7 Overtime Work —prohibition oil. _..... _. 6.7 _.....,. OWNER -- _._ _.. _ Acceptance ofdefecrive Work _.13,13 appoint an ENO FER.......-...8.2 as fiduciary.... _.._ 5.12-113 Availability of lands, responsibility_„_.._.......,.... a I definition of _ _.._ _ .. 1 27 data. furnish _ _. 8.3 May Correct Defective Work .13. 14 May refuse to make payment..... 14.7 May Stop the: Work _ ...... _ _13.10 ... May Suspend Work, Terminate ._. _ _ g.8, 13. 11), 15 1-15.4 Payment, make prompt,..,, 3, 144, 14.13 performatim of other work...... _... _..._...__ 7.1 permits and licenses, requiramemN .................. G.13 Purchased insurance rcyuirements 5.6-5.1u OW-NER's-- Aceeplance of the Work__. ,'0_7 s Change Orders, obligation to execute _ J.6. 10.4 Communications g 1 Coordination of the Work _ 7.4 _9. Disputm request for deoslon, _. _ 11 Inspections, tests and approvals 8.7, 13.4 Liability Insurance„ Naticc of Defects ,_.....,,,._ 13.1 Representative --During Construction, HN(BNEER's Statue_ ................._................. 9.1 Respnnsibilities-- Asbestos, PCBs, Petroleum, Hazardous Waste or Radioactive Material 8.1u Change Orders &6 Changes in the Work ......._,_..._._.. 1111 communications 8.1 CONTPLNCTOR's responsibilifes. _.., _..... dJ evidence of financial atrangemertu . _... _. _ 3.11 inspections, tests and approvals........_ 8.7 insurance X.5 lands and easements 8.4 pnanpt payment by.. 8.3 replacement of F".N(11NEER _ 8 reports and tests ............................................ 8 4 stop or suspend Work 9 R, 13 1t1, 15 1 terminate CONTRACTOR's services S.S. 15.2 separate representative at sit@._._ _ 9,3 testing, independent._ ...................._................ 134 use ar occupancy Of the Work ......................... 5.13, 6.30.2 4, 14, 10 %Ttttcn consent m approval required ............ ............................. 9. 1. 63, 114 ErM C&NFAAL CONDITIM 19104 1199n Elll't10N1 tv+ my OF PORT COLLINS MCIDIFICAnONS IRPV 9'991 Article or Paragraph Number written notice required. _ 7A, 94, 9.11, ............................... 11 2, 11.9, 147, 154 IN'Bs-- definitionof ..... ...... ... .....,._..._ _........,_1.29 general _. _.. __.. 4.S O VNER's responsibility for... _.. __. .S.IO Partial Utilization— definition o(...... ... .................._...._.__..........,J.28 general 6.30.2.4, 14.10 Property Insurance ....... .......... .._.......................J. 15 Patent Pees and Rovalties._ 6.12 Payment Bonds ........................... __........ _..........' 1-5.2 Payments,Rtcommendation of 144-147, 1411 Payments to CONtRACTOR and Completion - .Application for ProgressPayments _ 14.2 CON-FRACTOR's Warranty of Title _ 14.3 Final Application for Payment_,., 14. 12 Final Inspection... _...... _..... _. _..... _... _....... _. 14.1 l Final Payment and Acceptance,.. ... _._..,14A3-14 14 general ._.. ._. _..._8.3. W Partial Utilization. _.__. ._ _. 14 it) Retainagq................ ... _....... _... ..... _.. _. ..14 Review of Applications for Progress Payments ............................_. 14.4-143 prompt payment _. $.3 Schedule of Values.............................................14 1 Substantial Completion, _.... ,... _. _...... _. _. 14.9-149 Waiverof Claims _...__ .... _..__14. 15 when payments due. 144, 14.13 withholding payment. ,. __.. 14.7 Performance Bonds.... .__... __5. 1.5,2 Permits .__.....,... _._._._ ..__...,._6.13 Petroleum - definition of ............................................ .._..... 1. 30 general ..__._ ___. _.._45 OWNER's responsibility for .,.__. ..__...__�_10 Physical Condit-lon% - Drawings of, in or relating to _. .. -'- 1 2 ENGCNEE•R's review.... 4.24 esistmg structures ......,.. .._ 4.12 general 4.11.2..._. .......,.. ...._.....,.,_ Notice of Differing Subsurface or,' ___ 42.3 Possible Contract Documents Change_ _. 421 Possible Price and Times Adjustments. 4,16 Reports and Drawings ...... ..... .... ... _... _........,..,4 2,1 Subsurface and,........ _... _._._ .............. __.. 4.2 SubsurfaceCaiditions...................................4.1I.I Technical Data. Limited Reliance by CONTrRACTOR Authorized .... 4.2.2 Underground Facilitic, general _..... .... ................__.___..... ., 4.3 Not Shown or Indicaed,......_. 4.3,2 Protection of _._. _. 4.3, 6.20 Article or Paragraph Number Shown or Indicated _. _._. _._ _ 4. 3.1 'technical Oma............................................... 4 2.2 Preconstruction Conference.... _...__. _.___._...__. 29 Preliminary Matters .,,._ _ _,..._. ..... 2 Preliminary Schedules _.. 26 Premises. Use of ._ 6.16-6.I8 Price. Change of Contract _._. _.. Il Price. Contract --definition of ..................._._.._... 1.11 Progress Payment, Applications for, _....._._......__.14,2 Progress Payment.-rciainagc...... ............... ......_..... 14.2 Progress schedule. CONTRACTOR's . ,.. 2.6, 2.3-'_.9. ......................... 66, 6.29, 104, 15,2.1 Project--definitionof Project Representative-- ENGINEER's Status IhrringConstruclion _ 9.3 Project Representative. Resident--defrniliun of _ 1.33 prompt payment by OWN'ER._,.....,_.... _..__......S 3 Property Insurance-- AddWonal __..... ?.7 gencral5.6-5.10 Partial Utilization ._.__. _.5.15, 14. 10' receipt and application of proceeds. 5 12-513 Protection, Safety•and.__._.. _._.. _.. 6.2U-6.21, 132 Puinih list ........... Radioactive Material— defintion of .............................._.................... 1 32 geri OWNER's responsibility fo 5.10 Recommendation of Payment _ _ 14 4. 145- 14 13 Record Documents _ .. 6.19. 14A2 Records, procedures for maintaining, 38 Reference Points ... ...... .... .... ...... .,.. _...., 4.4 Reference to Standards and Specifications of'I cchnical Societies ........ .... ...... ..... ........ _..... . 3.3 Regulations, Laws and (or) _.. ....._...__. _ 6.14 Rejecting Defective Work ................... 98 Related Work— atSite ..._.............................. ......__....._..,.7. 141 Performed prior to Shop Drawings and Samples submittals review„ 6,28 Remedies, Cumulauve, 174, 17.5 Removal or Correction ofl)efecnve Work,,,, 1 1111 rental agreements, OWNER approval required 11.45.3 replacement of ENGLNEER, by OWNER... _._ ____. S' Repotting and Resolving Discrepancies.._.....,.... '.:. 13.16.14.'_ Reports -- and Drawings..._............................................J 2.I and'I ests, OWNER's responsibility.. _.... 8.4 Resident and Project Representative— definition of 1.33 provision for Ex=GENERAL cOAaa1'rIONS 19104 41990 EDITION) a;' OW OF FORT COLLINS NIODIRCATfONS (1 ,V 9N91 Article or Paragraph Number Resident Superintendent, CONTRACTOR'S 6.2 Responsihilitics-- -- CyN'FRACTOR's-m general..__.... _... _. _.. 6 ENGDMZR's-in general _. 9 Limitations on 9,13 OWNLR's-in general,,, ,,,,,,,, _,,, 8 Reuse of Documents 37 Review by CONTRACTOR Shop Prawines and Samples Prior to Submittal,, ,6.25 " Review of Applications for progress payments ...... ......... ............... ....". 14.4-14 7 Right to an adjustment. _ 10,2 Rights of Way _.... 4.1 Royalties, Patent Fees and, ,. „6.12 Safe Structural LoadinK..... .. .. 5AS Safety -- and protection . _ _ 4.3.2, 6.16, 6.18. _... 6 206'_1, 7 2, 132 general.. 6 2o-6 21 Representative, CONTRACTOR'S.___. _. _. _. 6.21 Samples -- definition of _ _ 1,34 general................ _.......... _...................... ....................... Review by CON] 'RAC "CUR _ . _ 625 Review by ENGINEER_ _. _......... �. _. .. _..6.26. 6.27 related Work _.. _ _ 6.25 submittal of _ 624,2 submittal procedures. 4,25 Schedule of progress..__.. ...2.6, 25-29 6.6, .. .__ 629. 10.4, 152.1 Schedule of Shop Drawing and Sample Submittals _ . _...6. 2.8-2 9, 6.24-6.28 Schedule of Values ... ........ ............ ........=.ri, Z x-2 9, 14 1 Schedules - Adherence to -„ .....,. .. 15.2.1 Adjusting _ 66 Change of Contract Times _ 110.4 Initially Acceptable 2.8- 2.9 Prefiminar 2.6 Scope of Changes ,_. „�_ _. 10.3-10A Subsurface Conditions_ _. _. 4.'AA Shop Drawings - and Samples, general.,, .... ...... .. _ . ... ...... 6.24-628 Change Orders Z Applications for Payments, and, ,...... ,....... ........................ 9.7-9.9 definition of'_ 1,35 EN'GINEER's approial oC.... ........ ....... .............62 ENGINIiER's responsibility . for review ,____„ „_. .) 7, 6._4-6 'S related Work .-.... _. _.. _.. 6.25 review procedures_ __..___.. 2.5, 6.24.6.28 Article or Paragraph Number submittal required ............. ................... Submittal Procedures __... ._.,. ... _.._.__ _6-75 use to approve substitutions....._.....,._.... _.. 0.7.3 Shown or Indicated - - - - 43 1 Site Access _ - - 71. 13.2 Site Cleanliness 6 17 Site, Visits to - by LNGINEER ......___ ._ _.9-2.1?2 byabets ..........................................................132 "special causes of loss" policy form - insurance - 62 definition of .............................................. 1 36 5pecifica[ions- . defination of "... 1.36 of Technical Sociefies, reference to 3"3.1 precedence ..,... ____.... .,..__,.__.. 31 Standards and Specifications of Technical Societies. ._. ._........__...._.. 3.3 Starting Construction, Ikfore -28 Starting the Work _. '.4 ' Slop or Suspend %Vork-- by CONTRACTOR by OWNER ..... ..... ................. ...._.... F.B. 13.1u. 15.1 Storaee ofmaterials and equipment 4 1. 7_' Structural Loading, Safety ...................................... 6. In Subcontractor -- Concerning... .. __... 6.X-6.11 definition of 137 delays _12.3 warvei of rights. (1.11 Subcontractors --in general &5-6.11 Subcontracts --required provisions... _ _..5 11, 6.11, I1.4.3 Sulm ittnis- Applications for Payment __.. 142 Maintenance and Operation Manual;„".. , ,. 14. 12 Procedures 6 25 _...._.. Progress Schedules_ _....... Samples .__..._... .... 6.24-62S Schedule of Values 16, 14.1 Schedule of Shop Drawings and Samples Submissions......._.. _... ...,. ..,. _.._. _.'2.6, 2.9-2.9 Shop Drawings. _. ..___.. 624-6. 28 Substantial Completion - certification of _ 6. Y)23, 14.8.1449 definition of .............. J. 38 Substitute Construction Methods a Procedures, _ _ _6, 7.2 Substitutes and "Or Equal" Items,,,,,,,,,,,,". _ _..... 6,7 CONTRACTOR's Expense _. _... 6.7. 1.3 ENGINEER's Evaluation ............................... ,6. 7.3 ' Or -Equal'.,.,. _,.. _... 67.1 I Substitute C'urtsumlion Methods ... _ EICLIC GENERAL OLUXIIT1ONS FICAT O19m EUI'n GN) wi r1TY GF FORT COLLINS T1OOIFICATIONS (REV 9'99i Article or Paragraph Num her or Procedures.. _..-.. _.,.... _..__.._.._. _.-671 Substitute Items ... ................. _.. .. ... O.T 1.2 SuIvairf ce and Physical Conditions -- Drawings of. in or relstiig to _... 4 2.1 ENCINEER's Review_ _ _,. _._. 4.24 general, _,,...,_.... . ................ ......,._.... 4.2 Limited Reliance by CONTRACTOR Authorized...............sur. ^ Notice of Differing Subface or Physical Conditions.....,.-.. ......... _....... _...... _ _ 4 - 3 Physical Conditions _ _ .__ .___, 41- 1 Possible Contract Documents Chang{,,,,,,,,.",,,.. 9.15 Possible Price and Times.Adjustments 9.2.6 Reports and Drawings.._........... _ _ . _ _41.1 Subsurface and.....................................�..,,..._.,,. 4 2 SubsurfaceConditions at the Site,__._,... Technical Data. _..,. _. ._.._422 Supervision-- CONifRACTOR'sresponsibility .......... &I OW'NF,R shall not supervise ... ....... .... ........... ....... 8.9 ENGINEER shall rid supervise, ..I 9.13.2 Superintendence...................................................... 41 Superintendent CONTRACT"OWs resident _ _ _ 6,-1 Supplemental cost-s._................................_.........11 a 5 Supplementary Conditions-- defmition of, _ _. _... _.......... ....... ... _ _ . 1.3`J principal references to_. I tit I-18, 22,' 7. _ 4.2, 4.3, 5.1, 5.3, 5.4, 5.6-5.9. _. _.5.11. G.R.6.13, 7.4, 8. 11.9.3, 9 Iti Supplementina Contract Documents_ _....... .......... . _. 3,6 Supplier -- definition of...,....._ ........................................... 1.40 principal references to .3.7, 6. i, 6, M- 11.6.20- Waiver of Rights.. _. _... _. _.._.. Ell Surety - consent to final payment,_ 14 12. 14414 ENGINEER has no duty to 9,13 Notification of .............__....,Jo. U. II)5, Is qualification -fr... .............. ..... _.... S.I-5,3 Survival of Obligations. __ 6,34 Suspend Work. OWNER Mav 13. 10, 15. 1 Suspension of Work and Termination -- CON TRACTOR May Stop Work or Term irate.,. __ _....... _.... ._ _. _....15.5 OWNER May Suspend Work ........... ...... ............15.1 OWNER May'Terminate _. I5 2-15A Taxes--Paysrlrnt by CON'\ PAM OR.......... ,........., .... 4 I5 Technical Dam -- Limited Reliance by CONTRACTOR...__ Possible Price and Times Adjustments...... 32.6 Reports of Differing Subsurface and Physical Conditions 413 xiv Temporary construction facilities,,,,, Article a Paragraph Number 'Termination-- byCONTRACTOR ...._.... ..__..._ _............. 15.5 by OWNER 8 S. l i 1-15 4 of ENIGI N'E•ER's employment Suspension of Arork-in general _ _... . Is Terms and Adjectives....... _.... . _.. _....._.,. . _, j.4 Tests and Inspections -- Access to the \York. by others ........................... 131 CONTRACTOR's responsibilities_.. _... _...... 13.5 cost of 13 4 covering Work prior to -136-13.7 Laws and Regulations(or),,,,,........ ...... ............ 135 Notice of Defects _. 13.1 OWNER May Stop Work. 13. 10 O WNER's independent testing._„ _,,.,,,._ _.,, _.... 13.4 special, required by L•NGIN=- -R _._............... 9.6 timely notice required ... .._ .... _.__........ 134 Uncovering the Work, at ENGINEER's request _.._.. 13. R-139 Times -- Adjusting... .. _._ ..6.6 Change of Contract._ .............. ....... ..................... 1^_ Computation of _ IT' Contract Times --definition of._ ...... ................"11 12 day _ _. _.. _. ___.._... 172.2 Milestones.. _.. __... .... __.. 12 Requirements -- appeals. _. ..... _...9. 10, Iti clarifications, claims and disputes., _...., 9,11, 112, 12 Commencement of Contract Tores_.._ __ =_3 Reconstruction Conference.,,...,.,..,__...........=.8 schedules 26, 9,66 Staving the Work ..... .._......... ............. ....._. 14 'I Tile, Warranty of _ .... , ... . _.... ., 143 Lincovering Work .......................................... 13.8-13 9 Underground Facilities. Physical Conditions - definition of _. IAI Not Shown or Indicated_. _. ..... 4. 31 protection of _._. .,..�.,__.. 9.3. 6.211 Shown or Indicated ..._..... _...... .. _......... .4.3.1 Unit Price Work -- claims 11 9 3 -_.._............... definition of ........ ...... l 42 gencrill l 4, 14.1. 14 5 Unit Prices-- general11.3.1 Determination for ...... _..............__,410 tse of Remises _.......___ �....,.__. 6. 16, 6. 18. 6.31 )24 Utility owners ..... 6.13,620, 7. 1-7.3, 132 UtiliuGon, Partial 1.28.5.15. 6.30.2.4. 14.10 Value of the Work _,. 11.3 Values, Schedule of -2.6, 2.9-2.9. 14.1 E3CD7GENERAL COhIDI'rIONS IYIn-91199U EDITION) w/ ITfY OF FORT CDI.I.INS MOIDIFICATIONS IRF.V 91") Variations in Work --Minor Authorized.,.. _...... _.... _........ _. _. G.?5, 6, 27, 9.5 Article or Paragraph Number Visits to Site --by ENGINEER.... _... _..... _... _.... 9 Waiver of Claims --on Final Payment _.. _14.15 Waiver of Rights by insured parties _ _. _....5 1 I, 6.11 Warranty and Guarantee. General --by CONTRACTOR _...,...,... _. 6.3V Warranty of Title. CONTRACTOR'S..._,......._ ., _14.3 Work -- Access to .................................... li_ by Others..... _... _. 7 Changes in the .. .... Continuing the. _..._..... _.lu p_�y CON TRACTOR May Stop Work or Terminate _ _ _..... _._. _._.. ls_5 Coordination of _ _.. 7.4 _...ITA-11.5 Cost of the...., _...... _._.....,. . definition of, 1.43 neglected by CONTRACTOR, _._.....___.._. _.. 13. 14 other Work „_ 7 OWNER May Stop Work _ 13 Io OWNER May Suspend Work ....... ..... __... 1310, I 1 Related, Work at Site ......-_..._. _..._._.._.. 71-7.3 Starting the ............. ...................14 Stopping by CONTRACT OR 15.5 Stopping by OWNF.R ......... ........ ...._.....,... 15.I-15.4 Variation and deviation authorized minor 36 ............ Work Change Directive-- claimspursuanl to _. 102 _..._ definition of _. _. 1.44 principal retefVnces to . _.. _35.3, 10.1-102 Written Amendment-- definilionot __._.. 1,45 principal references to.,,., , 1.10, 3,5, 5 111,15. 12, 662, 6. 8.2, 619. 101, 10.4, ..........._... _..._..."1.1.'_, I2. 1. 13. 12?. 14. 72 Written Clarifications and Interpretations ....... ... ............... ........ 3.6.3, 94, 9.11 Written Notice Required -- by CONTRACTOR 7.1, 9.10-9. 11, byOWNER,.,. 9. lc19. 11, IDA, 11.2, 13.14 vv DOW OENEKL (70NDITIQNS 191n-8 (l'M EDI'"ON, IV CITY OF FORT COLLINS h1ODIFIC,AnoO IRRF' 9199t ( this pale left blank intentionally) T'I F.1CDC CkT'FRAL CONDITIONS 1910-8 I I IM EDITION) n,nT OF FORT COLI.TXSM(d)IFICATIONS IRFV 91") GENERAL CONDITIONS AR I'IC1,E 1--ORFIf91TIONS Wherever used in these (hmmeral Condition or in the other Contact Documents the following terms have the meanings indicated which are applicable to both the singular and plural thereof: 11. Ad&nda--Written or graphic instruments eats issued prior to the opurmrg of }aids which clarity, correct or change the Bidding Requirements or the Contract Documents. 12 4reenteill-The written contract between OWNER and CONTRACTOR covering the Work to be performed other Contract Documents are attached to the Apeemen( and made a pan thereof as provided therein 1.3 APP/rcanon for Payment -The Corm uccepWd by ENGINEER which is to be used by CONTRACTOR in requesting progress or final payments and which is to be accompanied by such supporting documentation as rs required by the Contract Document,. 1.4 A-00sros--Ana material that contains more than one Iwment asbemos and is fiieble or is releosing nsbestas fibers loco the air above curium action levels established by the United Sates Occupalronol Safely and llealth Admimstralmin 1.5. Bid -The offer or pnepowl of the bidder submitted on the Pmscrihed form setting forth the prices inn the Work to be performed. 10 Bidding Doctenenrs-The advertisement or me'll000n to Bid instructions to birders the Hid farm, and the proposed Contract Documents (including all Addenda issued prmr to receipt of Brds). 1,7 Bufdirg Regnrremenis-The advertisement or invitation to Bid instructions to bidders, and the Bid form. 1.8. Bonds -Performance and Payment bonds and other instruments of security. 19 ('Norge (brier -A document recommended by h-NGINF.ER, which is signed by CONTRACTOR and OWNER and authorims on addition, deletion or revision in the Work: or m adjustment in the Contract Price or the Contract Times issued on or after the Effective Date of the Agreement 1_1(' Contmet Documents -The Agreement Addenda (which pertain to the Contract Documents). CONT RA('I'OR's Hid (mcldding decumenaum accompanying the Bid and any post Bid documentation suhntittcd poor to the Notice of .Award) when attached as an "hibit to the Agreement, the Notice to proceed, the Honds. these General Condatomn the supplcmentary Conditions, the Specifications and the Drawings as the F.sod: oExsRnt. covnmonc t v too a van e�sdwu w� CITY OF FORT COLLMS MCCat}7CA'TION5 R6w 47oou same are In= 313c o6cally identified in the Agreement, together with all Wntten Amendments, Change Orders Work Change Dircctivea, Field Orders and ENOINEF:R'.s written interpretations and clarifications issued pursuant to Paragraphs 35. 3.6A and 3.63 rn or after the Effective Date of the Agreement. Shop Dm%v g xabmitmis approved Pursuing to paragraphs 626 and 627 and the reports and drawings refereed to in paragraphs 4.21 and 4. 22 are not Contract Documents I.11. Canl=l Pnca-The moneys payable by OWNER to CONTRACTOR for completion of de WA in aceordanec with the ('Ontract Domments as stated in the Agremuera (subject to the provisions of paragraph 11.9.1 in the case of Llrm Price Work). 1. 12. Conlrw9 Times=fhe numbers of days or the dates smkd "the A metrical(i) to achieve Substamial C'ompktiwn and (ii) to complete the Work so that it is read}' for Lml pa eat as ev (danced by ENGINTESR's written recommendation of fl al payment in accordance with paragraph 14.13, 1.13. Ce)A7R1C7r)R-The person, form a corporation With whom OWNER has entered into the Agreement 1.14. .kje &O-An adjective which when modifying Ole word Work refits to Work that is umunstactory, foully or deficient in that it does not conform to the Contract Do„arments, or does not meet the requirements of army inspection reference standard test or approval referred to in the Contract Documents, or has been damaged prior to ENOC M-ws recommendation of final payment (unless responsibility for the protection thereof has been assumed by OWNER at Substantial Completion in accordance with Paragraph 14.E or 14.1u) I I5 Divuingr-=fhe drawings which show the scope. ,a, ,m and character of the Work to be furnished and Performed by CONTRACTOR and which have been prepared or approved by ENt3E r.ER and are referred to in the Contract Documents Shoo drawing, are not Drawing, as W defined 1.16. Effectrve Dale of the Agreement -The date indicatedinthe Agreement on which it becwnm effective, but if no such date rs Indicated it means the date din which the Agreement is signed and delivered by the last of the two Partin to sign and deliver. 117 ENGINEER=ilia Ile firm or corporation tamed as such in the Agreement. 1.1 R. ENGINEER's ConwdraM-A person, finis nr corporation hawtag a caxttraG witUNG[NEER to ftmmish services as ENGINEER's imiependent professional associate tar Consultant with respect to the Project and who is identified as such in the Supplementary Conditions, 1.19. Fekr Order -A written Order issued by NNGINEER which onlm minor changes in the Work in accordance with pang iph 9,5 but which do. -snot involve a change to the contract Rice or the ('ontmct'1-Imes 120. General Requirements -Sections of Division I of the Specifications, 1,21. 11ac0doua Wawa=1'he tens 1-1=17d10us Wnstc shall have the meaning provided in Section 1004 of the Solid Waste Dispotsal Ara (42 USC Section 6903) as amended from time to time I 21a Laos and Regulator: tons or Regulations -Arty and all applicable laws, rules, regulations. ordumnes, idles and orders of any and all governmental bodies agencies authorities and cowls having jurisdiction. 1 ^^ b Legal tlohdava-shull be those holidays observed by the City of Fart C li I,23. Lie). 4,wns, charges. seetwlty interests w encwnbrances upon real property or personal property. 1 24. ARlesione .A mcipal event specified in the Contract Documents relating to an irtemmedRm completion date or time prior in Substantial Completion of all the Wok. 1 'S. Noire afAward-A written notice by OWNER to the apparent successful bidder stating that upon compliance by the apparent successful bidder with the conditions precedent enumerated therein within the time specified. OWNER will sign and deliver the Agreement. 126. Notice to Proceed -A written notice given by OWNER to CONTRACTOR (with a copy to 6NGLNEER) f cing the date on which the Contract Times will commence to run and oar which CONTRACTOR shall stars to perform CONTRACTOR'S obligations under the Cnntmet Documents. 127. 1)HWER-Phe public hndy or authority, corporation association Bran or person with wham CONTRACTOR has entered uao the Agreement and for whom the Work is to be provided. 128 Paniat Unii.mion-Use by OIAWM of a substantially wmpicwd pan of the Work for the plrrpow for which it is intended (or a related purpose) prior to Substantial Completion of all the Work. 1.29. PCBs-Pulychloritrawd biphenyls. 1 3i1. Pdrralewn-petroleum, including crude oil or any fraction thereof which is liquid at standard conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square inch absolute), such m oil, petroleum, fuel oil. oil sludge, oil refuse, gasoline. kerosene and oil mixed with whet non-HgZardous Wastes and crude ails. 131. Project -The total construction of which the Work to he provided under the Contract Documents may he the whole. or a part as indicated elsewhere in the Contract Documcros. 132.a Radioacmle Adoranal-Source. special nuclear, or byproduct material As defined by the .Atomic Energy Act of F.XDC CIllAAI. CON7NTIO:d4 1910-S(1990F.daan rvid7TYOFFORTCOI.LINSMODIFICAno,istRE a^-aa)) 1054 (42 USC Section 2011 et sN.) as amended from time to time. 1.3'_b. Regular Walking,.liour'.c :Regular working.lrium are defined as 7-Want to 600m carless oherwis specified in the General Requirements 1.31 Resident Pmject Repmsentamw-rhe authnized representative of ENGINEER who may be assigned to the site or env pan thereof 1.34. Samples -Physical csamples of materials, equipment, a workmanshp that are representative of some porum of the Work awl which establish the standards by which such portion of the Work will be judged 1.35, Shop Dtauings-Atl drawings, diagrams. illustrations, schedules and other data or information which are specibcall> prepared or assembled by of by CONTRACTOR anti submitted by CONTRACTOR to illustrate some panion of the Wok. 1.36. Specifications -Those portions of the Contract )xuments consisting of written technical descriptions of materialk equipment. construction systems, standards and workmanship as applied to the Work and certain mhninistrative detailsapplicable therein. 117 Subeonnncta--r1n individual, farm or corpemtion having a direct contract with CONT RAcTok or with any other Subcontractor for the performance of a pan of the 1Vak at the site- 1.38, Substantial Complehon-The Work (a a specified pan thereto) has progressed to the point where- in the opinion of ENGD,= as evidenced by ENiINEEk's defminve certificate of Suhstantial Completion it is sufficiently complete, in accordance with the C.mwaet Ikxuments, so that the Work (or specified pan), can be utilized for the purposes for which it is amended. o if rto such arhfieale is issuedL when the Work is complete and ready for final payment as evidenced by E'NGMER's written recommendation of final payment in accordance with paragraph 14 13. The tennis "substantially complete' and "substantially crnnplewd" as applied to all or pan of the Work refer to Substantial Completion thereof. 139 Sitpplementany con,inarm-The pan of the Contract Documents which men& or supplements these General Conditions. 1 41) SITPlier-A manufacturer, fabricator, stppha: distributor. matuialman or vendor having a direct contract with CONTRACTOR a with any Subcontractor to furnish materials or equipment to be momparred in the Work by CONTRACTOR ur any Subcontractor. 1.41. Uluktgrotmd Facilities -All pipelines. conduits, ducts cables wires, manholes vaults, tanks, tunnels or other such facilities or attachmenm and any' encasements containing such facilities which have been installed underground to furnish any of the following semCS a SECTION 00020 INVITATION TO BID Date September 23, 2008 Sealed Bids will be received by the City of Fort Collins (hereinafter referred to as OWNER), at the office of the Purchasing Division, 3 00 P M , our clock on October 14, 2008, for the Resource Recovery Farm Outlet Pipe, BID NO 6115 If delivered, they are to be delivered to 215 North Mason Street, 2"a 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 Bid 6115 Resource Recovery Farm Outlet Pipe The contract documents provide for installation of 700 linear feet of 24-inch RCP concrete manholes, concrete headwalls with slidegates, a sand cutoff wall, sanitary sewer pipe encasement, and rock riprap 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 A prebad conference and Sob walk with representatives of prospective Bidders will be held at 10 00 a m , on October 2, 2008, at 215 North Mason, 2nd Floor, Training Room, Fort Collins, CO Prospective Bidders are invited to present their questions relative to this Bid proposal at this meeting The Contract Documents and Construction Drawings may be examined online at • www fcgov com/eprocsrement 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 Rev 10/20/07 Section 00020 Page 1 materials. electricity, gases, steam, liquid petroleum products. telephone or other mmmoni •ationn cable television: savage and drainage mmnvnl; traffic or n,tw control systems or water 142 Umr Price iftork—Work in be paid for on the boils of unit prices. 143 goAe The entire completed wlxmaretion or the rarious separately identifiable parts thereof required to be famished order the Cantmm Documens. Work includes and is the result of performing or furnishing labor and furnishing arvd incorporating materials and equipment into the aaWr lehl)m and Performing or (urns amg services and furnishing documents, :dl as required by the Contract Dacumcros. 144 Rank Grange Directive —A written directive to CONTIL\CTOR issued on or Offs the Effective Dam of the. Ireement and signed by O\VNER and recommended by ENGINEER, ordering an addition deletion or revision in the Work, a responding m differing or unf'oresetn physical condition under which the Work is to be parfonnal as provided in paragreph4.2 or 4.3 cv to emergencies under paragraph6_23. A Work Change Directive will not change the Contract Rice or the Contract 'I min. but is evidence that the parties expect that the change directed or documented by a Work Change Detective will be imoporatesi in a subsequently issued Change Order following negotiations by the pmtica ns to its effect. if any, on the Contract Rice or (,ontracr Times as p ovided in paragraph lei: 1 A+ IFYrrren :Inrzndrmnt—A wrinen amt.drnent of the Contract Documents, signed by OWNER rid CON'D'RACI'OR on or after the Effective Dsre of the A_aeemnt acnd normally dealing with the nonengi neering or nontechnical rather than strictly conswction-related aspects of the Contract Documents. .ARTICLE 2—PRELBUNARI' NUTTERS Dehrery afBondr: ?I. when CONTRACTOR delivers the executed Agreements to OWNER. CONTRACTOR shall also deliver to OWNbk such 90lrls as CON1 kACTOk may he required to furnish in accordance with paragraph 5 1. Capin ofDocvments: 22 OWNER shall funsh to CONTRACTOR up to ten copies (unless otherwise .specified in the Supplementary Conditions) of the Contract Documents as we reasonably necessary for the execution of the Work. Additional copies frill he fumisrif upon request, at the aiA orrepruducti(m CSmrnreneement ofContrua Titan: N'Otice to Proceed 23. The Contract I ones will commence 41 run on the thirtieth by after the Effective Date of the Agreemert, or, FJQ OFNF eu. (YJNDMo,,N 191 aA (19 F jai i wICITYOFFORTC,UlI MCUMCAT7ONS,REV4'taael if a Notice to Proceed is given an the day indicated in the Notice to Prccee& A Notice to Rnceed may he given at any time within thirty dnys after de F•ffoctivc Iate of the Agreement —4a -- continence to run laterthinthe sixtieth day after the day �eaf11'e-Omit Starring the N'nrh., ^_A CONTRACTOR shall stain to perform the Work on the date when ilk Contract Times commence to run but no Work shall he done at the site prior to the dam on which the Contradt Times wmmeme to run Before shaarring Cnnsmrcriern: 2 i Detbre undertaking each pan of the Work, CONTRACTOR shall carefully study and compare the Contract Documents and shed and verity pertinent f ions shown thereat and all applicable field mrnsuamtnts CONTRACTOR shall promptly repair in writing to ENGINEER any convict crmr, ambiguity or discrepanry which CONTRACTOR may discovar and shall obtain a written imtrpretation it clariticatimt from ENGINEER hetire prooeeeding with an Work affected thereby; hxvwer, CONTRACTOR shall not he liable to OWNER or ENGINEER for faiture to report any conflict, Or-, ambiguity Of discrepancy in the Contract Doctuncnrs, unless CONM),CTOR knew or reasonably should have known thereof 6 Within ten Jays after the Effective Date or the Agreement (tWess otherwise specified in the Central Requirements), CONTRACTOR shall submit to F;NGIh7iER for review: 261 a preliminary progress schedule indicating the times (numbers of days or dues) far starting and completing the various stages of the Work, including any Milestones specified in the Contract Documents: 262 a preliminaryschedule of Shop Drawing and Sample SubzFIRAMIs which win list each required sabmital and the times far submitting- reviewing and Processing such submittal, 2.6.2.1. In no case will a schedule be accCriable which allows less than 21 calendar days tir each review_by Fn�ineer ,63 iA preliminary schedule of values for all of the Work: which will imctude quantities and prices of items aggtegming the Contract Price and will subdrttde the Work into component pans insufficient detail to serve as the basis fir progress payments during construction. Such prices win include an appropnate amount of overhead and profit applicable Io inch Item of Work ^.7l3tfore any Work at the site is started. CON FRAC'I"OR and 0%'N;ai shall eaeh deliver to the other OWNER, with copies to dentilied in the Supplementary Casnditions EYGPsa certificates of insurance (and other evidetxc of insurance winiih either of them or a" additional um-ed—V reesemmhly-..request rcauestcd by OWNER) which CONTRACfOR is required ui purchase and maintain in accordance with paragraphs 5 ', ` `�--6 and: Preconstructim Gi nfaence. 2.8. Within twenty days after the Contract Times start to run, but before any Work at the site is united a conference attended by CONTRACTOR EIs'(iMER and odors as appropriate will he hold to establish a working understanding among the parties as to the Work and to discuss the whedulm referred to to paragraph 2.6. procedures fur handling Shop Drawings and other submittals processing ApghmU0M1 for Payment and maintaining required records lnitialll-AccephaMe Sehedales: 29 Unless otherwise provided in the Contract Documents. at leasftett days before -submissiorof the first befrc any work at the site beans a mnfereree attended by CONTRACTOR. ENGINEER and others as appropriate designated by OWNER will be held in review for acreptabdiryy to IiNGINENIR as provided Wear the schedules submitted in accordance with paragraph 26. and. thvision.I - Gensraj Requiemems CONTRACTOR shall have an additional bet days to make corrections and adjustments and to complete and rtsnbm it the schedules. No progress payment shall be made to CONTRACTOR until the schedules are submitted to and acceptable to ENGTNEER as provided below The progress schedule will be acceptable to ENGTNMER us providing an orderly progression of the Work to completion within any specified Milestone and the Contract Times, bet such acceptance will neither impose on ENGRNUR responsibility for the sequencing, scheduling nr progress of the Wok nor interfere with or relieve CONTRACTOR front CONTR4CTOR's full responsibility thereRar. CONTRAC'TOR's schedule of Shop Drawing and Sample submissions will be acceptable to ENGINEER as providing a workable arrangement fat reviewing and processing the required submittals CONTR.ACTOR's schedule of values will be acceptable to ENGINEER as to Como and substance. ART'ICI•N:3-.CONTRACT U(X71MN,N'I'S: INTENT' XVIENDINC, RMISE Intent 3.1. The Contract Documents comprise the entire soeement between OWNER and CONTRACTOR concerning the Work. The Conrad Documents are complementary'; what is called for by one a as binding as if called for by all. 'the Contract Documents will he construed in accordance with the law aF the place of the Project 31 It is the mien of the Contract D currents to team aF�ax.v-cotuntnoNs rolo-sttvrosasaawo m; 9tA' {�F FOPT COLUAS MOD61CAT10NS IRk3' Jnam)1 describe a funcuorolly complete Project for part thereof) to he constructed in accordance with the Contract Documents. Am' Work, materials or equipment that may reasonably he interred from the Cottract [)momenta or 6om prevadarg custom or trade usage n 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•kocwn technical us construction industry or trade meaning are used to describe Work, materials or equipment, such words or phrases shall be interpreted in accordance with that meaning. Clarifications and interpretations of the Contract Doeumonts shall be issued by ENGINEER as provided in paragraph 9.4. 3-L Reference to Randards and SryMifications of Technical Societies,' Reporting and Hivn h-ing Dowrepancies: 33.1. Reference to standards, specifiattiom. manuals or oTldCS of arty• Ns}mimf sacicty, organization a association, or to the Laws or Regulaliotts of any governmental authority. whether well reference be specific or by implication shall mean the latest standard specification, manual_ code or Laws or Regulation in elTect at the time of operant of Bids (or. on the E.Ifcctive Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. 33.2. If, during do per&mnance of the Work. CONTRACTOR discovers anv conflict. error. ambiguity ar discrepancy wihin the Contract Documents 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 starvdsrd apecificatiun Manuel or cock a of any instruction of am tiLpplier referred to in paragraph 6 3, CONTRACTOR shall repot it to ENGIlNEER in writing at once, and CONTRACTOR shall not proceed with the Work affected thereby (except in an emergency as authorized by paragraph 6 23) until an amendment or supplement to the Contract Documents has been issued by one of the methods indicated in Fantgraph3.5 or 3.6. provided however, that CONTRACTOR shall no be liable to OWNER or ENGINEER for failure to repot anv such ctmflicl, error, ambiguity or discrepancy unless CONTRACTOR knew a rmsoaably should have known thereof - 3,3 3. Except as otherwise specifically stated in the Contract Documents ur as may be provided by amendment or supplement thereto issued IV one of the methods indicated in taragnsph35 or 3.6, the provision of the Contract Documents shall take precedence in resolving any conflict, error, ambiguity ur discrepartcv between the provisions of the Contract Occamentsand ;.3.3.1. the provisions of any such standard - apmifi,ation, manual, code or instruction (whether or not specifically incorporated by reference in the Contract Documents), or 333.2. the provisions of Aiy such Laws ur Regulatinm applitshle to the performance of the Work (unless such an interpretation of the Provisions of the Contract Documents would result in violation of such Law or Regulation). No provision of any such standard. specification manual. code " instruction shall be effective to, Mange the duties and responsibilities of OWMR- CONTRACTOR or ENGINEER or any of their subcenlractors, consultants. agents or employees Gom those set forth in the C'ortltact Documents. nor shall it he effective m assign to OWNER, hNCINF:ER many of ENGINhhR's Consultants agents or eniploytes any duty or authority to supervise m direct the furnishing or performance of the Work or any duty or mlthmity to undertake responsibility inconsistent with the Provisions of paragraph 9.13 or any other provision of the Contract Documents 3.4 Whenever in the Contract Documents the terms "as ordered", "as directed". "as required", as allowed", ,A, approved" Or trans of like effect on import are used or the adjectives "rensomble", "suitable", -acceptable-, "proper" or "satisfactory" or adjectives of Wee effect or import are used to describe a requirement, direction review or judgment of ENGINEER Isto the Work, it is intended that such requirementdirection revicv or judgment will be solely to evaluate, in general, the completed Work for compliance with the requirements of and information m the Contract Documents and contixmarce with the design asncept of the completed Project as a functioning whole is shown Of imlicaad in the Contract Documents (unless there is a specific statement indicating otherwise). The use of any such term or adjective shall not be effective m Amiga to ENGINEER any duty m authority to supervise or direct the furnishing or performance of the Work Or any duty or authority to undertake rrsposihility contrary to the provisions of paragraph 9 13 or any other provision of the Contract Documents. 4nnenrbng and SLppfemenring Contract Documenrs 35 The Contract Documents may be anic dRd to provide for Additions. deletions and revisions in the Work or to modify the terms and conditions thereof in one or more of the follmving ways. 351 a fomual Wnt - Amendment 3. i.2 a Change Order (pursuant to paragraph Ise 4), or FJ GFXF.RAr r`0 Q 1 OONN 19104 t19n1 E. hvm, w CITY CIFFORT CrWIZ MC1DMCATruNS 1R6Y 470a)) 3.5,3. a Wort: Change Duective (pursuant to paragraph 10 1), 3A In addition the requirements of the Contract Documents may be supplemented, and min" variations And deviatims in the Work may be authorized, in one ur more Of the fotrnving ways: 3.6 1 A Field Order (pursuant to paragraph 9 5), 3 6._2, ENGINEER's aplrovnl of a Shop Drattnng m SumPle (pursuant to psagrplm 6.26 and 6.27). or 3.6.3. LNG INEER'x written inlerprewum or clanficatim (pursuant to paragraph 9.4). Ream nfDara Tenth: 7,7 CONM%CTOR and any Subeonunu" or Supplier m other person or organizmon perfiming or fiamshine any of the Work under a duad or wadffoct contrlm with OWNER 0) shall not have m acquire any title to or ownership rights in any of the Drawings, Specifications or other documtnts (or copies of any thereof) prepared by car hearing the seal of ENGINEER or ENGINEER's Consultant, soil (ii) shall not reuse amof such Drawings, SPecifieatioes, other documents "copies nn estensions of the Project or any other project without wTllten consent of OWNER and ENMIEER and specific written verificntiar or adapmticm by E!QGiABER ARTICLE 4—AVAILABILITY OF LANDS; SUBSURFACE AND PIIISICAL CONDITIONS; REFERENCE POINTS . Imifnbiliq, ofLandiv, 4.1. OWNER shall furnish as untreated in the Contract Documents, the lands upon which the Work is to be performed, nghMA)f-way and easements for access thereto, and such other lands which are designated fix the use ofCONTRACTOR Upm rtasmueble svniten reyuasr_ OWNER shag famish CONTRAC701k with a coned lands pen whi It 1he Work -b@iube—p'riinue eftht rxhetl—wad Amioc _.w OWNER shad identify any encumbrances Or restrictions not of gcrcml application but speciticdly related to use of lards, so furnished with which CONTRACTOR will have to c"nply in performing the Work. Easements for permanent structures or permanent changes in es aing fanhties will be t,bWu ed urd paid f" try OkkNER unless otherwise provided in the Contract Documents, If CONTRACFOR oral OWNER are amble to agree on entitlement to or the amount oc extent of any adjustments in the Contract Price or the Contract 'Times as a result of any delay in OWNER's furnishing these hinds. rights-ot way or Casements. COMI'RAC I'OR may make a claim therefor as provided in Amities 11 and 12 CONTRACTOR shall provide far all addihanal lands and access thereto that may be required (or temporay construction facilities or storage of materials and equipment. 4.2. Sabsuryare and Pbynicad Conditions: 42 1. Reports and Dramags: Reference is made to die Supplementary Conditions for identification of 4 2.1.I Subsurface Condrlimrss: Those reports at :Vlorations and tests of subsurface conditions at or contiguous to the site that have hen utilised by ENGINEER in preparing the Contract Dwurius s; and 421 2. Physical ('anciilions: -I "hose 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 be ENGINEER in preparing the Contract Documents. 4.2.:. Limiled Reliance by CONMICTOR .4tahon.ed: 7'ecJndcal Data: CONTRACTOR may rely upon the general accuracy of the `technical data" contained in such reports and drawings, bra such reports and drawings are rat Contract Documents, Such "tedhnical data" is identified in the Supplementary Conditions. Except for such reliance on such "technical data", CONTRACTOR may not rely upon or make any claim against OWNER, P4GINFER or any of I NC,=, Rs Consultants with respect N 4,221 the completeness of such reports and drawings for CONTRACTOR's purposes including, but not limited to, any aspects of the means. methods, techniques, sequences and procedures of construction to he employed by CONTRACTOR and safety precautions and programs incident thereto, or 43.2.i. other data, interpretations, alumnus and mimmution contained in such reports or shown or indicated in such drawings, or 4.22.3. any CONTRACTOR interpretation of err conclusion drawn Gem any "technicul data" or any such data, interprctatiorns opinions or information. 42. 3. ,Vance of Dieting Subsunfisce are Phvsicd Conditions: If CONTRACTOR believes that any sulastuface err physical condition at are contiguous in the site that is uncovered err revealed either. 4 2.3.1. is of such a nature as to establish that any "technical dam" on which CONTRACTOR is entitled to rely as provided in paragraphs 4.2.1 aril 4.'_.' is materially inaccurate, rr 4,23,2 is of arch a nature as to require a change in the Contract Documents. or 4.2.3.3 differ, materially from that shown or FJCDCGFNFR.A1 CONINTIONS 191031IMEmitanl wr ❑TY OF FORT C'OLUN3 MODIFICATIONS (REV 400001 indicated in the Cenral Documents. or 4.Z3.4. is of an unusual nature, and differs materially from conditions ordinarily encountered and generally recognized as inherent in work of the character provaked far in the Contract Documents, then CONTRACTOR shall, promptI iinlnedintely after bewming aware thereof and More farther &durbinp conditions aRacied thereby or performing any Work in connection therewith (except in an emergency as g7itted by paragraM6.13f Iwtify OWNER and INEER in writing about such eundtttear CONTRACTOR shall not further disturb such conditions or perform am Work in connection therewith (except as alorcaid) until receipt of written order to do so 4.,^..4. ENILNEER'r Review: ENGINEER will promptly review the pertinent conditions, determine the necessity of OIVNER's Maidng additional exploration or tests with respect thereto and advise OWNER in writing (with a cony to CONTRACTOR) of R40INF.ER's findings and conclusions. 42_.5, Possible Contract Ooemienzv Chance: If ENGINEER concludes that a change in the Comram Documents is required as a result ofa condition that meets are or more or the categories in paragraph 4 2 3, a Work Change Directive or a Change Order will he issued as provided in Article In n) reflect and document the consequences of such change 4,2.6 Possible Price and lines :l,§UmWn1S: An equitable adjustment in the Contract Price or in the Crnntract'fimes, or both, will be allowed to the eaten that the existence of such uncoverd m revealed condition causes an increase a decrease in CONTRACFOR'.s cast of, o time required for performance ol. the Work; subject, however, to the following: 4.2.6.1. such condition must meet any one or more of the categories described in paragraphs 4.13, 1 through 4.2.3.4, melusive, 4.2b.2. a change in the Conarad Documents pursuant to paragraph 4,2 5 will not be an automatic authorization of nor a condition precedent to rntttdemera ao my'such adryshnrnt; 4263 with respect to Wort: that is paid for on a Tint Price Basis, any adjustment in Contract Price will be subject to the provisions of pamgraph.,9 10 and 11.9. and 4 2.6 4. CONTRACTOR shall nut be entitled to arty adjusunem in the Contract Price ere Times if. 4.2.7.4.1. CONTRACTOR knew of the existence of such conditions at the time CONTRACTOR made a final commitment to OWNER in mspect of Contract Price and Contact Tines by the submission of a bid or becoming bowel under a negotiated contract', Or 42.6.42 the existence of such condition could reasonbly' have Men discovered or revealed Asa result of any e. Dn mtion. uwestigatitmexplorahorl, Leg or study of the site and contiguous areas required by the Bidding Requirements ur Contract Documents to he conducted by a for CONTRACTOR prior to CONTRACTOR's making such final commitment; or 4.3.6.4.3. CONTRA( -TOR faded to give the wntten notice within the little and as required by paragraph 4. 2.3 If OWNER and CONTRACTOR we unable to agror on entitlement to or as to the amount Or lero of any such equitable adjustment in the Contract Rice or Conuaj Times, a claim may be made Lherefor as pnrvided in Articles 1 I and 12. However, OWNER ENGT'N-EER and DgGINEER's Consultants shall not be liable to CONTRACTOR for am claims, costa, losses or damages sustained by CONTRAUTOR on a in connection with anv other project or anticipated projrrt. 4.3. PhFsical ('OMlNtion.v—Underground Facilities: 4.3.1 Shomn orindcuted: The information and data shown or indicated in file Contract Documents with respect to existince Underground Facilities at or contiguous to the site is based on infomlabon mud date furnished to OWNER or ENGLVEER by the owners of such I tnderg fund Facilities or tryOthers Linless it is otherwise expressly provided in the Supplementary ('onditions. 4.3. 1.1. OWNER and FNGI Nh+N .shall urn be responsible tor the accuracy a completeness of Any such information or data. and 4.3.1 _' The cast of all of the following will be included in the Commis Purr and CONTRACTOR shall have full responsibility for', (i) ,,ank'ing and checking all such information and dais, (it) locating all Umdergound Facillua shown a indicated in the Contract Documents,00 coordination of the \York with the owners of well Underground Facilities during coustntetian, and (iv)the safety and praocion of all such Underwohnd Facilities as provided in paragtnph620 and repairing any damage thereto resulting tram the Work. 432, Not Shourr or h,hwled: if an Urulergnwncd Facility is uncovered or revealed at Or contiguous to the site which was not shown or indicated in the (`ontract I ce ments, CONI'RAC'I'OR shall. proiIipxly immediately after oncoming aware thereof and Mf�re further di5u mg conditions affected thereby a Performing any Work In connection therewith (exoept in An emergency as required hy paragraph 6.13), identify the owner of such Underground Facility and FJCIk' (imNRR,\I. COMJITIOtvS 1510R (199n F,ftimi w� CITY OF FORT C1'1L" 3 MO0 MCAT10NS'REV 4G0001 give wTittcn nubs to that owner and to OWJ MR and hNGINEER E-WINEW will promptly review the Underground Facility and det,name Lhc extcnt, if any, to which a change is required in the Contract Documents to reflect and document the consequences of the existence of the Unlergrornd Facility. if ENGINEER concludes that a change in the Commet Documcom is requited, a Work Change Directive or a Change Order will lr issued as provided in etrticle b) to rel] tens and document such consequences. During such time, CONTRACTOR shall be reapatsitile Car the safety anal protection of such Undergruwud Facility as provided in paragraph ti_'_n CONTRACTOR shall may be allwcd an mcreuse in the Contract Rice nr an extension of the Contract Times, or both to the Mont that they are attributable to the existence of am Urw4rwotmd Facility that was Mt shown or indicated 41 the Contract bouments and that CONTRACTOR did not know of and could not reasonably have been c<ppeeccled to be aware of ar to have anticipated. IfOIV:NER andCONTRACTOR are amble to agree on entitanent. to a the eunounL or length of any such Adjustment in Cnot"t Price a Contract Timex CONTRACTOR men make a claim therefor as provided in Articles 11 and 12. Havever. OWNER. F,NGINF,F.R and ENGINH-.R's Consultants shall not he liable to CON'I'R.ACI OR for tray claims, crsts, losses a oknmagas incurred or sustained by CONTRACTOR on or in connection with Any Other project or anticipated project RefereacePairrs 44 OWNER shill provide engineering sun'a's to establish reference points for construction which in FNC.INEER's judgment are necessary to enable CONTRACTOR to proceed with the Work. (Y)WRACTOR shall be respxvisihlc for laying out the Walk, shall Protect and preserve the esmbl ished reference points and shall make no changes nr relocations without fly prior wroten approval M OA NER C(--);NT ,1CTOR Shall report In ENGINEER w'hemver any reference point is last or destroyed a requires relcation hecmtsc of oorssary changes in grades Or locations and shall be responsible for the accurate replacement or relocation of such mferenec points by professionally qualifiedpersonnel. 4.ennr 5. .4sbeatot, K*&, Pearol, "arrant, 14evre nr ltadimelh'e Alatenol.- 4.5I. OWNER shall be responsible fa Any :Ashestnc PCBs, petroleum. Hazardous Waste or Radioactive Material uncovered a revealed at fix site which was not shown or indicated in Drawings a SPeeificuuons a identified in the Contract Documents to be within the scope of the. "on, and which may present a substantial danger to persons or Property exposed thereto in connection with the lVark at the site. OWNER shall not be responsible fw any -such materials brought to the site Iw CONTR %CTOR, Subcom actors, Suppliers a anyone else for whom CONTRACTOR is responsible b, ___ 5._ a Wed;-M-wsa wcrianawth-aretthasxdouscondition-and in arty area affected-thffeby-(-o,"M:in en-mrzgmay OWNER -and- ENGINEER -(and thereeflar -emfvm pdy OWNERtoretain asarah haaanlaus uarduren or -is" conesuva notion if -arty. CON'TRACTOR-s}mU not be required to resume W-ork if Riker . seiia '° - ^.a'. tw oe Cl0a:TRA(' OR doaa nor -scree Lae a eruct Wark agreeto resume saala Werk. area F«xSJr othefs Inm'cordance-witl+Attacle 7. Regulations; OWNER Iutderwti6, and hold hanadessCONTRACTOR- ......- Suhc«arackn, hoar.TNF4"R.._FTdt:iNF.SR=.v—E'areu3tents am the of hissidle--arotrertv-(adter Burs the Work or amity from and awnnegligatce alas WHN petroleum or revealed aithe site,, FJCDC OF'.gA,N. CUMA710'15191aR (1990 Edaim) d� OTY OF FCIRT COLLINS MCIDnCATIONS (REV 40-000) ARTICLE S-BONDS AND INSURANCE Pfffrnrance, Payment and Other Bonds. i_I. CONTRACTOR shull furnish Performance and Payment Bands, each in an amount at least equal to the Contract Price as severity for the faithful perfonnnnce and payment of all CONfRACTOR's obligations Lauder the Contract Documents These Bonds shall remain in effect at least until one year alter the date when final payment heeomes due. wool% as provided otherwise by haws or Regulations aT by the Cwurad Documents. CONT'RAC 'FOR shall also fumhsh such other Hands as we required by tau Supplementary Conditions. All Bonds shall he in the form preserthd by the Contract Documents except as provided otherwise by Laws or Regulations and shall be esecutd by such swdtes as arc named in the current list of "Companies Hold Certificates of Authority as Acceptable Sureties on Moral Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (ummdedj by the Audit Staff. Bureau of Government Pinanciul Operations. U.S. Treasury lk-Tertment All Hoods signed by an agent must be accompanied by a certified copy of such agent's authority to act i' if the surere on any Bond famished by Ca)NfRACTOR rs aleclared a banlaupt or Ixconus insolvent « its right to do business is terminated in any stote where any part of the Project is located err it ceases to maid the requirements of paragraph 5 1. CONTRACTOR shall within ten days thereafter substitute another Bond and wets. both of which most be acceptable to OWNER 5.3, Licensed Sureties and Insurers. Centificirtes of tnvurance. i.3.1. .All Honais and insurance required by the Contruct Documents to be purchased and maintained by OWNER or CONTRACTOR shall be obtained from surety or inaurnncc companies that we duly loaned or outhorized in the jurisdiction in Much the Project is located to issue Bonds a insurance polcies for the limits and coverages so required Such surety and untunince companies shall also meet such additional royuirmtems and qualifreabore, as may be provided in the Supplementary Conditions, s 1.2. CONTRACTOR shall deliver to OWNER, with copies to each additional insta ed identified d the Supplementary Conditi s, certificates of insurance (and other evidence; of it,wance requested by OWNER or any odor additiotial insured) which CONTRACTOR is requital to purchase and mica taro in accordance with paragraph iA OWNER cull xdrlitiarrreF-irnea«f-idmtifi«I in-.Ihe-Saapddxmmury Eeadikiami--c+r 2M' --�w���-••r �r'�Tn'r�u tr^�a nv mid Mutuasain ea w the paregrophs 5 6 aim# 5:7-hereof GONTR4(TOR'.v LiabibrF fnsrrronce: 54. CONTRAt'TOH shall purchase and maintain inch liability and other insurance as 4 sppropriam for the Wak being performed and furnished and as will provide protection from claims set forth below which may seise art of nr result from CONTRAMOR's performance trialfurnishing of the Work and CONTRACTOR-s Other obliustions under the Contract Documents, whether it is to be performed or furnished by CONTRACTOR any Subcontractor or Supplier, or by anyone directly or indirectly =played by any of then to perform as. funsh any of the W urk, or by anyone fa whose acts any of them may he liable; 54.1 claims umkr wakcrs' cumpensutioq dLsebiliry bertelits and other similar employee benefit acts: 5.42. clans fir damages because of bodilyy injury. occupational siddcrtess or disease, a denth of CONTRACTOR's employees; 5.4.3, claims for damages because of bodily injury, sickness nit disease, a death of any person other than CON-"RACfOR's emplovees; 54.4, claims tbr- damngas amored by customary (1) by fl li-of an Offerms directly Or CONTRACTOR or (it) by my Aber per" for any Other reasom, 5-4 5. clevns for damages other than to the Work itself, because of irmny to or decuuction of tangible Fropmy wherever located, including loss of use resulting therefrom: and 546 claims for damages because of bodily injury or death M• my person or property damage arising our of the ownership, maimenaMe (r use of any motor vehicle The policies of mnaance so required by thus r+.aragraph i.4 b be Purchased and maintained shall: 54.7, with respect to omomnee required by paragraphs 5.4.3 through 5.4.6 inclusive atd._5.40, include ris additional insureds (subject to any customary c>,ulusion in respect of professional liability). OWNER. ENGINEER, ENGL\TEER's Consultants and any other persons is entities idemdied in the Supplementary Conditions all of whom shall be It sted as additional insureds; and include coverage for the respective officers and employees of all such additional insureds; 5.4-8. include the specific overages and he Witten for not less then the limits of liability provided of the Supplementary Conditions or required by Laws or Regulations, whichever mgmater, 5,4.9include completed operations insu arcs RKW OFNERAI. COWITIOhS 19I as it ,s, ENtimt at QTY OF FORT COUIn MCCAFICATIONS (REV 4?bn)1 -.AAI include mmredual liability insurance covering CONTHACTOR's mdemaity obligations under paragraphs 6.1— 6.16 and 6.31 through 6.33: i 4.11 commit a psmIston a eml-rsemam thin the coverage aA"-riled will nor be cancelled materaliv changed a renewal refund until at least thirty, days prior written notice has been given to OWNER and CONTRACTOR and to each other additional imAtred Identified in the Supplementary Catditoms to whom a cenifeate of inswamc has been issued (and the mnificates of insurance furnished by the CONTRACTOR pursuaru to paragraph 5.3.2 will w provide): 5 4 12. remain in effect at least until fired payment and at all times thereafter when CONTRACTOR may be correcting, removing or replacing akjecave 1Vork in aecadanee with paragraph 13.1 2, and i.4.13. with respect to crenpleted operations insurance, and am• insurance coverage written on a claims -made basis• remain in effect fa al least two Yeses Rita final Pacment (and CONTRACTOR shall furnish OWNER end each other additional insured identified in the Supplememary, Conditions to whom a certificate of insurance has been issued evidence sslisfacloq, to OWNER rind any such additional insured of continuation of such insurance at fetal Itayment and one year thcrcaftcr). OIl•%`'T4('a Liobilifj• Insurance: 5.5 In addition to insutandz required to be provided by CONTRAC-1OR under pamgmph 5.4, OWNER at OWINER's nptium may purchase and maintain at OWNER's cspense (AVNF:R's owIt IiaMhly insurance as Will protect (MIMR against claims which may arme from operauons under the contract Daeumerm Property.• Insurance: i C Unlass otherwise prcwided to the Supplementary Condinoruc OWNTSR--SM T purchase and -mammin properly in u arae uParthe Work -al the -site indteamount eF-the-{u1V-nnplaa�(.�suo_� dedae'4iblr-amoury � u....n..'.. .. CONTRACTOR, .Subeaarnetas �FNGNTI;k ENGINMR'sConatltelasend-any, char -persons a entities idemiW-in.11te SuPplementrirv-Ca�Oditiorts, etch-ofw-•hemyy�kedyc..... _ mMra and droll be-fistad asuninsured er additional insured 5.6'- he written-em..a.. RwWdv. Rids -sll r al,, a hv,- rm-thal Fsewark the following Writ- fire,lightninTg, -avterdad s-rnissh" mrihryuak�en un man9inned try infi;1 .1 law A s and Reg he spaeifawlly regwred by the Suppkvnentary CondiOons, rePierwnent:Of my usurad-pntperty (including but not lunitef -to-. fees and- F1larges-Of engineers -arid architects). _. at111eCAV"11A PE -site rv�vriting-M btled an y KNO PIML sail 54.3,- be-mairtniuvd-in agba -until linRl payment is sxd--te--frt--wr4 OWNER AC'09TRACTOR and ENGINEER, -w' insrued to -wham -a V, f.11 of inaaatwe has been issued- bede end -ay IV retuired y, the uppl� inry C niitionnee ac may -Ito reEtwrd by the Supplemenw�� CFxrdniort9 Or 1.aw OWNEROR; Subovereetars, ENGINEER identified in the Supplementary Conditions, each of wh0a1 is deemed to have aninainrbk: imercstamlalmil be usual as an irxuuedoraddlOOnal 111"rert 58 AMl the polOnes ofirmxaree land the oar ilm-tes nr changed or remwal -refused until Or least tiurrydays prior %4Uen-r txoe has been given- to OWNER -nml when R i Tnftane of inemranee has been mual and will wrtaw wwver.. .previsions- in -aeeonience- -with paragraph-5.11, 5.9. OWNER shall not be responsible for purchsrsing and maintaining any prcrly insurance to pmtM the interests of CONTRAC r7le Submraracrurs or others in Pjaieft The risk I kxxs within mdr idemified deduetiHlearttowit will be home by C _WTRACTOR-SubwrsFader or others -suffering any mch lossandif-arty-of-them-wWw Propetty itrsurance puFJlasaandnxeimain iI atthe pursMset'aown expense SAo. If BONTRA('TOR-TNOests in writing that other h'irgWROVe, Had the east Chmtga OFAar .m. -Written- Amendment -..._.Nor tO F.JCDCOF.. A.V.CONIWTIOx 19104099a F6tinD try .CITY OF FORT COCUNS MODIFICATIONS(REV 4Qa001 raaamM.-Men, - malt-� insunuase has been procured Try OWNER. &11.- Wuiveexfidghts. policies-purohaad in acomdaince with peregtaphs.: 6 and 5-7 will prom Subc<ntraetws:. ENGINEER ENGINSER's Ccensurllants and all otherpersOtmor amities danOfied ub dmnag rv�cat utt�g�ed41110 r-.�� i1:4 =7 fat mega Ili wauers will have rK+ r�phts ofrecovery againstam 01' the -inwrxds ra additional-- insurxdc--Uas�uldar. d. * aesina each otherand -their respective Off Fs dirmers+nrpleyaes--and-+rgnnls- for -a{i-3aa�qs- and dernages caused by, arising -cut of a resuHing from m ._.L_ ._ the I ..�Q..J Suubeasiate,->—�c'NGw6b l��i-6'hNtr{NFh'!t'�s (:ortwtmnty-and elf odwr persona rc-amities identified bl.sunadsax addinoott trsureds undan wah pOliaixs Crx Had da— at the filaiwe waivers sfmll extetd to the rights that any party mskmg such waiver may have to the proceeds of insurance lwld-bv-OWNER-es wstae-or-cnherwim In rmmo weivesail :_i_.. aseligaF "PI4,161c'l'OW owrasixs E`N' lent.-wrx#-fhe of any 0 them; Rw ke of use or -other rmVerlaemial loss extending beyond- daact- _physival..lau- or- damage to OWNER's property yr the Work caused by, arising-eatoFas-FesTdtirr�t11 am OF Other -pan! : Si r.A by -any 1eOlVr!y -rnarrenea^rnmmarned on the wnmplelad Project -Or pail.--drereef by OWNER during. _- partial--utilimtron--- PuFSLMM to 'rmMl to t after fuark payment dawn, of Less "fe"ad to 0% Its �r _.._L .. d.._..liu OF _.. a>nseluenFial lore the inmrcrs: will have n0 rights Of s'Af",?ibFR-.B'NG;A9;Gn�- - `�-Su46ctua CIIRCIOV5 em In r - theme -vs P yeesardagant9of any of them Receipt and. 1ppficadwr of Insurance Proceeds: 5,12 Any insured loss under to policies of insurance required tw paragraphs i 6 and 5.7 will he adjusted with ORTM and made payable to OWNM as fiduciary for the insureds, as their uaeress may appear, subject w the requirements of any applicable mortgage clause and of paragraph 5. 13. TONER shall deposit in a separate account am money so received and shall distribute it in accordawe with such agreement as the parues in interest may reach. If no other special agreement is reached the damaged Work shall be repaired or replaced the moneys so received applied on account thereof and the Work and the cuss thereof covered by an appropriate Change Order or Written Amendment. 5.13 OWNER as fiduciary shall have prover to adjust and settle my lass with the rmurem unless One of the parties In interest shall object in writ n,g within fifieen days after the occurrence of loss to OWNER's exercise of this power If'such objection he made, mr"1 ,k us fiduciary shall make settlement will, the insurers in accordance with such agrecmem as the panics in interest may reach. If,, such agreement among the parties in interest Is reached OWNER as fiduciary shall adjust :rod settle the loss with the insurers Era}-if-required-m writing by any -porn•- in proper perftaanance-o[suah duties leceprance of Bonds and Insumnce: Option to Replace 5.14 " evha pmtp g)WNEk err -CON'I RAC-rok) OWNER bus my objection to the coverage atYorded by or Other provisions of the Am ElirKI insurance required to he Purchased and maintained by the Mhos —page (:ONTRAM OR in accordance with Article 5 on the has' is of non-con6l"ame with the Contract Documents, the objecurte party shell sonegify theotherparty OW7,,TR till notify Q)NTP ACTQR in writing w•nhm tea facer days after receipt delivery oT tx cerotimtes (or other .widenee M#rastd) to OWNER as required by Farapph'7. OWNER_wd E8N7'[2.4QTF3R-shall each -pomade. to the Work. or the reau e such Conamet Price amerdingly ---- .__ __ Partial IMUzabon-pmperry, Insumrce: 5.15. If OWNER finds it necessary to a,:cupy nr use a Portion or portions of the Work prior to Substantial fJCIXCF_ hale tCano0A 191p!1 r199EF..itim' wr 0'rY Ca FORT COLLJN MCOfftCATIONS(REV J.70rMli Completion of all the Wod: such use m Occupancy may he accomplished in accordance with paragraph 14 111, pprrovided that no such use or occupancy shall commence hctore the MSUTCm providing the property Insurance have acknowledged notice thereof and in writing effected am' changes in coverage necessitated thereby. The insurers trnvd,2 the propnty Insurance shall consent zndors:ment on the policy or palicies, but the propem ins"net shall not be canceled or permitted to lapse on account of any such partial use or occupancy. ARTICLE 6-CONTRACTOR'S RESPONSIILLCYIks Supervision and Superintendence: 6.1 CONTRACTOR shall supervise• inspect and direct the Work competently and efficiently, devoting such attention thereto and apply,rg such skills and axperuse as may be necessary to perform the Work in accordance with the Contract Donanems. CONTRACTOR shell he solely responsible For the means methods, techniques. sequences and procedures of consmdion, but CONTRACTOR shall not he responaNc for the negligrnuc of others in the design or specification of a specific means, method, technique, sequence cur procedure of exnstructiot wNegn is shown or indicated in and expressly required by the Contract Ihauments. CONTRACTOR shall be responsible to see that the completed Work complies accurately with the• Cemnet Documents. 62. (X)\TRAC"fOR shall keep on the Work at all times during its progress a oompc rn resident superintendent, who shall not be replaced without wTinen notice to OkVNFR and 5NGRVEER except under zxtraordinary c=um.ft es. 'I he superintendent will he CONTRACTOR's representative at the site and shall have authority to act on behalf of CONTRACTOR All communications to the superintendent shall be as binding us if given to CONTRACTOR. Labor, Afateriafs and Equipment. 6.3. CONTRACTOR shill provide comp t,,L suitably qualified persavxl to survey, lay out and mMnict the Work as required by the Contra, Oecumcnts CONTRA("I.OR %hall at all times maintain gttd disciplux and order at the site. Except m otherwise required for the safety cur prOmcuon of persons or the Work or property at the sue a adjacent thereto. and except as otherwise indicated in the Cwtrraet Documents. all Work at the site shall be performed during regular working, hours and CONTRACTOR wdl Trot permit overtime work or the performance of Work w Saturday. Surxlayor any legal holiday without OWNER'S written consent given after prior written notice to ENGM� ETC CQN'f RAC'1'OR shall submit re t�Icsts m the MIG W RER no Iczs than J8 hours in adrancc of Env t�tttk to be performed .at Ut rday Sunday HOIiILsys cur outside the Rceulm W,rtJrA Hours 6A. Unless otherwise specified in the General Requirements, CONTRACTOR shill furnish and assume full responsibility for all materials, equipment labor. tnmr,t,s (ion, mnswetion equipment and machinery. tools, appliances, fuel, power, light, heat. telephone, water, monary facilities, temporary facilities and all Other faclities and incideraals nmessary' for the fumuhmg, performance, testing, stnd,up and completion of the W 6rk. 6A.1. AuJlaspg._. Restrictions: ___ —CONTRACTOR most cote 1- with the COWS purchasing restrictions. A coin f the rottlutivirsl ble or tevigm in the offices of the purehasirrg_nd Risk Management Division or the City Clerk's office. G.J'<___Cetgen}_ lr�.aions:.. Cj�,v_ Of_Ftla Collets Resalutign 91_121 requires that sLuppliLa apdpmduazrs of cjphe utpraducrs Va1mOg camelit to cemry that the cement. was not made er -nit kilns that born haz?rdpus waste as a fuel 6.1 All materials and equipment shall be of good quality and new. except as otherwise provided in the Contract Documents. All wmtanties and guarantees specifically called for by the Specifications shall expressly run tuthe henefil of OWNF,.R. If required by ENG INEHR. CONd'RAC'I'OR shall famish musfaaory evidence (including reports of required tests) as to tM kind and quality of materials and equipment All materials and x{wp con shall be applied, installed, connected, erected, used, cleaned and conditioned in accordance with instructions of the applicable Supplier, except as otherwise provided in do Contract Documents. !'ragresv Schedule: 6.6. CONTRACTOR shall adhere to the progress schedule established in accordance with paragraph 2.9 as it may be adjusted from time to time as prov ided below 6.6.1. CONTRACTOR shall subnut to LNOINEER for acceptance (to the extent indicated in pxagmph 2.9) proposed adjustments in the progress schedule that will not charge the Contract Times (m Mlestones). Such adjustments rot corJtirm ggenerally to the progress schedule then in effect end addiliorelly will comply with any provisions of the General Raquuements applicable thereto. 66.7proposed adjumnenm in the progress schedule that will change the Contract Times for Milestones) stall be submitted inaccordance with the requirements of paragraph ln_.I. Such adjustments may only lc made by it Change Order or Written :Amiendment in accordance with Article 12, 6,7, Substitutes and "OrvEqual" Items: 6.7.1. Whenever an item of material or equipment is specified Or described in the Contract Documents by using the name of a propnetary item or the name of a particular Supplier. the specification or description is intended to establish the type, function and qualiry required Unless the specification or description E1CDCC.F.. AALCOMHTIOAtx 19104 1 I990F.,itiml 12 vrn]TY OF FORT COLUM MieDMCATTO*. (REV 4n-0001 contains in is followed by words reading that no like, equivalent m "or -equal" Item or no substitution is permitted, other items of material nr equipment or material or equipment of other Suppliers may he accepted by ENGINEER under the following cuctimstances� &TIA. 'U-F.'qual" If in ENGINF.FR's rails discretion an item of material or equipment Pro posed by CONTRACTOR is functionally equal tu that named and sulTwiently similar so that no change in related Work will be required, it may he considered by F,NGINFER as an "or- equal" item. to which case review and approval of the proposed item may', in HNGINEER's sole dtrretion U accomphshad without compliance with some or all of the requirements for accepbt= of proposed substitute items. 6.7,1.1_, Substoure Items: If in ENGINEER, sole discretion an item of materal in equippment proposed lvv CONTRACTOR does not quuhfy a, an 'or_cqual" item under subparagraph 6.7 f d, it will be considered a proposed substitute item. CONTRACTOR shall submit suffieierit information as provided below' to allow RNGINEEN to determine that the item of material Or equipment proposed is essentially equivalent to thm named and an acceptable sulaimtc therefor The procedure for review by the ENGINEER will include the following as supplemented in the. General Requirements and as ENCi1NE.ER may decide is appropriate under the circumstances. Requests for review of proposed substitute items of material or equipment will not to accepted by ENGINEER from anyone other than CONTRACTOR. If CONTRACTOR wishes to furnish a use a substitute item of material or equipment, CONTRACTOR shall Ern make written application to F,NGIN'EER for acceptance thereof, wrifying that the proposed substitute will petfam adequately the functions and achieve the results called for by the general design be similar in substance to that specked and be suited to the same use as dim specified The application will state the extent, if any, to which the evaluation and acceptance of the proposed substitute will prejudice CONTRACTORS achievement of Substantial Completion err time, whether or net acceptance of the substitute for use in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with OWNER for work On the project) to adapt the design to the proposed substitute and whetter or no, incorporation a use of the substitute in connection with the Work is subject to payment of any license fee or royalq'. ,M1 variations of the proposed substitute from that specified will be identified in the application and available mamtearice, repair and replacement service will be indicated The application will also contain an itemind estimate of all coats Or credits that will result directly or indirectly from acceptance of such substitute, including costs of iodmiin and claims of other contractors affected 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 re]ect any and all Bids and to waive any informalities and irregularities therein Bid security in the amount of not less than 5- of the total Bid must accompany each Bid in the form specified in the Instructions to Bidders Sales Prohibited/Conflict of Interest No officer employee or member of City Council shall have a financial interest in the sale to the City of any real or personal property, equipment, material, supplies or services where such officer or employee exercises directly or indirectly any decision -making authority concerning such sale or any supervisory authority over the services to be rendered This rule also applies to subcontracts with the City Soliciting or accepting any gift, gratuity favor, entertainment, kickback or any items of monetary value from any person who has or is seeking to do business with the City of Fort Collins is prohibited City of Fort Collins M James B O'Neill, II, CPPO, FNIGP Purchasing & Risk Management Director Rev 10/20/07 Section 00020 Page 2 by the resulting charge, all of which will be Considered by FNGINF,RR in evaluating the prgxsod substitute. ENGINEER ma} require CONTRACTOR to furnish additional data about Ih proposed substitute. 67.13 CON7R-IC'R7R'Cxpeme: All data to be provided by C0NTR4('1'OR in support of am proposed "or -equal" or subsutute item will he at CONTRACTOR's expense. 6.7.2, Subsimae Cwnhuchon Xfv*od3 of Procedures: If a specific means, method technique, sequence or pmxtedure of camstrucuon is .shown ur indicated in and expressly required by the Contract Documents. CONTRACTOR may furnish ov uuhw a substitute meats, method technique, sapuence or procedure of construction acceptable to LNGINEER. CONTRACTOR shall submit sugicimt infirmauon to allow ENGINEER, in ENGINI3ERs. sole discretion to htemtme that the substitute proposed is equivalent to that expressly called for by the Contract Documents. The procedure for review by ENGINEER will h similar to that provided in subparagraph 6.7.1.2. 6. 7.3. Engineer's Evuluaniah: ENGINHiR will be allowed a reasonable tune within which to evaluate each proposal or submittal made pun name to parogimphs 6.7,12 and 6 7 2. ENGINL•'ER will be the sole judge of acceptability. No "or -equal" or substitute will be crdcrod installed or utilized without LNG INEER's prior written acceptance which wdl be evidenced by either a Change Order m an approved Shop Drarving. OWNER may require CONTRACTOR w furnisfh at CONfRACTOR's expense a spacial perfornarhee gu umarn a or other surety with respect to any "oncqual' or substitute. FNGINEHR will record time required by ENGINEER and ENGMER's Consultants in evaluating substitutes propxtsed or whmitted by CONTRACTOR p isuant to paragraphs 6.7 1.2 and 6 7.2 and in making charges in the Contract Documents (or in the provisoes of any other direct contract with OWNER for work On this Project) occasioned thereby. Whether or nul ENGINEER accepts a substitute item su propeml ur submitted by CONTRACTOR CONTRACTOR shall reunbursc OWNJ TR fur the charges of ENUNEER and FNOINFER's Consultants for evaluating each such proposed substitute item. 6.8. Concerning SubContraaon, SuppLi,^ and, Others: 6.8A CONTRACTOR shall not enhploy anv Subcontractor, Supplieror taitar parson m orgmizatton (including those acceptable to OWNER and ENGINEER as indicated in paragraph 6.8 ').. whether initially or es a suh4itutn, against line' OWNEk or IN ENGEER may have reasonable ob*fim, CONTRACTOR shall not be required In employ any SubCOntracfOr. Supplieror otherpcnson or organtmuon to furnish or perform anv of the work against whom CONTRACFOR has reasonable objection. FJCDI'CGNF,RAI. CONOITIOAS tS1UA (199fh FJami wCTTY OFFntT C'�?LLtNa MCtJ4]CA RONS hREVJRUM» 6.9 CONTRACTOR shall 2artam not less than 'r) Mment of the Work with its own fa (that is wuhout suhmntin_a r r) 'rhe ,o larcent reirmfnt shall be understood n inter to the \work. to value of which tombs of less then (i pre nt or the Ciattrac FrIce 6.8:Z. If the Suppkmamtuw_ Conditions Bidding Documents require the identity of certain Subcontractors, Supplier or other persons or. trnammitlans (including those who are to furnish the principal items of materials or equipment) to be subniaed it, OWNER date prior to the Effective lime of the Agreaneat for acceptance by OWN'hR and HNGINF:RR,-am" C veon _ OWNER's or ENGINEER's sen:epronce •(tither in writing w by failing to make wriucn objnticm thereto by the date indicated for acceptance or objection in the bidding documents or the Contract Documents) of such substiuuion and an appropriate Change Order wi1F- lie -issuad+�mjjem4 petit- F will consulate a condition of the Contract requirin&the use -of the named .nibcumracfirs—suppllas, �r cruet pte_rsru or ofJpiu;@tine gn the l- orb,. unless_ prior written _ xpprgral. is obtained from_. OWNZR .and ENG EER. Ale acceptmet by U\;^hILR x INGINEER of am such Subcontmetor, Supplier or other person cr orgamzatim shall oons[tute a waiver of anv right of OWNER or ENGINEER to reject & calve Work 69.1 _ CO'RACTOR shall be fully responsible to UAWER and L•NGINEER for all ads and omissions of the Subcontractors, Suppliers and other persons and tagam aborts performing or famishing any of the Work under a direct or indirect contract With CONTRACTOR just to CONTRACTOR is responsible for CONI'RACI'OR's own acts and omissions. Nothing in the Contract Documents shall create for the laneftt of any such Subconmin,tcv. Supplier or other person or orgamnlaon any contractual rtleuonship between OWNER of F.NGTNEF,R and any such Subcontractor, Supplier or other person or crganimttotR nor shall it create anv obligation on the part of OIA NER or ENGINEER io Pay or to see m the payment of any moneys due any such Subcontractor, Supplier or other person ur organization except as may Otherwise be required by paws and Regulations 0WN6kcr RNGIN1FERma famish to unv wbemtracl supplier or other mrson nr nrcan�rahm wtdcncc_ of amounts paid to ('ONl'k:\('fOR in accix-4awe with CON f12,AC1 C1R'S'Aghp1tranons for pavmrnt' E.9.1 CONTRACTOR sha➢ be solely responsible for scheduling and coordinating the Work, of Subrommcuw% Suppliers and rather pertins and organimtmns performing or furnishing any of the Work under a direct or indirect contract with CONTRACTOR. CONTRACTOR Ball require all Subcontractors, Supphas and such other perverts and organizations perfuming. or furnishing any of the Work to communicate with the L•'NGLNEER through CON -TRACTOR. 6,10. The divisions and sections of the Specifications and the identifications of any Drawings shall nor control CONTRACTOR in dividing. the Work among Subcontractors a Suppliers or delineating the stock to he performed by any specific rare. till All Wort: performed for CONTRACTOR by a Subcontractor or Supplier will be pursuant to an appropr�� to agreement between CONTRA( -'TOR and the Sobwrtri cim or Supplier which apecitica➢y binds the Subcontractor or Supplier to the applicable tenors and conditions of the Contract Doeumonls for the benefit of N Supplier will additional arising sm M Parent Fees and Royalties. 6.12, CONTRACTOR shall pay all Items' fees and royalties and assume all costs incident to the use in the perlinmanx ol'the Work or the incorporation in the Work of any uwention design process product or device which s the subject of patent rights or copyrights held by others. If a pariiealat invention, design process, product or device is specified in the Contract Documents for use in the performance of the W ark and if to the actual knowledge of OWNER or ENGrKHER its use n subiect to pater rights or copyrights calling for the payment of any license fee or royalty to others, the mstamce of such rights shall be disclosed by OWNER in the Contract Documents To the fullest extera permitted by Laws and Regulations, CONTRACTOR shall ademnity and hold harmless OWNER. ENGII,1EER, ENGINEER's Consultants and the officers, directorl employees, agents and other consultants of each and any of there from and against all claims, costs. losses; and damages arising cat of or resulting from any infringement of patent rights or copyrights modem to the use in the performance of the Work or rendung Gomm the incorporation in the Work of any invention design, process product or device not specified in the Contract Documents EICDC GFxFR.V. CVhTAT10NS 191aa (1990 F.6tiao 14 rwO Y OF FORT COLLIN5 MOMFICATONSiREV41OWl Ptvrrtira: 6.13 Unless mhrxwise provided in the Supplomenurp• Conditions, (,ONTItAiTOR shall obtain and pay for all construction pemas and licenses. OWNER shall ossist CONTRACTOR, when necessary, in obtaining, such permits and licenses. CONTRACTOR s}u➢ Fey all governmental charges and inspection Iss necessary for the prosecution of the Work which are applicable at the time of opening of Bids, or, if there are no Bids, on the ERective Date of the Ameement. CONTRACTOR shall pay all charges of utility owners for cnmections to the Work, and OAVMiR shall pay all charges of such utility owner for capital ousts related thereto such as plant investment Item 6.14. /Avisunditufafions: 614.1, C0\7R\CTOR 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 Laws and Regulations, neither OWNER nor ENGINEER shall be responsible for monitoring CONTRA(70R'S compliance with any haws or Regulations. 6142 If l'ONI'RAfJ'fUR pecans any Work knowing or having realm to know that 9 is contrary to Laws or Regulations, CONTRACTOR shall Isar all claims, costs, loses and damages caused by, arising out of or resulting therefrom, however, it shall not be CONTRACTOR's primary respoxarhility to make certain that the Specifications and Drawings are in accardana with Laws and Regulations, but this shall net relieve CONfRAC'TOR of CON'TRACTOR's obligations under -paragraph 3.3.2. Taxes ti.IN. CONTRACTOR shall pry all sales, consumer, use and other similar lases required to be paid by CONTRACTOR in accordance with the Laws and Regulations of the. place of the protm which arc applicable during the performance of the'Nork. n 1 N 1 OWNER is exempt from Colorado Sae and local sales and use taxes on materials to be pe,aamntly incorpomncd into the rrmect Said taxes shalt not he included in the f7,ontrica Price. %ddLss: Colorado lkLarcnrait of Revenue Sstate Cnoita � x'\ 1375 Slk'tman Street fkrwa. Colamdo. 80161 Sales_ mid Use Taxcs, for the State of Colorado, R edoml Tr 1ciao O and cone Colorado , counties _ are_ mllectel by the_ "Ante_ of Cgiatndl mnd_are incipyfed rn the, Cent(lcnpian_of hxcmLugn I nppliwble Sa!_es-and. Use Taxes jin-luding State collected taxed, on any items other than cotrueti n andand Mmpuma muu=15ph =calk -ailed intothe o net arc m be rid by ('ONl'R C'I'(7R and are to included in aoauo rate bid item Use ofPremiser. 6.16. CONTRACTOR shall confine construaicm equipment. Ilk' storage of materials and equipment aril the Cc�etafacts of workers to the site and land and areas idrntificd m and permitted by the Conimet Documents and other lard and areas permitted by Laws and Regulations, nghts�of-vay. permits aril easemaus, and shall not en unreasonably cumber the premixes with construction equipment or other materials or equipment. CONTRAAMOR shall Assume full responsibility for arty damage to any such land or areaor to the owner a occupant thereof or of arty ndjaccm land or arcas. resulting from the performance of the Work. Should cony claim be made by, arty such owner or occupant bcc a,s of the Ivrhxtnance of the Wak, CONFI RACTOR shall promptly settle with such Other perm b+- negotiation a omh viw resolve the claim by arbitration or other dispute resolution Proceeding a at law. CONTRACTOR shall to the fullest extent permitted by Laws and Rcgulstiom, indemnify and hold harmless OWNER, FNGINbhlt F.N(.;p%F.R's Consultant and anyone directly or indirectly employed by any of them firm and against all claims, costs losses and damages arising out of or resulting &am any, claim or action legal a equitable, brought by Any sudi mutter or ncoafi mt against OWNrR L'NGL'v'E•ER or amother parry indemnified hereunder to the event caused by or hosed upon CONTRICTOR's performance of the Work 6.17. During [he progress of the Work, CONTRACTOR shall keep the premises free from accumulation of waste materials, rubbish and other debris resulting Gan the Work. At die completion of the Rork CONTRACTOR shall remove all waste materials rubhish and debris from and abort the premises as well as ail fool.,, Appliance, ainsun cbon equipment and machinury and surplus materials. CONTRACTOR shall leave tie site clean and ready fox oaulvar) by OWNER at Substantial Completion of die Work. CONTRACTOR shall restore to original condition All property not designated fox alteration Iw the Contract Documents. 6,18 CONTRACTOR shall wt load nor permit any pen of Any slructurc to he loaded in env manner that will mdunger the structure, nor shall CONTRACTOR subject any pan of the Work or adjacent property to smoxus or pressures that will crandrgcr it. Record DOemments: fJC[k'. CF.NF.R:\I. ('ONDI'r10rwS 19111E 11990 QvrnPl l a� flit OF FORT COLLIM MODHICA'FION.S IREV 4?OM) 6.19. CONTRACTOR shall maintain in a sale place at the site one record copy of all Drawings Specifications Addcn& Written Amendments, Cbmige Orders, Wort; Change Directive& Field Orders and written interpfctations and clarifications (jswred pursuant to paragaph 94) in good order aril nominated to shmv all changes made during construction, These record documents together with all approved Samples and a counterpart of all Approved Shop Dmwmgs will he mailable to ENGINEER for reference. Upon completion of the Work and nrwr to release of final payment, these record documents. Samples mad Shop Drawings will be delivered in FNGI N h'h'R to OW'N RR. Wdy and Peoiectioa: 6-0 CON"fRACIOR shall he reslnmsihle tic initiatirg, maimamung and supervising all safety precvuuons and programs in connection with the Wad:, CONTRACTOR shall take all necessary precautions to, the safety of and shell provide the n oc.= y protection to prevent dumage. injury or loss m: 621) 1. all persom m Lite Work site ar who may be Affected by the:VOrk; 6,201. ail the Work and mataiah and equipment io Iv incorporated thane whether in storage on or elf the site, and 620.3. other Drop My in the site or adjacent the cm, including trees shrubs lawns, walls, pavements, nadways. sirudmes utilities mid Underground Facilities not designated for removal, relocation or replacement in the course of construction. CONTRACTOR stall comply with all applicable Laws and Regulations of any puhlic body having jurisdiction for safety of persons or propene or to protect them from damage, injury or lost, and shall erect and maintain all necessary safeguards for such sffety and protection. CONTRACTOR shall notify owners of adjacent pmpeiry And of Underground Facibues and Odin avnem when prosecution of the Work may affect them, and shall a+ogiemte with them in the protection, removal, relocation and replacement of their property. At damage. mjury or loss to airy IrW'rry referred to in panttraphs 620' <A 6.20.3 caused, directly a indirectly, in while or m part by C'ON(RAC'rOR, any Sub mat ado. Supplier Or any other person or organization directly or indirectly cnlplovcxd 13- arty of them to perform or fumieli any of the Wak or anyone for whose aces any of them may be rabic, shall be remedied by CONTRACTOR (exceptdamage m- less Attributable to the fnuh ofDmwmgs or Specifications or to the acts or omissions, of OWNER Or ENGINEER or CNGINELR's Consultant an anyone employed by am, of then or anyone for whose Acts any of them may be liable. :cod not attributable, directly or indirectly. in whole or in par, negligence of the fault or negligeof ('ONI'RACI'OR or any Subcontractor, Supplier or other person or or directly or indirectlyemployed by am, of them). CON'TRAC'roR's duties and rasponsitalm ni for the safety and protection of the Work shall continue until such time as At the Work is completed and ENGLNEER has issued a is notice to OWNER and CONTRACTOR in accordance with paragraph 14.13 that the Wort: is acceptable (except as otherwise cxp only provided in connection with Substantial Compleuon). 6.21. SafelyRapresmmehle: CONTRA( -]"OR shall dcsigtaw a qualitiad and eaTnsienced safety representative at the site whoa Julies and responsibilities shall be the prevention of accidents and the maintaining and supervising of sztety precautions unit programs. Hazard Cantmanimrtian Program: 6,22, CONTRACTOR stall be risptxsibic for coordinating any eseharge of material safety data sheets ar other hazard communication information required to be made available to or ezclanged between or among employers at the site in accordance with Laws or Regulations. Emergencies: 6.23. In emergencies affecting the safety or protection of parsons or the Work or pmprt5at the site or adjacent thereto. CON•I'RACI'OR without special inatntctum or nuthorimfian from OWNER or F.NGINF:ER Isobligamd to act to prevent threatened damage, injury or lose. CONTRACTOR shall give RNGGNFFR pnrmpt Written notice if CONTR.ACI'OR believes that any significant changes in the Work or variations front the Contract Documents have been caused thereby. If ENGINEER determines that a change in the Contract Documents is required because of the actiontaken by CONTRACTOR in response to such an amergeru)•. a Work Change Directive or Change Order will be Issued to document the consequences of such action. 6.24. Ship Drawings and Sampler: 624.1. CONTRACTOR shall submit Shop Drawings to L•NG[NEER for review and approval in accordance with the accepted schedule of Shop Drawings and Sample submittals (we paragraph'2.9). All submittals will be identified as ENGINEER may require and in the number of copies specified in the General Requirements. The data shown on the Shop Drawings will he complre with respect to quantities dimensions specified performance and design ritena, materials and similar data to draw ENGINEER the materials and equipment CONTRACTOR proposes to provide and to enable F,NGUIMER to review the mhemation for the limited purposes required by paragraph 6,26, 6,24.2, CONTRACTOR shall also submit Samples to ENCINIGER for review and approval in accordance with said accepted schedule of Shop Drawings and Sample submittals. Each Sample will be identified clearly as to material, Supplier, pertinent data such as catalog numbers and the use for which intended and otherwise as IiNGINERR may require to enable ENGINEER to review the submittal ter the limited EJCDCC,F.NERAI.CONt O-�19104(1990E6Lim) 16 rv,OTY OF FORT COLON-5 MODIFICATIONS (REV 4n.000) pmpows required by paragraphti.26. The numbers of each Semple to he submitted will he m specified in the Specifications; 6.2t. £wbmiiral Pracedwers: 6,111 Before submitting each Shop Drawing cv Sample, CON f RACTOR shall have determined and verified. 625A 1. all Geld measurements, quantiues• dimensions, specified performance criteria. installation requirrncrim materiahr catalog numbers and similar information with respect thereto. 6_'5.1 2. all materials with rust to intended use- fsibrication, shipping. handling, storage. assembly and installation pertaining to the performance of the Wok and 625.1.3. all mfnnntuion relative to CONTRACTOR's sole responsibilities inrespect of means methods, techniques, sequences and procedures of construction and safety precttutinns and programs incident thereto. CONTRACTOR shall also have naviewed aril coordinated each Shop Drawing or Sample with other Shop DrowuW and Snapks and with the requirements of the Work and the Contract Documents. 6.2S.2. Each submittal will bear a stump or specific written indication that CONTRACTOR has satisfied CON'I'R.A('I'OR's obligations under the Contract Documents with mapca to ('ONITRACTOR's review and approval of that submiml 625,3. At the time of each mbmissum. CONTRACTOR shall give E a NEER specific wnUzn rti tiu oCsuch vanatiuns, if any, ohm the Shop Dmwtng ix Sample s, bmited may have from the requirc.mems of the Contras Damments. such notice to be in a written communication separate from the submittal; and, in addition shalt amuse a specific notation to be made on each Shop Drawing and Sample submitted to ENGINEER for review and approval of each well variation. 6.2o. ENOINFER will review and approve Shop Dmwings and Samples in accordance with the schedule of Ship Drawings and Sample submittals accepted by ENGLNE,ER asrequued M' paragn,ph29. ENGLNMR's review and approval will be only to determine if the items exwered by the submittals will, alley insmllofion car incorporation in the World- conform no the information given in the Contract Documents and be compatible with the design crmoept of the completed project as a functioning whole as indicated by the Concoct Documents. F.NCiINEER's review and approval will not extend to means methods, techniques. sequences or pracedures of eonsruction (nrcept where a particular means, method, technique, sequerwa or procedu" of construction is specifically and expressly called for by the COnraet Documents) or m safety Mentions or programs incident therein. The review and approval of a wpamtc itmm as such will not indicate approval of the assemhly in which the item functions. CONTRACTOR shall make corrections required by ENGfND•ER, and stall return the required number of corrected copies of Shop Dmwmgs and su nit as required new Samples for review mad approval. CONTRACTOR shall direct specific attention in wTitiry; to revisims other than the crrccti ma called, for by GNGENLER cm previous submittals. 627_ ENGINEER'S rctImw and approval of Shop Drawings or Samples Shull not relieve C'ON'TpACIOR from responsibility tar any variation from the requirements of the Comaret Documents unless CONTRACTOR has in "Tdmg wiled HNGINKHR'S 8ttmum to each ankh variation at the tune of submission as required In - paragraph 6.25.3 and ENGINEER has given written approval of each such variation by a specific tvrinen notation thereof incorporated in or eccompan%Ing the Shop Drawing a Sample approval; nor will any approval by ENGINEER relieve CONTRACTOR Gom responsibility for complying with the reyuircmerns of pam(_r,ph 6.25.1. 628, Where a Shop Drawing or Sample is required by the Contract Documents or the schedule of Shop I)mwing and Sample submissions accepcd by EN(;fNF.ER v requital by fraragraph 2 r), any related Work performed prior to ENG NE _R's review and approval of the pertinent submittal will he at he sole expense and espunIaNbly of CONTRACTOR. Conritu iog the Work: 629. CON"I'RACI'OR shall Cart, on the Work and adhere to the progress schedule during all disputes or disagmemcnts with OWNER. No Work shall Inc delayed Or postponed pending resolution of any disputes e disagreemems, except as perm fitted by paragraph 153 or as OIN NER and CONTRACTOR may otherwise agree in %Titin2. 63A CONTRACTOR's Genera! Manhunt). and Guarantee: 630 1. CONTRACTOR warrants and guarantees to OWNER, ENGINEER and h1NCi1NEER'S Consultants that all Work will he in accordance with the Contmct Documents and will not be defecrh!e CONTRAC'TOR's warranty, and guarantee hereunder excludes defects Or damage causer) by 6310.1. 1. abk r, modification or improper maimeturice w operation by parts other than CONTRACTOR, Subcontractors or Suppliers, w 0.30J.2. normal wear and tear under normal usage. 6302. CON'1'RAC'TOR's obligation to perform and complete the Work in accordmnce with he Contract Documents shall he ahsolutc. None of the following will constitute an acceptance of Work that is not in FJCT)OCFNF.RM. (bNlA'rOi1S 191 aA (19911 F.dtimt w� C17Y OFFORT COW 13 MCatQICATiORS iREI' � 7n7)1 sccordarux with the Contract Documents or a release of CONTRACTOR'S obligation to perl'arm the Work in accordance with the (;nramct I )ncumen[s 6 30 2A observations by ENGINEER; 6.3022. reCammendidw, of any progress or final payment by FNGINhhR, 6.3p,2.3. the issuance of a certificate of Substantial Completion or any payment by OWNER to CONTRACTOR under the Cow,a t Documents: 630.2 4 use or occupancy of the Work Or any Pan thereof by OWNER, 6,30.2.5 any acceptance by OWNER or anv failm a to do so, 6.30.16 any review and approval of a Shup Ihusving or Sample submittal Or the issuance of a notice of eaceptabiliu try R4GI1NEER pursuant to paragraph 14, 13, 6 3023. any mslxcurrt tst or approval by others; or 639 2.8 any eorrecu m of ot fecrire Work by OWNER l ilmnifcnrim: 631 To the fullest axtem permitted by Laws and ReilUlations, CONTRACTOR shall indmnify and hold harmless O11'NHR, ENCI INEE''R ENGINEHR's Consultants and the officers, directors, employees. agents and other consultants of each and any of them from and aaairst all claims, costs, losses and damages (including, hat not limited to, all fees and charges of engineers arclutcCm attorneys and other professionals and all court or arbitration or other dispute resolution costs) caused by. mtsug out of'" resulting from the perfirmance of the Work, provided that any such claim, cost loss or damage. (I) is attributable to bodily injury. MCkness, disease or death, or to injury to Or destruction of tangible property (otter Qum the Work trself), including the loss of use resulting therefrom, and (ii) is caused in whole or in pan by any negligent act or animion of CONTRACTOR am• Subcontractor, any Supplier, any person or crstanimtion directly or inducctly employed by am of them to perform or furnish an)' of die Work or anyone for whose acts awry, of them may be liable, regardless of whether or not caused in pan by any neghg,,,c or emission of a person or amity indemnified hereunder or whether liability is imposed Upon such indemnilied party by Laws arJ Regulations reganllew of the negligence of any such person or ennn. 632 In any and all claims against OWNHR cr ENGENEGR or any of their respective consuftent% agenm officers, directors or cart by any employee (or the survivor or persorml representative of such employee) of C ONI'RACTOR, any Subcontractor, any Supplier, any person or organization directly or Indirectly emploved by 17 any of them to perform or furnish any of the Work err anymm for whose acts any of them may he liable. the indemnification obligation under paragraph 031 shall not he limited many way by any limttsuon on the amount or type of damages, compensation or benefits payable by or !or CONTRACTOR or any such.Suhcontruclor, Supplier or carter person w organization under workers' compensation acts. disability benefit ads or other employee bern:fn acLs. 633. The indemnification obligations of CONTRACTOR Larder paragaph 631 shall not extend to the liability (if ENGINEER and ENGINEER's Consulmnts. officers, directors, employees or agents caused by the Irofessional negligence. errors or out issums of any of them. Survival ofONigatiwts., 6.34. :U representations, indemnifications, w'artudws and auarantees made in, required by err given in accordance with the Ctmuad Documents, tvi well as all wntinu, obligations in", tei in the Comma Documents, will survive feral puynara• completion and acceptance of the Work and termination or completion of the Algreement. ARTICLE 7--OTHER WORK Related Work N Site. 7.1. OWINMR may pert -oat other work related to the Project at the site by OWNER's own forces or let other direct contracts therefor which shall contain General Conditions similar to these• or have other work performed by utility, owners. If'the fact that such other work is to be performed was not noted in the Contract Documents. then: (i) written notice thereof will be given oo CONTRACTOR prior to starting any such other work and (u)CONTRACTOR may make a claim therefor as provided in Articles I I and 12 if CONTRA( -TOR believes that such performance will involve additional expense to CONTRACTOR nr requires additional time and the parties are unable to agree as in the amount or celena thereof T2. CONTRACTOR shall afford each other contractor who is a party to such a direct cleared and each uldiry owner (and OWNER if OWNER is performing the additional week with OWNER's employees) proper and safe access In the site and it reasonable opportunity for the introduction and storage of materials and equipment and the aeati +n of such other work and shall properly connect and coordinate the Work with theirs Unleas otherwise provided in the Contract Documents, CONTRACTOR shall do all cutting fitting and patching of the Work that may be required to make its several pees come together properly and integrate with such other work. CONTRACTOR shall act endanger any work of others by atlm& exssvating or othereow altennit their work and will only cut ar alter their work with the written consent of FNGINHNR and the others whore work will he affected. The duties and responsibilities of CONTRAC70K under this paragraph are for the benefit of such utility owners and other contractors to the euem that there are compambl, 51C , F.N'FA LCONrA ti ON. 19104119" G3411u 18 wv e1TV OF FORT COLLIN's M04ffICA nONS(REV 41,11)I provisions for the benefit of CONTRACTOR in said direct contracts between OWNER and such utility owners and other contractors. 7.3. If the proper esoctwion or results of 311y pan of CON'rRACTOR's Work depends upon work performed by others under this :Article 7, CONTRACTOR shall inspect such other week and promptly report to ENGINEER in writing any delays_ defects ar deficiencies in such other work that render d unavadable or unsuitable for the proper execution and results of CONTRACTOR'S Work. CONTRACTOR's failure tau to report will co steuto an acceptance of such other work as fit and proper for integration with CONI'RACT'OR's Work except for latent or nonapparem defees and deficiencies as such other work. Coarrbnation: 74. if OWN-LR contracts with others for the performance of other work on the Project at the site, the foUdming will be set forth in Supplementary Conditions_ 7A.I. the parson Cum or corporation who will have authority and responsibility far coordination of the activities among the various prime contractors will he idenuf ed', 7.4,2 the specific mnttors to he coccred by such authaerry and responsibility will be itemized. and 7.4.3, the cxtem of such authority and respons.bllitieswill be provided. [unless otherwise provided in the Supplementary Cnrxiticns- OWNER shall harc sole authority and responsibility in respect of such coordination. ARTICLE 8—OWNER'S REWONSIBH,ITIES 3.1 Except as ohenvise provided to these General Conditiors. OWNER shell issue all communications to CONTRACTOR through ENGINT-ElL 82. In catt of ternmation of the employment of ENGINEER, OWNER shall appoint an crrgirum ageinst whose starts under the Contract Documents shall he that of the former ENOWHER. 8.3. OWNER shall loutish the dam required of OWNER under the Contract Documents promptly and shall make payments tc CONTRACTOR promptly when they are due as provided in paragraphs 14A and 14. 13. 8A. O14iNER's duties in respect of providing lands and casements and pro+ideng engineering stayeys to establish reference pouts are wt forth in Pa rep and 4.4. Pmazraph4.2 refers to OWNFR's identifying and making avadablc to CONTRACTOR copies of reports of explorations and tests of subsurface conditions at the sit, and drawings of physical conditions in existing structures at or cvmibnumts to the site that have been utilized by ETIG INFER mprepanng the Contrail Documents. and maintaining isibili tv- myj property inwuance. are set S,ti. OWNER is obligated to c7;ecute Change Orders as indicated in paragraph 10 4 9.7. OWNER's respansibilnv in respect or certain inspections, tests and approval, is set forth in paragraph 13.4 8.8, In connection with OWNE,'R's right to stop Work or suspend W'orkk see paragraphs 13.1(1 and 15.1. Paragraph lip duals with OWNE.R'a right to terminate services of CONTRACTOR under cer am m:urn Lances. 8.9. The OW\ -ER skill not supervise, direct ear have control or authority over, nor be responsible fir, CONTRACTOR', mean& methods, techniques sequences or procedures of construction or the safetprecautions and programs incident thereto, a for 'art, failure of CONTRACTOR to comply with laws and Regulations applicable N the famishing or ppertormarxe of the Work. OWNER will not Ix rnsponsiftk for CON'I'RACTOR's failure to perform or furnish the Work in acmrdamc with the Contract Documents. 'Ut'"Aos.--�pO'Bs, PsettoleumMazardous µt-tit-un'aisseklsvoi Rarivaetive Materials ancened or rrvrnlnl at the site is set forth in paragraph 4 - 8.11. If and to the estent OWNER has screed to furnish O 9; CTn -ssaiahlv maddrisse--thx4--.Gww .I B nutnevu"x ^+�'�,—.ems n dx Sup]>Izmentary conditions. ARTICLE 9—ENGINEER'S STATUS DURFING CONSTRUCTION OlVVF_R'e Reprerenrufive: 91 fiNOINE.ER will be OWNFR's representative during the construction period. The duties and responsibilities and die limitations of authority of GNGINTER as O\VNER's representative during mistmaim are set forth in the Contract Docuntertts and shall not be exlemded without written consent of 01§7NER and ENGINEER I rota n Sire: 9.2. HN(I NF'b'R will make visus to the sec at intervals appropriate to the various singes of amstrunion as HNGINHF:R deems neccesmv, in order to observe as an experienced and qualified design professional the progress FJCTV GIo4iRAI. COW MONN 1910R t 1990 F,Ya,nt w CITY OF FORT O"LLliv9 MC{rFlCATIONS 1REy a 700)1 that has been mark and the quality of the various aspects Of ('ONTRACTOR's executed Work Based on information obtained during such visits and observations. ENGINEER mill endeavor for the henctit of OWNFR to determmq in general, if the Work is proceeding in ow0rdartce with the Cnnraea Documents. LNGINEER will not be required to make exhaustive or contirmous or,_ sit, inspections to check the quality or quantity of the Work ENGINEETs efforts will be directed toward providing for OWNER a p'ealer degree u(cnnfidem;c that the completed Work will wrdumn gemmlly to the Contrail Ihxummts. On the basis of such visits and on - site observation& F1'GINHHR will keep OWNER infutmed of the progress of the Wort: sad will endeavor to guard Oµ'Nf,'R against 6rfecrive Work. ENGINF'HR'.s visits and on -site olsecvatium are sublets to all the limitations on ENGINFFR's authority and responsibility set forth m paragraph 9.. 13_ anei particulariv, but without hmitutim during a' as a result of ENGINEER, on -sae Visits or 066ervatians of CONTRACTOR's iVok ENGW6ER will not supervise direxn, control ev have authoriy over tr be responsible for CONTRACTOR', means, methods, techniques, sega,w, % T,,,,dures of construction Or the sad:q precautions and programs incident thereto, or for any failure ot'CONTRACTOR In wmply with Laws and Regulatios applicahle to the Fumtsis rig Orperfnlmanee of the Work Project Repn nrurive. 9,3 If OWNER and F.NGfNEFR agree, ENGINT.FR will furnish a Resident Project Repccxnmtive to ASSIST LNGWGLR in providing more cmtiwous observation of the I%ork The responsibilities and amhority and limitations thereon of any such Resident project Representative and assismms will be as provided in paragraphs 9,3 and 9.13 (-enditiere of these (irneral Cnrditxs . designates another representative or agent to represent OWNER at the .site who is not h:NG1NHER's Consultant, agent Or employee, the fe,POR,lblllbt, and authority and limitations thereon of such Other person will be as provided in thksitrp.pkmeMm7`fendit+ens paragraph 9 T of these General Conditions If the ENOMER fumshes a_Remdem I (RPR) or .other 93 1.:.. 7hz Repfc34nta43Ss tkglirn�+s in. matters pmaining to the on cite work. will, in general, be with the WMEER And CONTRACTOR But, the P4Xes9J%1J L%T, wilLbceP the.SZI�7f..R_.properly advised smut such _matters._ Thc_Representative dealinns with suhcor Proctors wort oN be throe s r wilh_IIx _fu11_knoy'Nu. andapprovalof the CONTRACTOR _... 9.3=_Wtics and Res onsibititics._ Rcpresenratv_c will 93.2.1 Sehedulks - Review the nr s 19 abet~ to 9ryt •h^ srhedulc pr o" by the CONI'RAC'fOR oral consult with the FNC INFER concern ne aeaptahilin o s ^ ^ CatF re-1 and Mating - Attend meeting__wuh th-e CONTRACTOR such m prgoottsTl"'tion cQ4;cr€nM,. Pro_C*s IneelmV and_ ether_ 3ph tutferenees a prepare and eiteulate cool«_4f tninut« oI' meetings. 9.3 '.3. Liaison 93131 Save m ENGINEER'S liaison with CONTRACTOR wahine Mira: sully throu¢h <'ON TRACfUR'S mpontendem to avid tkCONTRICTOR m wwerslandug the-Contrad Documents, o i ^ 3 ^ Assumobtagune from OWNER addltiunal_dStails_. er. infomlgricm when rerlpired for M mar eaaution of the Work 93'33 Advise the FNGIN'EER and C'l7NTRACTUK of the WMMC MMt of any Work rertui Shop Urawine r ale $jbm - it NU submission has not Fees ff7gved by the FNU1NhhK 9,3 ,^.,4, Reviet_v_ of. Work, Redet'tign of Detective Work ImMurns arid - Tests - 9 3 4.1 Conduct on -site olxervations of the WorE_inprcgrss to assislth. b1i-'�GfM?LR in &krni num that the Work is mccedatn -n aaMdance with the Contract Documents H 3.24' i Ac omrvanv vision¢ Inspectors mpresentine puhlie or other agencies having iu^isdldim over the pnj t mo re cite of thew l %vaigm .wid report to the ENGINEER. 93.`...5„ Imcm4tation_. of .. Contract Ptxumenls Report to ENGINEER when clarifications and utt moons of the Ctuttracl Documents are needed arrd tralISrtt-It .tc CONTRA(" R clarifIcaboo and loterprdauon of the Contra t D gzricnty as usuW by the FMANF.ER. 9.3,2.6. Moditicauons, Consider and volume COi`iTRACpORS suas`stions for F.JC'DCCVF:NFA.N. CUhTAllOAls IYI liF (19YU E,IUUU -tr w�CIWOFFeRTCOL[IM.UCDtniAnONSIREy Jn.00M mudirlution in Dnwin¢s Saeificati m; and rennrt thec reeommendetrons to FNGINFhR. aammit m ( NI'Re\CTOR decisions tcsucd..hY theh'NGIN-FER. 9,3 .'!R«orris 9:3._17.3 Recordnames, addresses._atui telephone .nCrmhrs of )IU t ON'fR.4CTORJ ntbmntrxdws aml major suppliers ot'aauinmwt and ntatenals. H 118 S Reports I Famish ENGINNER periodic ICpnrtA fee l of 21C MOalym of the Workand, -of -Me IX)NTRACTOR'S canplialrz_ with the..proQress xhedule.ON schedule_ of shop Drawing and sample aul+mmals. 932.5.1, Careult_with r..NGFNUG,R in Wvmr f sched liras Maier tests. insaccums or start of rriorc nt phases of the Work H 1 ' N .3. Dml, proposed ('hare C lyders d Work Di 'vc ('hA o� nhtain'p�; back9R material from 1he CONT?L1C'COR and recommend w _F.NGINEFR_ Change (brierst4odt Directive. t'harges.. and [eli orders 93284 Report mrmehately It, I N,NLER and OWNER The mct_vrence of all, ac acciJrnt. H.3 2.9. I'aymem Rewm Revitw annhcaticros far e t - CNI'RACTUR f comolianca wl the ,. estabhsMd _pruccd4rc .for their abm-onion anA forward with recanmerdation to 11VGINL•ER olir�a oari tdarly the relati ruhi C the dnymestt r quested m the wheckile of values w•osk completed and material., and uIxn'ra deLvered_at the site nut nor tta:rappraLod in_thc 2 __ 9 3 Z IQ- Completion„ 9,32 i(r I, Clelbre.. GNGiNEGR issues a Certificate of Substantial ('empletiury submit W CONTRACTOR a list Of observed items DMILLa'm^ YTCQUIM or completion. 93.2.lu?. Cuiduct fowl ms2LyjIm in the 29111 ttv of the ENCINFFR OWNER d C0IVT,ACTO7.R_ msI_fr items thcYdxpreo _Inai list of ompleed9.3'-,lQ 3. OFnerve that all items on the finallast have beenptxreyted or completed and make reetmmendations to EiGWEER cmcerrurg acceptance_ 9.3.3. Limitation of Authomr The Rev osrntati :hall rant. 9.3.3.1. Authorix. any art devmt_irnu _ _ _ from the nts Cora'aet Documeace . t ray substitute matermis nr equlpmenl undess authonztd by the ENGINEER. 21,31 _.. _4rs _GNQ.gJJER'S --Exceed lino u of authprityas set forth in the Contract Dgcfmrems. 9333 Lnderake a v of the resvoruiblities ttl the CONTRACTOri SUbocarructors, or CONIRAC"IOR•Ssnpe ntendent 9334 Advise on or isstic directions lati c 4r_ or assume mnY I ovally •ct of the meatx methods, tcchmques_ sequences or prNeChues for _wluttusuon upless . sy_c_h js specifically called lot in the Contract_sccuments. 9.3 M. Advise on or issue directions .:.. rtGatr_tirg_ or assume control over relen. Zccauuuns rd o era n tions with 6 L xk 23.3.6. Accpt Shnlr_Ihawmas or ,Mlc submittals from an)one_ Uher than the CONTRACTOR. 9.3.3.7. Authon7t OWNFR to occupy the Wrxk in_whole or in, part, 9335___ Participate in ._specialized_ field_ or laboramry tests o ondu tied by others cecept. as._specAf,caAK _. sulhoroeed by .the ENGINFER. -.. CTarifrcadans and Interfrremdanr: 9.4 FNGINEFR will issue with reasonable prompmess such written clarifications or rrtcrretancon of the Frew CIRNhIea, cnrarnnonc t 9 t ma n vat ean,.0 w� (7TY CtFFi�RT COLL1hS �1Ci16TCT'ru:\.S iREt' a.'tOn)1 requirements of the Contract L8ltumcnts tin the form of I)mwings Ce otherwise) as ENGINiHR may determine necessary, which shall he consistent with the intent of and reasonably inferable from the Contract Documents. Such written clarifications and interpretations will be binding on OA\NER and CONTRACTOR If m"NER or CONTRACTOR believes that a written edmification or interpretation justifies an adjustment in the Contract Rice or the Contract Times and the parties are unable W agree W the amount or extent thereo[ if airy•, OWNER or CONTRACTOR may make a "ilea claim therclim as pro Wed in Article 11 or Article 12, Authorized I'ariadans in Work: 9.5. ENGUEER may authrorim minor varlmiom in the Work from the requirements of the ('ormacl Documents which do not Twelve an ediumment in the Contract Price or the Contract Times and are compatible with the design concept of the completed Prated its a functioning whole as indicated by the Contract Documents These may be accomplished In, a Field Order and will he binding en OWNER and also on CONTRACTOR who shall perform the Work involved promptly if OXVNH:R or CONTRACTOR believes that a Field Order justifies an adjustment in the Contract Price or the Contract Times and the Parties are unable in agree as W the amount or event thereof OWNER or CONTRACTOR ran), make a written claim thereftx as Provided in Article 11 or 12 Rejecting Defective N,ork 9.6. ENIGII4HER tvdl have authoriiy, to disapprove Y reject Work which LTIGINGER believes to be 4fecln, art that ENGINEER helwves will not produce m completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the aimp4Ad Project as a functioning whole as indicated by the Contract Documcnn, HNGINHF.R will also have authority to require special inspection or testing of the Work as provided in paragraph 1319 whether or no, the Work Is lubricated, installed or comri eted. Shap Drawings. Change Orders andPataeents: 9.7 In connection with ENGLNEM. s authwirs as W Shop Drawings a d! Samples. — paragraphs 6.24 through 6.28 incluswc. 9.N In connection with FNGJNFH.R's authority as to Change Orders, we Articles I (r, 11. and 12. 99 In connection with EIVCIN .FwRs authority as re Applications for Payment, sec Article 14, Determinations for Unit Pricey 9.I0 HNCIMRR will determine the actual quantities and classificetiens of Unit Rice Work performed by CON't'RAC 'I OR. tNGINEHR will review with CONTRACTOR the ENGINEF.R's preliminary determinations on such matters before rendering a written decision thereon fbv meommerdation of an Application 21 for Payment in otherwise). ENGINIM's written decision thereon will be final and binding upon OWNER and CONTRACTOR, unless, within ten days After the date of any such decision, either OWNER of CONTRACTOR delivers to the other and to ENGINEER written notice of intention to apptstl from ENGINEER'S decision and (i) an appeal from EtNGINEER'.s deama is taken within the time limns and in acecadame with the procedures set forth in Esltibit GC -A, "Dispute Resolution Agreement'. entered Atte between OWNER Ant CONTRACTOR pursuant to Article I6. or (it) if no such Dispute Resolution Agreement has been entered im" a formal proceet4rg is instituted by the appealing party in a forum of competent jurisdiction to t2caC se such rights or remedies as the appealing party may have with respect to ENGfNF.ER's decision unless otherwise agreed in wring by OWNER and CONTRACMR. Such appeal will rat he subject to the procedures of pmagraph 9.11 Decisions on Disputes: 9.11. ENGINEER will be the initial interpreter of the requirements of the Contract Documents and judge of the Acceptability of the Work thereunder. Claims, disputes and other matters relating to the acceptability of the Work or the interpretation of the requirements of the Contract Documents permuting to the perrnrmance and furnishing of the Work and claims under Articles 11 And 12 in rtsNo of changes in the Contract Price or Contract Tines will be reterrcd initially to ENGINEER in writing with a request for a foetal decision in accordance with this paragraph. Written notice of ermh such chin, dispute or tither matter will be delivered by the claimant to DQ'GINEER and the ,her party to the Agreement promptly (but in no event later than thirty days) after the span of the uaumrnxx a event giving rise thereto, and wnten wpponing dam will be submitted to ENGINEER And the other pang within sixty days Airier the Stan of such Occurrence or event unless ENGINEER allows an additional period of time for the suhmission of additional or more accurate data in support of such claim, dispw a ,her matter. The opp wme Party shall submit any respamsc to ENGINEER and the claimant within thirty days; after receipt of the claimam's last submittal fundess ENGINEER allows additional tune). DJGINEER will raider a formal decision in writing within thirty days after mceipt of the opposrng partys submittal, if any, in accordance with this paragraph ENGINMRS written dmism on such claim, dispute a other matter will be final and binding upon OWNER and CONTRACTOR tmlecc (i) an appeal from BNGfNEER's decision is taken within the time limits and in accordance with the procedures set forth in GYIIIEIT GC -A, "Dispute Resalutinht:\grcemau', entered Anti baween OWNER Add CONTRACTOR pursuant to Article 16. a (it) if no such Dispute Resolution Agreement has been entered into, a written notice or intention to appeal from LN'GLNIiERs written decision is delivered by OWNER or CONTRACTOR to the other And to [NGINEIR2 within thin), days after the elute of such decision and a formal proceeding is instituted by the appealing party in a faum of competent jurisdiction to exercise such rights or remedies :rs the Appealing part), may have with respect to such claim: dispute a other matter in accordance with applicable laws and Regulations within sLvty days Of the date of such EfCDCGFD R.LL COMHTIOAIR 1910411990F.t61itn) 12 tw OTY OFFCtRT CCOLLIMMODHICAT10M(REV4C000) deciaim, unless otherwise agreed An writing by OWNER and CONTRACTOR 9 12. When functioning as interpreter and Judge undx pamgraphs9.10 and 9.11, ENGINEER will rat show iility to OWNER tin CONTRACTOR tend will not be liable in connection with any iaegxemtion or decision rendered in goer) faith in such cap arty. ncc rendering of a decision by ENGINEER Patrician to Paragraphs 9.11) a 9.11 with respect to any such claim, dispute or other matter (except any which have been waived by the making or Acceptance of fowl payment as provided in paragraph 14_15) will be a condition precedent to any etem se by OWNER a CON 'f RACI'OR of such rights or remedies as atbcr may otherwise have under the Contract Documents a by Laws or Regulations in respect of any such claim, dispute or other malter�' t 9,13. Limiraians on ENGINEER's Aurharrh, anti ResponsidQriesr 913.1 Neither GNGINEC•R's Authority cT responsibility under this Article 9 or under any other provision of the Contract Documents nor any decision made by ENGINEER in good faith either to exercise or not exercise such authority or responsibility or the undertaking careise or performance or am authonty ,it ruspansihility by h'NOINF.'F:R shall create, impose or gito Any duty Owed by ENGINEER to CONTRACTve rise OR any Subcontractor, am Supplier, any other parson m organization, or to arp' surety for or anployee or agent of any of there. 9. 132 ENGINEER will no supervise, direct, wood or have authority over or be responsible for CONTRAC'I'OR's meant. methods, techniques, sequences or Procedures of cons Wction or the safety pmeauti ins and programs incident thereto. or Gx am failure of CONTRACTOR to comply with Lines and Regulations appheahle to the famishing or pet'tonnance of the Work. ENGINEER will not be responsible for CONTRACTOR'., failure to patwm or furnish the Work in accordance with the Cornet Documents. 9.13.3. ENGINEER will trot be responsible for the Acts m omissions of CONTRACTOR or of any Subcontractor, any Supplier. a of any other person or organization perforntina or famishing any of the Work 9.13.4, ENGINEER'S review of the final Application for Payment and Accompanying dtsmmartation and all maintenance and Operant instructions, schedules, guarantees. Bonds and catihcams of inspection, tests and Approvals and other documentation required it, be delivered by paragraph 14. 12 will only be to determine generally that their current complies with the requiements of, and in the terse of ctnifientes of inspections, tests and approvals that the results earthed indicate compliance with, the Contract Documcns 9.13.5 The tinhitauons upon AuthOtAY and