Loading...
HomeMy WebLinkAbout267431 NORTHSTAR CONCRETE INC - CONTRACT - BID - 7509 CONCRETE MAINTENANCE PROJECT PHASE IICity of s /�`'F6rt Collins �� Purchasing SPECIFICATIONS AND Financial Se" ices Purchasing Dkision 215 S. Miason St. 2e° Floor PO Box 580 Fort Collins, CO 80522 970.221.6775 970.221.6707 fcgor.com/purchasing CONTRACT DOCUMENTS FOR CONCRETE MAINTENANCE PROJECT PHASE II BID NO. 7509 PURCHASING DIVISION 215 NORTH MASON STREET, 2ND FLOOR, FORT COLLINS May 21, 2013 — 3:00 P.M. (OUR CLOCK) SECTION 00020 INVITATION TO BID Date: April 29, 2013 Sealed Bids will be received by the City of Fort Collins (hereinafter referred to as OWNER), at the office of the Purchasing Division, 3:00 P.M., our clock, on May 21, 2013,"for the Concrete Maintenance Project Phase II; BID NO. 7509. If delivered, they are to be delivered to 215 North Mason Street, 2nd Floor, Fort Collins, Colorado, 80524. If mailed, the mailing address is P. O. Box 580, Fort Collins, CO 80522-0580. At said place and time, and promptly thereafter, all Bids that have been duly received will be publicly opened and read aloud. The Contract Documents provide for the construction of Bid 7509. The Work shall consist of the removal and/or installation of concrete curbs, gutters, sidewalks, crosspans, aprons, drive approaches, inlets, concrete pavement, and pedestrian access ramps and placement of temporary asphalt patching adjacent to new concrete on designated streets in the City of Fort Collins. Related traffic control is also included. All Bids must be in accordance with the Contract Documents on file with the City of Fort Collins, 215 North Mason St., 2nd floor, Fort Collins, Colorado 80524. The City encourages all disadvantaged business enterprises to submit bid in response to all • invitations and will not be discriminated against on the grounds of race, color, national origin. A prebid conference and job walk with representatives of prospective Bidders will be held at 10:00 AM, on May 10, 2013, in Conference Room 2A at 215 N Mason Street, Fort Collins. Prospective Bidders are invited to present their questions relative to this Bid proposal at this meeting. The Contract Documents and Construction Drawings may be examined online at: o City of Fort Collins BuySpeed: https://ww-w.fcgov.com/eprocurement Bids will be received as set forth in the Bidding Documents The Work is expected to be commenced within the time as required by Section 2.3 of General Conditions. Substantial Completion of the Work is required as specified in the Agreement. The successful Bidder will be required to furnish a Performance Bond and a Payment Bond guaranteeing faithful performance and the payment of all bills and obligations arising from the performance of the Contract. No Bid may be withdrawn within a period of forty-five (45) days after the date fixed for opening Bids. The OWNER reserves the right to reject any and all Bids, and to waive any informalities and irregularities therein. 0 • 0 ENGINEER notina p irticulri ly the relationship of requirements the payment regtiested to the schedule of values. Dratvmgs or work completed and materials and equipment necessary. wl delivered at -the site but not incorporated in the reasonably.'ir Work.. written clarif 93:2:10.=Completion: 9:33:10.1. Before ENIGRNEE•R issues 'a Certificate of Substamial Completion submit to.CONTRACTOR_:a list of olserved items reiiu wind correctiorrdreompletion. 9.3,2.10,2. Conduct final inspection in the compgiiy.of.the ENGINEER, OWNER and CONTRACTOR and -prepare a final list of items to be corrected or con -meted. 93.210.3. .Observe that all items on the final list have been corrected or,completed and male recommendations .to ENGINEER concernin> acceptance. 93.3. Limitation or Authority: The Renresentative shall not: 9.3.3.1; Authorize any deviations_ from the Contract Documents or -accept any sulstautc materials or equipment, unless -authorized by the, ENGINEER, 9.3.3,2. Exceed limitations of ENGINEFR'S authority asset forth in the Contract Documents. - 9.3.3:3. Undcrtikeany;nf tic resptinsihilitics. of the CONTRACTOR, Subcontractors or CONTRACTOR'S superintendent. 9"3 3 4 Advise on: or issue directions-relatit`c lg or assume control over tmy_aspejq or the means, methods; or ixocedures for construction unless such is �ecifically-called for in the Contract Documents. 0.3.3.5. Advise on - or issue directions regarding or assume control over safety precautions and to ants in connections with the. Work. 9.3.3.6. Accept .Shoo Drawinms or -sample submittals front anyone other -than the CONTRACTOR 9.137. Authorize MWER to cecuoy the Work in whole or in 9.3.3.8. Participate in specialized field or labormorvaesls or ihswclioris conducted lw others except as - sT=ificilly authorized by the ENGINEER. Clarifications raid interpretations: 9.4. ENGINEER will issue with reasonable promptness such written clarifications or inierpretatlons of the. EJCDc GEr.ikR colibi 1omsj910-s(1i99 Echtim) wici ry or• FoRT ootl.tiZS nlolitlhcano:vs (REV 4170M) as Authorised iYariations in,ll'ark: of written ,clarification or .nt in the Contract Price ties are unable to agree f, if 'any; OWNER or rittenc]•aint therefor as ,INF ,R may authorize minor variations in from the requirements of the Contract which.do.not involve an adj)ustmcnt:in -the cc or the ContradTimes and are. compatible sign, concept of the completed Project as a whole as, indicated by the 'Contract These may- he aixornpltshed,by a Field larder Ix; binding 'on OWNER < and also on fOR who shall perform ;the ,Work involved therefor as provigecl in Article I I or 1. Rejecting, Defective IV6?k 9.6. hNGINEGR will,have authority to disipprove,or reject Work whichlWGTNFER believes to be defective, or that ENGINEER believes will not produce a completed project1'that cohfprins'to the Contract Documents or that will prejudice, the integrity of the design concept of the completed Project as'a functioning whole as indicated by the. Contract Documents. ENGINEER will also have authority ,to requirespecial inspection or testing of.ihe Work,es provided'in paragraph 13.9, whether or not the Work -'is fnbncated, instilltd'or completed. Shop Drawings, Change Orders add Paj nienfs: 9.7. In connection with ENGINEER'S authoiny. as to Shop Dr twin s and Samples, see paragraphs 6.24 through 628 inclusive: 9.5. In conn&tion with ENGINTEER's authority as to Change Orders; see Articles 10,11, and 12. 9.9. In connection with ENGIINEER's authority as to Applications for Niymtm'saa'tlrticic 14. - Determinations for licit Prices: 9.10:. ENGINEER will determine the actual quantities and classifications of Unit Price Work performer) by CONTRACTOR. ENGINEER will, review with CnN'1'RAcrbR the ENGINEER'S preliminaq determinations'onsuch matters before rendering.a written decision thereon (hy recommendation- of an 'Application .21 for Payment or otherwise). ENGINEER's ivritten decision thereon hill be final and binding upon OWNER and CONTRACTOk unless, within ten days after the date of tiny such decision, either OWNER or CONTRACTOR delivers OJlx other "and to ENGINEER written. notice of intentionto appeal from EiNGINTHER's decision'and: '(i) an appeal from EN rNE•E•R's decision is taken within the time limits and in accordance with the procedures set forth in Exhibit GC -A„ "Dispute Resolution Agreement", entered into between OWNER and CONTRACTOR pursuant to Article 16, or,(u) if no such Dispute Resolulion.Agreement has been entered into, a formal proceeding is instituted by the appealing party in it forum of competent jurisdiction to exercise such rights or remedies as the appealing party may have with respect to FNGINF.ER's decision,. unless 'otherwise agreed in •writirtg by 6 NER and CONTRACTOR Such appeal will not be subject to the procedures of paragraph 9.11. Decisions on Diwpurev: 9.11. FNGINEFR 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 pertaining to the performance and;fumishing of the Work and claims under Articles) I and 12 in respectof changes in the Contract Price or Contract Times will be referred initially to IiNGIN+EER in writing with a request for a formal decision in accordance with.thisparagmph. Written notice of each.such claim,.disputc.or other matter will be delivered by the claimant to ENGINEER and the other party to the Agreement promptly (hut in no event later than thirty days) after the start of the occurrence or event giving rise thereto, and written supporting data will Ix svbniitted to FNGINF.F,R and the oilier part}' within -sixty d I atier the start of such cccurrence orevent unless ENGINEER allows an additional period of time for the submission of additional or more accurate data in support of such claim; dispute or other matter. The opposing party shall submit any response to ENGINEER and the, claimant within thirty days after receipi of the claimant's 'list submittal (unless F.NGFKEER allows additional time). LNGIlVGER will render a formal decision in writing within thirty clays titter receipt of the opposing party s submittal, it any, in acooidance with this paragraph. ENTGI1\TER's s4itten decision on such claim. dispute or other matter will be anal and binding upon OWNER and CONTRACTOR unless: (i) an appeal from"ENGIN'EER's decision is taken within the time limits and in accordance with the procedures set forth in E.XHlBrr GC -A. "Dispute Resolution Agreement", entered into between OWNER and CONTRACTOR pursuant to Article 16, or (ii) if no such Dispute Resolution Agreement has been entered into, n written notice of intention to appeal, from ENGINEER's written decision is delivered by QItINER or CONTRACTOR to the other and io ENGINEER within thirty days after the date of such decision and a formal proceeding is instituted by the appealing party in a forum of .competent jurisdiction to e.�crcise-such rights or renicclies as the appealing party may have with respect to such'claim, dispute or other matter in accordance with applicable Laws .and :Regulations within sixty days of the date of such EJCUC rjh?,ELAL COND1n6M 1910E (1990 Edition) 77 w/CITY OFt;ORT 001,1.1 M MODIGICA'RONS iRL•V•1/2009) decision, unless otherwise agreed in writing by ONL'NER and CONTRACTOR 9.11 When functibiling as'interpreter and judge under paragraphs 910 and 9.11, ENGINEER will not show lrtintity'to OWNER or CONTRACTOR and will not Ix able in connection,with any interpretation or decision rendered in good faith in such capacity. The rendering of a decision by ENGINEER pursuant to paragraphs-9.10 or 9.11 with respect, to any such claim, dispute or other matter(aany which have Ixen waived by the making or acceptance of final payment as provided in paragmph 14.15) will be.a condition precedent to any cxerc+se'by OWNER or CONTRACTOR of such rights or remedies,as either may otherwise have wider the Contract pocuments or by Laws or Regulations,in respect of any such'clami,dispute'orothermatter-p-irsuarti-ie-. itelr-d6. 9.13. Cavitations on GA'G'IA ER's AuthoritP and Revpgn.sibilitiew: ` 9.13,1. Neither SMlGINF:ER's authority or responsibility under this Articic'9 or under an I Aler provision of the Contract Documents nor any decision made byENGINEF•R in good faith oithcr to exercise or -not axercise such authority or responsibility or the undcrtaking; "crcrcisc or performance of any authority or icspor sihility by ENGINEER sliall create, impose or give rise to any duty owed, by ENGINEER to CONTRACTOR, any Subcontractor, any Supplier, any other,person or organ.i7ation, or to any surety for or employee or agenfof any of them. 9.132. ENGINF.FR .will riot supervise, direct, control or have authority over or be responsible for CONTRACTOR's means, methods, .techniques, scyuen+ 's or praeedures "'construction, or tFirsafetj precautions and programs -incident thereto, orfoi any, failure of CONTRACTOR to comply with Lads and Regulations applicable " to the furnishing or performance of the Work. LNtGUSI=- will not be responsible for CONTRACTOR's failure to perform or fitniisli the Work in accordance with the Contract Documents, 9.13.3. ENGINEER will not be responsible for time acts or omissions.of'CONIRACTOR or of any Sulx:ontractor; smy Supplier, or or.my other person or organization performing or furnishing any of the Work. 9.13.4. ENGINEFR's review of the final Application for Payment .,and accompanying documentation and all maintenance and operating instructions, schedules, guarantees, Bonds and certificates of inspection, tests and approvals and other documentation required to be delivered by paragrapb 14.12 will only, be to determine generally.thai their content complies with the requirements of and in the case of certificates of inspections, tests and approvals that the results certified indicate :ooniplimce with the Contract Documeru& 9.13.5. The limitations upon :authoriy and 0 • • • 0 responsibility set forth in this paragraph 9.13:Shall also .apply to L•IdGII`tEER's Consultants, Resident'Projecl- 'Representative and assisutnis. ARTICLE 10—CHANGES IN THE WORK 10.1. Without invalidating the Agreement and without _notice to any surety, OWI�TGR may, at any time or from, . time to time, order additioris. deletions,or revision's in the Work. Such additions, deletions or revisions. will he authorized by a Written Amendment, a Charge Order, or a W6rk Change Directive. Upon receipt of any such dtt ument, CONTRACTOR shall promptly proceed with the Work involved which will be perforated undnr'the. applicable conditionsof the Contract Docuincots (except as otltenvise specifically provided). 10.2. If OWNER and CONTRACTOR are unable to agree as to the eaten, if any, of -an ndlustnient in the ConuacC I'ricc or anaAju"stmcnt of the b rivacC'rnins that should be allowed as,a result of a'Work Change Directive, a claim may he made therefor as provided in Article I l or Article I I 10.3. CONTRACTOR shall not lie entitled to an increase in the Contract Price or an cxTension of the Contm_ct Tunes with respect to any Work performed that is not required by the Contract Doctimerim as amendedmodified and 'supplemented as provided in paragraphs 3.5 and 3.6,cxcept. in the casc'oCan emergency as provided in paragraph 6;23 ,or in. the case of uncovering Work as provided in paragraph 13.9. 104., OWNER and CONTRACTOR shall csccute. ,'appropriate'Change.Orders recon tended by ENGINEER (or Written Amendments) ooveratg- 10 4.1. changes in the Wort which are (i)'orderzd by OWNER pursuant to paragraph 10.1; (ii) required because of acceptance of' dz/active Work :under paragraph 13.13 or correcting,dJective Work under paragraph 13.14, or (iii)'agrcQ io.by the parties; 10.42. changes in the Contract Price or Contract Times,which .ire agreed to by the parties: and 10.4.3. changes in the Contract Pricc or Contract Times which embody the substance of any written decision tendered by ENGINEER ;pursuant to paragraph 9.1 1:. provided that, in lieu of executing any such Change Order, an appeal niay be taken from any such -decision in accordance with the provisions of the Contract Documents and applicable Laws and Regulations, but during`any such appeal, CONTRACTOR shall carry on the Work and -adhere `to the progress schedule as" provided in 09 Ph 6.29. 10.5. if notice of any change affecting the general scope 'of the Work orthe provisions ofthe Contract Documents bCUC.GENERAL(.'0td1)1T16NS 1910E(1!i aEdtim) wtci or•r6lircot.irr5nlotiiricnnons Riiydn_ooa> (including, but not limited to:,Contract Price or'Coartiact Times)'is required by the provisions of any Bond to be given "to a surety, the giving of any such notice will be CONTRACTOR'S responsibility, and theamount of each applicable Bond will be adjustednccordingly. ARTICLE,11-04ANGE OFCONTRACI' PRICE 11.1. The Contract -price constitutes .the total c0111 ens uon (subject to authorized adjustments) payable to; CONTRACTOR for perfcmning the' Work, All•duties, respoitsibilnics and obligations assigned to, or undertaken by CbNTRAC:'I.OR shall heat CONTRACTOR's expense without change in'the Contract price. l l 2. The Contract Price. may only be changed by, a Change Order or by,a Written Amendment Any claim for an adjustment in the Contract Price shall be based on written ntxrce delivered by the party making the claim to the otherpony.and to ENGINEER promptly (lure in no event later than .thirty, 'days) after the. start, of the occurrene@ or eventgivtng rise to the elaim and stating the gencril nature of the cla m. Notice of the amount of the claim with supporting'data shall be delivered within sixty days after the start of'such occurrence o"r event (unless additional or more"accumie data in support, of t}ie chiiiiiij :and shall be accimtp.imzd;by.claimant's written statement that the adjustment claimed 'covers all known amounts to which the 'claimant is _entitled as 'a ,result of serial occurrence or event All' claims for adjustment in the Contract Price 'shall be 'determined by ENGfN`E-ER in accordance with paragmph9.11 :if OWNER, and COM'RACPOR, cannot otherwise agree on the amount involved. No claim for an adjustment in the Contract Price.will,be valid if submitted in accordance with this paragraph 11 11.3. The value of any Work covered by a Charge Order or of any claim for an adjustment in the Contract Price will be determined as follows: 11.3.1. where the Work involved is covered by unit prices comaImed in the .Contract Documents, by application of such "unit prices to the quantities of the items '.involved -(subject to the provisions of 33 paragraphs 1 L93 through 11.9.3, inclusive); 11.32. where the Work involved is not cohered by unit prices contained in the Contract Documents, by a gr mutually aeed payment basis, including lump sum '(which may include an allotcance for overhead and profit not necessarily in accordance with paragraph 1 L6.2)♦ 11 3.3. ,where the Work involved is not covered by unit paces contained in the Contract Docmtments 'and agreement to :a lump sum is not reached trader paragraph 11 3:2, on the basis of the Cost of the 1\%ork (determined as,provided in paragraphs 11.4 and 11.5) plus a CONTRACTOR's fee for overhead and profit (determined as provided in paragraph 11,6). Cost of r/ie Il'nrk: 11.4. The term Cast of the Work means the sum of all costs necessarily incurred and paid by CONTRACTOR in the proper performance of the Work, pscept as otherwise may he agreed to"in writing by OWNER. such casts shall he in amounts no higher than those prevailing in the locality of the Project, shall include only the, following items and shall not include any of the cost itemized in paragraph 11.5: 11A.I.Payroll costs for employees in the direct employ of CON"TRACTOR in the performance of tic Work under schedules of job classifianions� agreed upon by OWNER and CONMACTOR. Such employees shall include without limitation superintendents, foremen .and other, personnel employed full-time at .the site. Payroll costs for employees not employed full-time.on the Work shall be apportioned at the basis oftheir time spent on the Work:. Payroll ccists shall lneiude. ten -not be dim iced to• s.danes and wages plus the cost of fringe benefits' which shall includc social security contributions, unemployment, excise arid. payroll tads; workers compensation, health and -retirement benefits;;bonuses; siv�k-leave: vaeatiortttnd-holiday-pay applicaile thereto. The expenses of performing Rork after regular working hours, on Saturday, Sunday or legal holidays, shall be.included in the above to the eiaem-authorized byOxvl\ •R: 1 L4,2.'Cost of all materials; and equipment furnished End 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. 01VNER deposits funds, with CONTRACTOR with which to make 'payments, in which case the cash discounts shall earue to OWNER. All trade discounts, rebates Anil refunds and returns from sale. of surplus materials and equipment shall accrue to OWNER, and CONTPAUfOR shall make provisions so that they may be obtained 11.4.3. payments made- by CONrfRACTOR to the Subcontractors for Work performed or furnished by Subcontractors. If required by bWNER, EXI)CcENIRALCONDlUms 1910S (1991 edition) 24 w/CITY OF FORT WLLINS moDIFICAT16Ns(RL'V4Roo0) CONTRACTOR shall obtain competitive, bids from Subcontractors accepiablz .to OWNER and CONTRACTOR and shall deliver such bias to OW MIM who will then determine, with the' advice of ENGrNEER, which bids, if an),: will bc:'accep(al. If nay subcontract provides thatlhc Subcontractor is to lie paid on the basis of Cost of the Work plus a fee, the Subcommctoes Cost of the Work and fee shall be determined in the same manner as CONTRACTOR's Cost ,of the Work and fee as provided in paragraphs 11.4 11:5, 11.6 `and 11.7. All subeontntcts shall be'subjeet to the other provisions of the Contract Documems insofar as. applicable. 11.4.4. Costs of special consultants (including but not limited to cngincers, architects; testing laboim6iies, surveyors, attorneys and accountants) employed for services specifically related to the Work. 11.43. Supplemental costs including the following L4.5.1. The proportion of necessary transportation, travel and subsistence expenses of CONI'RACTOR's employes incurred in discharge of duties connected with the Work. 11.4.5:2. Cost, including transportation and maintenance, of all materials, supplies, equipment, machinery, appliances, office and temporary facilities in the site and hand tools not owned by the workers, which arc'consumed in the performance at' die Work, and cost less market value of such items used but not consumed which remain the property ofCOArfRACTOR: 114,5.3. Rentals of all construction equiplucht and machinery 'and the pins thereof' whether rented from-CONriRAC'TOR or others in accordance with rental agreements approved by OWNT-R with the advice of ENGEs.RIR; and the costs of transportation, loading, unloading; installation. dismantling and renmovm thereof —all in - accordance with terms of said rental agreements. The rental of'ariy such equipment, machinery or parts shall cease when the use thereof is no longer necessary for the Work, 11.4.5.4. Sales; consumer, use or similar takes related to the Rork and Tor. which CONrrRACTOR is liable, imposed by Laws'and Regulations. 11.4.5.5. Deposits lost for causes outer than negligence of CONTRACTOR, any Subcontractor or anyone directly or indirectly employed by arty of them or for whose acts any of them may be liable, and royalty payanents and fees .for permits and licenses. 11.4.5.6. Losses and damages (and related exT,cnses) caused by damage io the Work, not compensated by.insurance or otherwise, sustained by CONTRACTOR in connection with the 0 0 performance and I shing of the losses,anci damages wathinthe;cledt of property insurance established t accordance with pamgraph,59), hair resulted from. causes ot� negligence of 'CONI'RAC Subcontractor, or anyone -directly employed, by any of them or for wh them maybe liable.-. Such fosse: settlements made wath the writte approval of OMMRt No such I and e.�perlses shall'be included in i Work .for the Pianixse of 'fork (except 11.5.5. Costs due to the negligence. of ible,amounts CONTRACTOR, `any Subcontractor; or anyone OWNER in directly,or indirectly employed by any of them or for -ovicled -they whose ads any of them may, be liable, including but i than die not 'limitnd to, the' correction of clefertire lyork OR,_ any disposal of materials or equipment wrongly supplied or 'indirectly and maknig goiod anydamage t6 property. ;a acts am- of shall incfude 11:5.6 Other overhead or general cxpense costs of consent and ' any kind and the. costs of.any iteni'nocspecifically and ses,.'da rages expressly included. in, paragraph 151A CONTRACTOR's fee. 1L however, any such loss or damnge requires reconstruction and CONTRACTOR is placed in eharge- thereol; CONTRACTOR shall be paid for services a fee proportionate, to that stated in psrragraph 1.1.6.2. 11.4.5.7. The con of utilities; fuel and sanitary, facilities at the site. 11,4.5,5.. Minor expenses such as telegrams, long distance telephone calls, telephone service at thc'sitc, expressage and similar petty cash items in connection with the Work. 11.4.5.9. Cast of premiums for additional Bonds' and insurance required because of changes in the; Work. 11.5. The ten_ t.Cost of the Work shall not incltidc,anyof the following: 11.:5.1. Payroll casts and • of (of pers, chrks and other personnel RACTOR whether at the site or in principal or a branch L)Mce, for n of the Work and n6t,specifically agreed upon. schedule of .job red to in paragraph 11.4.1 'or by paragmph 1 1.4.4 all of which admitustrative costs covered by the 11.5.2. Expenses of CONTRACTOR's principal and branch offices other than.CONTRACTOR's office at the site. 11.5.3. Any . part Hof COA'TRACTOR's ,.capital expenses, including interest on CONTRACTOR'S capital emPlcyeil .for Ilie Work -and charges against CON RACTOR for delirxfuent payments. 11.5A. 'Cost of premiumsfor all Bonds -and for all insurance whether or not CONTRACTOR is -required by the Contract Documents_to purchase and maintain the same (exccpt,fpr'thc c.4 of premiums covered by subparagraph 11.4.5.9 above). F.JC1X GENERAL. (.'GNDYnbNS 191" (199p Eruct) arci or•rolcr(6taidsmooiricnno sotttvuzucw) 0 11.6. The CONTRACTOR's- fee allowed to CONTRACTOR for overhead and profit shall be detemiinad as follows;; 11.6.1. a mutually;acceptable fixed fee', or 11.6.5, if a fixed fee is not agreed upon._then a fee based on the following percentages of the carious poriions.of the',Cost of the Work: 11.6,2.1. for crests incurred under pamgaphs,11.4.1 and 11.4.2, the CONTRACTOR's fee shall he fifteen percent; )1.6:23. for .costs_ incurred under paragraph 11.43, the CONTRACTOR's fee shall be five percent; 11.623. where one or more tiers of subcontracts are on the basis of Cost of the Work plus a Tee and no'l xed fee is'agreed upon, the intent of paragraphs 11.4.1; 11:4.2, 11 4.3 and 11.6.2 is that thc'Subcontmctor who actually petforms or furnishes the Work, at whatever tier; will be paid a fcc'of ftftc rrccnt of the costs ircurred by. such Subcontractor under pragraphs 11.4.1 add 11:42 and that any higher tier Subcontractor and CONTRACTOR will each be paid a ree-of-..five-Dercatti-o€-Flta-amount-paid-£o 11.6.2.4. no fee shall be payable -on the basis of casts,itemim'd under paragraphs 11 4.4, 11.4.5 and 11.5; 11.625. the amount of credit to be allowed by CON'fRAC'fOR to, OWNER for,any change which'results in a net decrease in cost will be the amount of theactual net decrease in cost plus a deduction in CONTRACTOR'S fee by an amount equal to five percent tiCuck fief decrease; anti 11.6.2.6. when both additions and credits are involved in any one change, the adjustment in CONTRACTOR's fee shall be computed 6n;the bases :the' net change in accordance" with paragraphs 11.6.2.1 through 11.6.2.5, inclusive. 11.7. Whenever the cast of .any Work is to be ,a5 determined pursuant to ptragraphs ll.4 and 115, CONTRACTOR will establiiih and maintain records thereof in -accordance with generally accepted accounting practices and submit in form accepurble to ENGINEER an itrmiicd cost breakdown together with supporting data. Cash : Illmiancea: I l.S. It is understood that CONTRACTOR has included in the Contract Price all 'allowances so named in die Contract Documents mid'shall otiose the Woik so covered to be furnished.and performed far such sums as may he acceptable toOWNFR:and ENGINEER. CONTRACTOR agrees that: 11.8.1. the allowances. .include the cost to CON!'RAUrOR (less any, applicable trade discounts) of materials and equipment required by the allow•anccs to be delivered at the site and all applicable taxes: and I1.8.2. CONTRACTOR's costs for unloading ,and handling on the site, labor,,irnlallation costs; overhead, profit and other exl>idm;es cooteniplated for the allowances have been included in the Contract Price and not in the allowances and no demand for additional.paynient on accoutit of any of theTbregoing will be valid. Prior to final payment. an approprime.Change Order will be issued as recommended by ENGINEER to reflect actual amounts due CONTRACTOR on account of Work covered by allowances, and the Contract Price 'shall be correspondingly adjusted. 11.9. Unit Price Work: 11.9.1. Where die Contract DoctimcnLs provide that all or part of the Work is' to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to the sum of the established unit prices for each separately identified item of Unit Price'Work times the estimated_ quantity of each item as indicated in the Agreement, The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the pur ose of comparison of Bills and determining inn initial Contract Price. IPetemiinations of the actual quantities and clastitfications of Unit Price Work trerfomied by CONTRACTOR will be made by ENGNEER in accordance with paragraph 9.10. 11.9.2. Each .unit price will be deemed to include an amount considered by CONTRACTOR to be adequate to cover CONT _ACTOR's overhead and profit for each separately identified item. 11.9.3.OWNER or CONTRACTOR may make a claim for an adjustment in the ComGact Price in accordance with Article 11 if: 11.9.3.1. the quantity ,of any item of Unit Price Work performed by CON-rRACI'OR differs, materially and significantly from the .estimated quantity of such item indicated in the Agreement EJCDC GE'-MaA. CONDITIONS 1910-' 000 Edtim) 26 wlC.TY OF FORIT COLLIINS MO1)IF1&rtONst v`-12000) and 11.9.3.2. there is no correspunding adjustment with respect to any other item of Work; and 119.3.3. if CONTRACTOR believes that CONTRACTOR is entitled to.an increase in Contract Price as•n result of Having uicurred 'additional :experise or0WNER believes that OWNER is entitled to a decrease in Contract Price and the parties are 'unable to a�ee as �.to the amount of any such increase or decrease. 11.9.3.4. CONTRACTOR acknowledges that the QWNF,R has the right:to add or delete items in the Bid ar change: quantities at OWNEMS`.sole discretion withoutaffectingthe C:ontmot Price of any remaining item .um long as -the deletion or addition does not excred hvcnty-five QrrcdnLor the original total Contract Price. AR•1' IC I.Mi,12--CHANGE?OF-CONTRACT •l'I M FS 12.1. The Contract 'Times (or Milestones) mayonly he changed by d Change Order or a Written Ameridmeni. Anv clams for an adjustmem of the Contract Times (or Milestones) shall be based on wriaen notice delivered by the.party making the claim to'the :other party and to ENGINFER promptly (but in noevent later than thirty days) after the occurrence of the event givutg rise to the claim and statirig.the general nature of the claim. Notice of:thc extent of the claim with supporting data shall lie delivered within sixty days after'such occurrence (unless ENGINEFR allows additional time to asceriain more accurate data in support of the claim) and shall be accompanied by the claimant's written statement that the adjustment claimed is the entire adjustment to which the clattilanl has ecason to believe it is entitled as a result of the occurrence of said event. All claims for adjustment in the Contract Times (or M ilcstones) shall be determined by FNGiNF.F.,R in accordance with pamgmph9.11 if OWNER and CONTRACTOR cannot otherwise: agree. Nu claim for an adjustment in the Contract Times.(or Milestones) will be valid if not submitted in accordance with. the requirements cif this fxriag aph 12.1. 12:2. All time limits stated in the Contract Documents are of the essence of the Agreement. 123; Where CONTRACTOR is prevented from completing any 'Part of the Work within the 'Contract TimI cs,(or lestones) due to delay beyond the control of CONTRACTOR, the Contract TimesI(or Milestones) will be extended in an idnoum equal to time lost dud to such delay if a claim is made therefor as provided in paregraph l? 1. Delays beyond the control of CONTRACTOR shall include, but not be limited to, acts or,negleci by OWNER ,mnacts ornegdLctof utility owners or other contractors pcFlbng other work as.contcmplitcd by Article 7. fires. floods, epidemics, abnormal weather conditions or acts of God. Delays attributable to and • • 9 0 0 within the control_Pf a Subcontractor or Supplier, sha 11, be deemed 'to be delay's within the control ofCONTRACTO&. 12.4. Where CONTRACTOR 'is prevented from _,completing'an}•part of the:WOT`kwithinthe,Conttai: Timrs- (oi Milestones) due to relay. _beyond the control of both OWNER and CONTRACTOR an extension of the Contract Tintes'(or Milestones) in an amount equal to the time lost due to such delny,shall be CONTRACTOR's soli 'any Supplie, -any-other person or-orgxniWtion.,or tb'any surety for or, employee- or; agent of any of them; for damages arising out of or resulting from (i) ddHys caused by or within the control of the CONTRACTOR, or (ii) delays hcyond the control of both parties including, but not Hauled I;, fires. floods, epidemics. abnormal geathcr conditions, acts of God or acts or neglect by utility owners or other contractors performing other work as..contemplated by -Article 7. ARTICLE 13—TEST'S AND INSPECTIONS; .CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVEWORK 13.1. Notice of Defects., Prompt notice of all defective Work of 3vhich,0k%VF,R or RNGINEER have actual knowledge will be given to CONTRACTOR All defecn+e: Work may, be rejected, ,corrected or accepted as providcdin this Article 13. Access to Work: 13.2. 0)VNEF and with jurisdictional interests;will have access,to the Work fit reasonable —times for their obs- vation, inspecting and testing. CONTRACTOR shill provide them proper and, safe conditions for such access and advise them of CONTRACTOR'S site safety procedures and programs so Tests and Inspections., 13.3. CONTRACTOR shall give ENGINEER timely notice of readiness of the Work for -ell required inspections, tests or approvals, and shall cooperate with inspection laid testing persoimrl to fifeilitate required inspections or tests. 13.4. OWNER shallemploy and pay (or -the services of an independent listing laboratory to perform all inspections, tests. or approvals required by the Contract Documents except:. 13.4.1. for inspections; tests or approvals covered by pirlijkliph 13.5 below; 13.93. that costs incurred in connection with tests or inspections conducted pursuant to {xlmgraph 13.9 FJCUr: OEI.'ERAL COr,,Dmom 1910E (1990 Edition) WCITY OP TORT COLLIM A1061FICATIO-,Es tally '000) Mow shall be, paid as provided in said paragraph 13.9; and I3.4.3. as otherwise specifically provided in the CoritractDocuments, 13.$. I f Laws io' ba inspected. tested or approved by an employee or other representaiive of such public body, CONTRACTOR ;hail) assume full resoonsnbility for s"rrsneine and in connection. thcreu�ith,and furnish F,l` required certificates, of inspection CONTRACTOR shall also be.sp .reonsible and ohtalmng and shall pay all costs in cc the Work; or of materials, rni:N'desig ns. tubmitted for approval prior to ,purchase thereof for incorporation -in 13.6. If any Work (or the work of others) that is to be inspected, tested or appro} d .is covered b} CONTRACTOR without written concurrence of ENGNEEM; it must, if'rcqucstcd, by ENGINEER, be uncovered for' observation. 13.7. Uncovering Work as provided in paragraph 13.E shall be at CONTRACTOR's expense unless CONTRACTOR has given ENGINEER timely notice of CONTRACTOR's, intention to cover die same and HNCIIN13FR has not acted with reauituiblc,promptness in response to such notice: Uncovering Work: 13-9. If anb Work is covered contrary to, the written request of ENGINEER, it, must, if requested by ENGINEbetin bovered for'LNGNEFR's observation and replaced at CONTRACIOR's expense. 13.9. If ENGINEER considers it necessary or advisable that covered Work be obscn-ed by ENGINEER or inspected or tested by others, CONTRACTOR tit ENGLNE,E•R's request, shall uncover, expose or otherwise make available for observation, inspection or testing as ENGINEER may rzquire, thai portion of the Work in question furnishing all nevcssary labor, material grid equipment. If it is found thilt;suc:h Work is'defecnlle: CONTRACTOR -shall pay all claims. costs, losses and damages caused by: arising out of or res ill 119 rMfil Stich uncovenn;,+, exposure; observation, inspection and testtng and of salisfaitory replacement or reconstruction, (including but nut limited.to"all costs of repair of replacement of work of 6liers); and OWNER shall be entitled to an appropriate decrease in the Contract Price, and,. if the parties are unable to agree as, to the amount thereof, may make a -claim therefor as provided 'in Article 11. If however. such Work is hut Ifound to be` &,fectire, CONTRACTOR shall be allowed an increase in the Contract Rice or an extension of the Contract Times (or Milestones), or both, directly attributable to such 27 uncovering, exposlre, observation, inspection testing; replacement arid reconstruction; and, if .the pa ties are unable to agree as to the amount or extent thereof: CONTRACTOR may make a claim therefor as.procided in Articles I 1 and 12 087AER May Stop the Mork: 13.10. If the Work is defective, or CONTRACTOR fails to supply sufficient skilled workers or suitable'materials or equipmenl,or (ails to furnish orperform the Workin such'a stay that -fie completed Work,will conform to'the Contract .Documents, OWNER may order CONTRACTOR to stop the Work, or any portion thereof. until the cause for such order has been eliminated; however, this right of Mlkl h to stop the Work shall not giyc rise to any duty on the,p art of OWNER to exercise this fight for the benefit of 'CONTRACTOR orany'surcty or other party. Correction orRenrovat nfDefecpve Morh, 13.11. If required by ENGINTEF,R, CONI'RACI'OR shall promptly, as..dirccicd, either correct all defective Work; whether or not fabricated, installed orcompleted, or, if the Work has been rejected byENGINEHR, remove'itfrom the site and replace it with Work that is not defective. CON'pRACI'OR shall pay all claims, cents, 1psscs and -damages caused by or resorting from such correction or removal (including but not limited to all costs of repair or replacement of work of others): 13.12. Correction Period. 13.12.1.If within one yeaf two wears after the date of Substantial Completion or such longerperiod ortime as may be prescribed by Laws or Regulations or by the terms of any applicable special guarantee required by the'Contmct Documents or by any specificprovision of .the Contract Documerts_ any Work is found to be defective, CONTRACTOR shall promptly, without cost to O'VkrNER and in accordance with OftTER's written instructions:, (f) correct such ckfeetive Work, -or, if it has been rejected by OWNER remove it from the site and replace it with Work that is not defective, and (ii) satisfactorily correct or remove and replace any damage to other 1V,ork car the workof.others resulting; therefrom. If CONTRACTOR does not promptly comply with the terms or such .instructions, or in no emergency where 'delny would cause serious rat: of loss or damage, OWINTER may have the defective Work corrected or tic rejected Work removed and replaced, and all claims, 'costs losses and damages caused by or resulting from such removal and ruplacemeni (including but not limited to -all costs of repair or replacement of work of others) will be paid by CONTRACTOR 13.122.In special circumstances wherea particular item of equipment is placed in continuous service before Substantial Completion of all the Work, the correction period for that item may start to run from an earlier -late if so provided in the SpeciGcatiorn or by Written Amendment. 13.123. Where defectve Work (and damage to other EJCoc (jEIdERAL coNDrno,,s 19 ms 0 w0 Editim) 28 cot CITYOFFORTOOLLI IssMODIFICATIOIMiREV41r000) Work resulting therefrom) has been corrected, removed or replaced under this paragraph 13.12' the correction period hereunder with resficefto such Work will be extended for an additional period of pact yeti ttvo wean after such correction or removal and replacement has bean satisfaciorily completed, Acceptance ofElefectice Work: 13.13. If,instead of requiting correction or removal and rephi6mienl-of defective Work, .MWER (and, prior to ENGINEER's recominendalion of final -peiancht, 'also ENGINEER) prefers to accept. it, OWNER. may do so. CONTRACTOR shall pay all claims. -exists, !oases and damages attributable to -OWNF.R's evaluation of 'and determination to accept such'ikfectire Work (such costs to be appcoved by ENGINEER as toreasonubleness). If am such acceptancc occurs prior to FNGINEER's recommendation of final payment. a Change Order mill be issued incorporating the necessary revisions in the Contract Dccumerts with respect to the Work;. and OWNER shall be entitled to annppropriate;-decresse in the Contract Price, and, if the parties are unable -to agree as to the amount tliereof, OWNER may make claim therefor as provided in Article I L if the acceptance occurs after such recommendation, an appropriate amount will be paid by CONT RAUf OIR to OWNFIR. 01MVER beep Correct Defective Work: 13.14. If CON'I'RAC'I'OR failswithina reasonable ume after written notice from FNTGINEER to, correct daf ctive Mork or io remove and ieplacerctected Work is required by ENGINFFIZ in accordance wiih pamemph 1:3.1 I, or if CONTRACTOR fails to perform the Work inaccordance with the'Comnict Documents, or if CONTRACTOR fails to comply with any other provision of the 'Contract Documents, OWNER may, after seven days' written' notice, to CONTRACTOR coned rind remedy any such deficiency. Iii,ekereis'mg die rights "and remedies under this parrigiaph,OWNER shall proceed expeditiously. In connection with such corrective and remedial action, OWNER may exclude CONTRACTOR from all or part of the site, take possession of all or part of the Work, and suspend CONTRACTOR's services related thereto, take possession or CONTRACTORS tools, appliances, consi uction equipment and machinery at the site and incorporate in the Work all materials and equipment stored at the site or for which OWNER has paid CONTRACTOR but which are stored elseti,here. CONTRACTOR :shall allow OWNER OWNER's representatives, agents and employees. OWNER's other contractors and M- TTGM,ER and M4GiI\TEER's Consultants access to the site to enable GIMER to exercise the rights a_nd rarnedies under this paragra; 'A phll drums; costs, fusses and damages incunred or sustained by OWNER in excYcisi - such rights aril remedies will be charged against CONTRACTOR and a Change Order will bc issued incorporating the necessary revisions in the Contract Documents'with respect to. the Work;. and OWNER shell be entitled to an appropriate decrease in the' Contract Price, and, if the parties are unable to agree as to the amount thereof. OWNER may make a claim therefor as provided'in Article 11. Such claims, costs, losses and 0 0 0 damages will include but not be limited to all costs of repair or replacement of work of 'others destroycd or damaged. by correction removal or replacement of. CONfRACTORs dtfectrre Work, CONTRACTOR shall not be allowed in Emersion of the Contract Times (or Milestones) hecause of -:any delay in perfarmance" of the Work attributable to the excsctse by OWNT:R of OWNER's rights and remedies hereunder. ARTICLE 1+-PA]MOM TO CONTRACTOR AND COMPLETION _ Schedule -of Matues 14:1 The schedule of values established as provided in Paragraph 2 .� will serve as the basis for progress payments sand will he incorporatedintoa fomt of Application for Payment acceptable to ENGINEER. Progess payanents on account of Unit price Work will be based on the numb6r'of units eompleted. 4PPGcathon for Progress Paynhent 14.1 At least twenty, days before the date'established for each progress pay1ment'(but not more often than once a month), CONTRACTOR shall submit to ENGINEER for revicmF an Application for Payment filled out and signed by Y:ON7'RAcriok covering the, Work completed as of the -date of the .Application and sceompamcd by such supporting docutnentation:as is required by'the Contract Documents If payment is requested on the basis, of materials and equipment not.incorpnratcd in the Work but delivered and 'suitably stored at ;the site or at anther location agreed to in writing, the Application for Payment shall also be:accompanied by a bill:of sale, invoice or other documerjtatiun warranting that MWER his received the in and equipment Free and clear of all Liens and evidence that the rnateriatd and equipment are covered by appropriate property insurance ,and "other. arrangements to protect OWNER's interest therein, all of which will be satisfactory to'OWNER. The amount of retainage kith CONTR4CTOR's Marrantn of Tide. 14.3. CONTRACTOR warrants and guarantees that title to all Work, materials and equipment eoveied by anj, Application for Paymentt whether incorporated in the Project or not, will pass to OWNER no later than the time of payment Gee and clear of all Liens. Review 6f.4pplieations for Progress Ppyinent,'. 14.4, ENGINEER wiiL within ten days after receipt of each Application for Payment, either indicatein-writing a WCUC UFNERAL CONI)1'r1OM 1910-5 (199C! Lotion) wicii OP fOR'r COLLi?4s MODIFICATIONS 464P_0UU) recommendation of payment and present the Application to MWER, or return the Application to CONTRACTOR indicating in writing ENGINEER's reasuns for -refusing to. recommend payment In the latter case, CONTRACTOR may 'm'akr the necessary corrections ,and resubmit the Applton. Ten days after presentation of the Applicacation for Naytnent'to OWNER with ENGNEETs recommendation, the amount recommended will (subject to the provisions of the last sentence of paragraph 14.7) beouhie due,arid tvhen'due will be pai_d,by.QWNER to CONTRACTOR 14:5; HNGINF.FR's iecommendation:of-.any paymtent requested in an Application for payment will constitute a representation by H.'NGINF.H.'R to, OWNER, .based on HNOINEEk's oh -site observations of the executed Work' as an experienced airil qualified design profrssi6ruil and on ENGINHHR's rcvicty of the Application for Payment.and the accompanying data: and schedules. that io the best of f NGINHHR's knowlcdgc, information and belief: '14.5.1. the Work has progressed to the point indicate([, 14.5.2. the quality of the Work is generally in accordanw.with the Contract Documents (subject to an evaluation of the Work as'a, ftinctiorang whole prior to or upon Substantial Completion, ib the results of any subsequent tests called for in the Contract Documents; to a'final determination of quantities and classifications far Unit Price Work- under Paragraph OR, and to any other qualifications stated in the recommendation), and I4.53. the. conditions precedent to CONTRACTOR's being entitled to such payment appear to, have bccn fulfilled insular as it `is ENGNEERs responsibility to observe the Work: by recommending any such payment _ 'will not thereby be deemed to have that: (i) tshnustive or continuous on-site rave'been made to check. the quality or the CONTRACTOR io,be paid aMitiomilly.;by'OWNCR or entitle OWNER to withhold payment to CONTRACTOR.' 14.6.. ENGNEER's recommendation of any payment, including final paymerit, shall not mean that ENGINEER is responsible for CONTRACTOR's means, methods( techniques, se'queimes or procedures of construction. or, the salety precautions,and programs incident thereto, o for any failure of.CONTRACTOR to comply with Laws aril Regulations applicable to the 'rumishing or performance. of Work, or for .any failure of CONI'RAC'MR, to. Perform or famish Work in accordance with the Contract Documents. 14.7. ENGINE'HR-may refuse to recommend the whole or part of any payment if, in ENGINEER'S opinion it would be 'incorrect to make the representations to 2y. 0 OWNER referred to in parigmph 14.5. ENGINEER may considers the Work substantially complete, ENGINEER also refuse to recommend any such payment, or; because of trill prepare and deliver to O\INtER a tentative certificate subsequently discovered evidence or the results of of Substantial Completion which shall fie the date of subsequent inspections or tests, nullify any such. payment Substantial Completion_. There shall be. attached to the previously recommended, 'to such extent as may be certificate a' imitative list of items to be completed or necessary in liNGINF,F;R's .opinion to protect "OWNER corrected before final ppayment. OWNER 'shall have seven from loss because: days after receipt of the.tentative certificate during which to make written objection to ENGINEER astoany 14.1.1. the Work is defecBre, or completed Work has provisions of the certificate or attached list. If, after beendamsged requiring correction or replacement, cunsidenn such. objections; ENGINEER- concludes that 14.7.2. the Contract Price has 'been reduced by within fourteen flays after submission of the tentative Written Amendnientbr Chi ge Order, certificate to OWNER notify CONrRACTOR in writing, stating the reasons therefor. If, after consideration of 143.3. OWNER has been required to correct OWNF.R's objections, ENGINEER considers the Work cLfeclive Work or complete Work in accordance. with substantially cotrtplctc; ENGINEER will -within said pamgiaph13.14.or fourteen days,ezecule and deliver to OWNER and CONTRACTOR a definitive certificate of Substantial 193A. ENGINEER has actual knowledge of the Completion (with a revised tentative list of items to be .occurrence of any of the events enumerated in completed or corrected) reflecting such changes, from the paragraphs 15.2.1 throma, 15.2.4 inclusive.. tenttaivc certrficatcjas ENGINEER believes justified 'ulcer ' consideration of any objections from OWNER. At' the OWNER may refuse to make payment of the full amount' time of delivery pfthc tentative ceitifimie of Substantial recommended by F.NGINHER because: Completion IiNG1tNEER will deliver to OWNER and CONTRACTOR a written recommendation as to division 14 7:5, claims have been made ngainst OWNER on of responsibilities pending final payment between account of CONTRAM'OR'sperfomance or furnishing OWNER. and. CONTRACTOR with respect to security, oftheWork, operation, safety; maintenance, hcnt, utilities; iiisurance and warranties and guarantees. Unless OWNER and 1 a,7.G. Liens have been filed in connection with the CONTRACTOR agree otherwise in writing and so inforin Work, except where CONTRACfOR has delivered a ENGINEER in writirg prior to ENI GINF.ER's issuing the specific Bond satisfactory to OWNER to -secure the definitive ccrtificatc of Substantial Complction, satisfaction and discharge ofsuch Liens, EiNGINEER's aforesaid recommendation will be binding on OWNER and CONTRACTOR until final payment. 14.7.7. there are otheritems entitling OWNER ton set- offagainst the amtountrecommended, or 14.9. OWNER shall have the right t0 exclude CON TRACTOR from the Work after thre chte or • 14:7.8. 'OWNER has actual knowledge of the Substantial Completion but OWNER shall allow occurrence of anv of the events enumerated in CONTRACTOR reasonable access to complete or correct paragraphs 14.7.1 ihrough 14.73 or paragraphs 15.2.1 items on the tentative list. through 15.2.4 inclusive; I'arfia! Utili;fa6oa: but OWNER must give CONTRACTOR immediate written notice (with a copy to F.NGTNEER) stating the, 14.1Q Use by OWNER at OWNF.R's option of any reasons f6r such action and promptly pay CONTRACTOR substa aially completed part of the Work, which: (i) has the amount so withheld, or any adjustment Thereto agmeed specifically been identified in the Contract Documents, or to by OWNER and CONTRACTOR when (ti) OWNFER, ENGINEER and CONTRACTOR agree CONTRACTOR careers to MWER's satisfaction the curvailutes a separately functioning grid usable part or the reasons for such action. Work that can be used by OWNER for its intended purpose without 'skgnificanl interference with Substantial Completion: CONTRACTOR's performance of the remaindkr of the Work, may be accomplished prior to Jubstahlial 14.5. When CONTRACTOR considers the.emire Work Completion of all the Work subject to the following: ready ffor its inicnx cd use COMPACTOR :shall notify QWN) R and ENGINEER in;writing that the. entire Work .14.10.I.01VNER at any time may request is substantially complete (except for items specifically CONTRACTOIz. in writing to permit:omwm to use ' listed ' as incomplete) and request that any such part of,the Work which OW.N'ER believes to ENGINEER issue a certificate of Substantial Completion. be ready for its intended use and substantially Within a reasonable time thereafter, OWNER, complete. If CONTRACTOR agrees that such part of CONTRACTOR and ENGINEER shall make an inspection the Work is:substantially complete, CONTRACTOR .or the Work to detemtine the status of completion. If will certify to OWNER and ENGINEER that such ENGINEER does not consider the Work substantially part of the Work is substantially complete and request cnrnplete. ENGINEER will notify CONTRACTOR in ENGINIEER to issue a certificate of Substantial writing- giving the reasons therefor. If .ENGINEER Completion for that part of the Work. UCDC GENERAL CONDITIONS 191 M (199U Editim) 30 wld YOF FORT COLLINS moriwickridNs iREV 412000) 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 Gerry Paul Director of Purchasing & Risk Management • • 0 CONTRACTOR_at any time may notify OWNER and to; furrush Welt it release or receipt in full; ENGINEER in writing that CONifrPACTOR considers CO\TfRAC.TOR may, furnish a Bond or other collateral any such part of the Work ready for its.intended.use satisfactory to OWNER to indemnify OWNER against and substantially complete and request ENGINEER to myLien Releasesor waivers of liens and lhe.consznt of ll, issue'M'tificatc.of Subslantial.Completion for that the surety -to finalize Iray_ntent are to be submitted on pan of the Work- -Within areasonibletime .aftereither' forms confarmin¢tothe fo`mintoftheOWNER'S standard such requ-a, OWNER, CONTRACTOR and forms bound in theProiecl manual. ENGINEER shill.make an inspection of that part of the 1\cork to determine its status,of completion. If Final PapmenranrlAccepmnee.- ENGINEER does not consider that part of the Work to be subislanlmlly ;`complete ENGINEER will notify 14.13. If, on the basis ofENGINEER's observation of OWNER and CONTRACTOR in writing giving the the Work during e'ons"etiori and final impection, and re asotic:therefor. -If ENGINEER considers that part of ENGINE, R.', review of the final Application for payment the Work -to be substantially complete, the provisions and accompanying documentaiion .as required by the of paragraphs 14 S and 14.9 will apply with respect to Contract Docimments, f•:iyGINHER is satisfied that the certification bf Subsimlial Completion of that part of Work- has been completed and ONfR.4CfOR's, other the 1Vork'and the division of responsibility in respect obligations under. the Contract Documents have been thereof and access thereto. fulfilled,_FNGINFHR will, within ten days'attor receipt of the Final Application for Payment, indicate in writing 14.10.2. No occupancy or separate operation of part ENGINEHR's recommendation of payment and present of the Work will be accomplished prior to compliance the Application to" OIVNER for payilent. At the same with` therequireracimofparagraph5:15'm'respect'of time ENGINF'h'R. will alsogive�written notice toOWNHR. property insurance, and CONTRACTOR that the W6rk is acceptable suhjeht to the . provisions. of paragraph 14.1'5. -Otherwise, 6lnalInspection: ENGINEER will return the Application .to CONTRACTOR, indicating in wrhing.,tha reasons for 14.11. Upon written notice from CONTRACTOR thnuthe refusing tq'recommchd- final paymcm, in which case entire W} rk-'or ail: agreed ,portion thereof is complete,. CONTRACTOR shzill make the necessary corrections and ENGINEER will make a final inspection widi.OXWER resubmit theApplication. ThirtydaysaNeipreseiimtionto and•COINIRACTOR and will noufv-CONTRACTOR in OIVNER of the Application and accompanying .Wei g of nil particulars in which This inspection reveaN documentation, in appropriate form .and substance- and that the Work is incomplete or riff chive CON +TIZACTOR' with ENGINHER's re'co mmmilation and notice shall inimediateN uke such measurs as are neces.1mry to acceptability, thc:amount recommended by EN'GINF,ER complete such rvork or remedy such dcficiencics.. will _become duc: and ivill be paid by OWNER to • rnotApplicarionfor Pat•rnenr: C�memhC�mnditiQrl;. -- 14.12. After CONTRACTOR has completed all such 14.14, If through, no fault of CONTRACTOR foal corrections to the satisfaction of ENGINEER acid delivered - completion of the Work is significantly delayed., and ,if in accordance with the Contract Documents all ENGINEER so confirms, OWNER shall, upon receipt of maintenance and operating instructions, schedules, CONTRACTOR'S final Application for Pit mment_'and guarantees; ,Boni!% certificates. or ;other evidence of recommendation of ENTGINEER, and without terminating insurance required by paragraph 5A, certificates of the`t\"greement„take payment of the balance due for that inspection„ marked -up. record documents (as Provided tit portion 'of the Work fully: completed and accepted, if the pomgraph6.19) and other documents. CONTRACTOR remaining balance to be held by OtVNER for Work not may make application for final payment � following the fully completed or corrected is less than .the reinuiage procedure for progress payments. The final Application for stipulated in the: Agreement, and if Bonds have been Payment shall be accompanied (except as previously furnished as required in paragmi h 5 1, the written consent delivered) by: (i) all documentation called for in the of the surety to..the payanent of the balance due for'that Contmet Documents, .including but not luiiited 6the portion of the Work fully completed and accepted shall be evidence of insurani e required .by subparagraph 5:4.13, submitted by CONTRACTOR to ENGINEER with the (ii) consent of the surety, if any, to final payment, and Application for such payment. Such payment shall be (iii) complete and legally elective releases or waivers made .under the terms and conditions .governing final (satisfactory to'O.WNER) of all Liens arising out of or Filed payment,. except that it shall riot constitute a.waiver of iii connection with the Work Inlied of such releases or claim& waivers- of Licns ..and as approved by -OWNER, CONTRACTOR may -Finnish receipts or releases in full Waiver 'ofClaims: and affidavit of CONTRACTOR that: (i) the releases and receipts include all labor, services, material and equipment 14.15: The making and acceptarn e of$rral paymentw ll ich for wh'a Lien could Be filed, and, (it) all payrolls constitute material and equipment bills, and 'other indebteibmeSS connected with the Work for which OWNIsR"orOWNI R's 14.15.1:,a waiver of all claims.bv ,O%VNER against property might in any way be responsible have been paid or CONTRACTOR except claims arising from otherwisesatisfied-If any Suhcontractor or Supplier fails unsettled Liens, fronm'Yefective Work appearing after EJCDC-CE,NIRAL COhUIT16N$191" (1990 E(bliwi) 31 w•f CITY OP FORT COLW b5 NOOIFICATIOVS (REV 1Raae) 0 final inspection pursuant to paragraph 14.1 I, from failitre to comply with the Contract Documents or the terms of any special guarantees specified therein, or from CONTRACTOR's continuing obligations under the;Contract Documents; and 14.15.2. A waiver of all claims by CONTRACTOR against OWNER other than those previously madein writing and still unsettled ARTICLE IS -SUSPENSION OF WORK AND TERMINATION 0111,YER Alur Suspend Work: 15.1. At any time and without cause. OWNER may suspend the Work or any portion thereof for a. period of not more than ninety flays 'by notice in 'wiritine to CONCRAC'f0P and ENGINEHR which will fix the date onwhich.Work will he resumed. WN'l-RAMfOR shall resume the Work on the date so fixed CONTRACTOR shall be allowed.an adjustment in the Contract Pricc or an ,extension of the Contract Tiniest or both, dirctly ,attributable to any such suspension if GQNTRACfOR makes an approved claim therefor as provided in Articles I and 12. OWNER. Alay Terminate: 15.2: Upon the occurrence of any one or more of die following events: 15.2-1. if CONTRACTOR persistently fails to perform the Work in accordance ivith the Contract DmunmcnLs (including but not filaited to, Tenure to supply sufficient skilled workers or suitable' materials or equipment 6r failure to adhere to the progress schedule estnblishcd under parapmpl12.9 as adjusted from time to time pursuant to paragraph 6.6); 15.22.2. , if CONTRACTOR disregards . Laws or Regulations of any public body having juhsdictiort 15,2.3. if CONTRACTOR disregards the authority of EINGINEER, 152.4. if CONTRACTOR otherwise violates in any substantial way any provisions of the Contract Documents: OWNER may, after giving CONTRACTOR '(and the surety, if any) seven days atTiuem notice and to the'iextenl .permitted by Laws and Regulations, terminate die sen-ices of COi` TRACTOR,:exclu(tz CONTRACTOR from the site and take possession of the Work and of all CONIRACTOR's tools. appliances, construction LquIipment and machinery at lhe'site and use.the.Same to the full extent they could be used, by CONTRACTOR (without liability to CONTRACTOR for trespass. or conversion), incorporate in the Work all materials and equipmentstored at thesite or for which OWNER haspaid EXL)C OE:NFRAL CONDIT10.N5191" (1 OQ Editiau 32 w/ CITY OF FORT COLLINS MO1)IFI6TIONS(I2EV42000) are stored elsewhere, and ay deem expedient. In such it be entitled to receive any k is finished. If the unpaid losses and damages sustained by OWNER arising out of or resulting from completing the Warksuch'excess will be paid to CONTRACTOR If such claims, costs, losses and damages exceed such unpaid balance, CONTRACTOR by ENGINEER as to their reasonableness and when so approved by Ries incorporated in a'Change.Order; provided that when exercising any rights or remedies under this paragraph MINER- shall not he required to obtainthe lowcst,pricc fqr odic Work performed. 153. Where CONI'RAC'rows services have been so terminated'by OWNER. the termination will not afdect any rights or remedies of OWNI R against CONTRACTOR then existing or which m ry thereafter nc6rue. Any retention or payment of moneys due C61ff'RAM-OR by OWNER will not release CON fR.ACTOR from liahilit}. 15.4. Upon seven days' written notice to CONTRACTOR - .and E.NGIN:HR; OWNER- may, withoui cause and without prejudice to any other right or remedy of OWiVER elect to terminate the Agreement. In such ease, CON'1'RAGTOR shall be paid (without duplication of any items); 15.4.1. for completed and acceptable Work executed in accordance with the Contract Documents prior to Ole effective date of termination, including.fair and reasonable sums for overhead and profit on such wo, rk; I5.42.. for expenses sustained prior to the.eflective date of termination in performing services and furnishing labor, inaterials or equipment as required by the Contract -Documents in connection with uncompleted Work: plus thir and reesormable sums for oveilwad and profit on_such expenses; 15,43. for all claims, costs, losses and damages incurred in settlement of terminated contracts with Sub(xmntracLors,-. Suppliers and others; and 15.4.4. for reasonable expenses directly attributable to termination. CONTTACTOR shall not be paid on.account of loss of anticipated profits or revenue or other economic loss arising out of or resulting from such termination. CONTRACTOR Alga. Stop Work or Terminate: 15.5. If. through no act or fault of CON'fRAC`rOlt the Wcoik is suspended for a period of more than ninety flays by OWNER or under an order of court or.other public authonry, or ENGINEER fails to Tct.on an), Application for Payment within thirty days after it is submitted or OWNER fails for thirty days to pay COIMTRAC'I'OR any 0 • 0 • 0 sum finally determined to be, due, then CONTRACTOR may, upon seven days' written notice to OWNER :and ENGINEER: and provided OWNER or ENGINEERdo not remedy such suspension or failure within that time, lei'inate the Agreement and recover from :OWNER ptymenC on the same terms as provided in }nrregrnph`,15'.4. to any other right or remedy, if ENGINEER has failed to act on an Application for Payment within thirty days after it is submitted or -OWNER has failed for thirty days topay ;CONTRACTOR env sum finally determined to be, due, CONTRACTOR may upon seven clays written' notice to OWNER and hNGINEER stop the Work'until payment of all such amounts due CONTRACTOR including interest thereon. The provisions of this patngmphl55 tare not, intended toprecludc COWI-RM TOR from making claim under Articles I I Bind 12 for an increase in Contract price or Contract Times or otherwise for.cxpcnscs or damage directly attributable to CONTRAUrORsstopping Work as permitted by this paragraph. ARTICLE 16—DISPUTE R&tiOLITI'ION if'and to the extent that OWNER and CONTRACTOR have agreed on the method and procedure for resolving disputes between them that may arise under this Agrecnterit, such dispute resolution mcth6d and procedure, if�any, shall ,he asset forth in ExhihuGCA, "17ispute' Resolution Arxectricnt",.to he, attached hereto and made a part hereof, If no'.such :agreement. on the method and procedure for resolving such. disputes has been,rcached, -and subject to. the provisions in peragraphs9.10, 9,11 and 9-12, OWNER and CONTRACTOR may exercise such rights or remedies as either may otherwise have under the Contract Documents or by Laws or Regulations'ur respect of any dispute - ARTICLE 17—MISCELLANEOUS Givirig Notice: 1.3.1. Whenever any provision of the Contract Documents requires the giving of written notice: it will be deemed to h ve beers validly given it deliswed in person to the individual or to a member of the firth, or, to, an officer of the corporation for whom it is intended, or if delivered at or :sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. 17.2. Cogtputdtion of Time: 173.1. Whiesany period of'timeiis referred to in the. Contract Documents by days, it will be computed to 'exclude the first and include the last day of such period Ir the last �day •ofany such period falls on �a Samrdaypr Sunday or.on a day made a egal hnliday by the law of the applicable jurisdiction, such day will be omitted from the computation. EKDCUENERAL CONDt110 51910-8(1990 Editim) wliliY OF FORT COLLI A'S NIOD11%CAl1ONS (,REV 4P000} 17:22. A calendar day of twenty-four hours measured Gom midnig} t to lhe'next midnight will corislitute a day_ Notice of Claint 17.3, 'Should OWNER or CONTRACTOR suffer injury or damage to person or property because',.of any error, omission or act _of the other part} or of any of the: other parlys; employees or agents, of others for whose'acts the other party is legally huble: claim will be made m writing to the other }iarty' within'a reainnable time of the first observance of such injury or damage. The provisions of of-limitatiorts or repose.Cumulndi•e Renredies 17.4' The duties and.obligations imposed by. these General Conditions and the rights and remedies available hereunder to the parties hereto, and, in particular but without limitation; the 'warian6es, guarantees and obligations, imposed upon CONTRACTOR by pnra_oraphs 6.12; 6.16, 6.30, 6.31, 6.32, 1 aa, 13.--12; 13.14, 14.3 and 15.2 and all of the rights and remedies available to OWNER and.ENGiNF,F.R•-tltereundcr,:are in addition to, and are not to'be construed in any way.asa limitation of, any rights andtcmedie's_available to any or all of them which are otherwise imposed or available by Latvs or Regulations by -special warranty or guarantee or by°tNhcr provisions,of the Contract Documents, and the provisions of this paragraph will be as effective as if repcatcd specifically in thic;Contract Documents in ccnnection with each particular duty, obligation, right and remedy to which they apply. Profesiii n it F'eev and Court 0xviv Included: 17:5: Whenever reference is made to. "claims; costs, losses and damages", it,sholl include in each case, but not be limited to, all fees and charges of engineers; architects, attorneys and other professionals and all court or arbitiation or other dispute resolut ion costs. 17,6. The Imvs of the Smte of Colorado nppIKh'to this AAgreement.. Reference to two pertinent Colorado statutes are as follows 17.6?. if a claim is filed MINER is rrNuired by law (CRS 38-26-107) to withhold from all iiatments to CONTRACTOR sufficient funds' to 'insure the Ixtyment ofall claims for labor, materials, team hire, susteriance, provisions, provender. or "other supplies used jor consumed by .CONTRACTOR or his 33 EJCDC UENERAL CONDITIOM 1910-9 (1990 Editim) 34. UICI1T OF FORT COLLINSMODIFICATIONS(REV 4l1000) • Ll 11 9 CI'his Page left blank intcntionally.) • WCUC GENERAL CONDITIONS 1910-8 (1990 E(titim) Wf(I YOFFOR"1 COLLIMNI0UIE1CAT1ONSUAEV42000) • 3$ EJCDC GENERAL coNDITIONS t9 i o-8 t199u Editiao 36 wt CITY OF FORT COLLINS MODIFICATIONS(Rri 412000) E 0 • s EXHIBIT GC --A. to General Conditions of the Construction .Contract: Between OWNER and CONTRACTOR DISPUTE RESOLUTION AGREwm, OWNER anif CONTRACTOR hereby, agree this Article 16 of the General, Conditions of the Construction Contract between OWNER and CONTRACTOR is amended toincludethe following agreement of the parties: 16.1: All claims, disputes and other matters. in :question between.OWNER and CONTRACTOR arising out of or relating to the Contract Documents or the breach thcmof (except for claims. which have. bden'aaived,by, the making or acceptance of final payrnent as provided by .paragraph 14,15) will be decided by arbitration in accordance with the Construction .Industry Arbitration Rules of the American Arbitration Association then obtaining, subject to the limitations'of the Article 16.. This agreement so to arbiiratc and any other agreement ..or consent to arbitrate entered into in accordance Itcrcr4rth as' provided in this Article 16 will be specifically enforceable under the prevailing lair of any court having jurisdiction. 1.6.2. No demand for arbitration of any claim, disputc .or other m"ettcr that is icquircd to be rcfdrrcd io- EINTGINEER .initially for decision in accordance with paragraph'9.11 will be made until the earlier of (a) the date on"which•ENGINEER, has rendered a written decision or (b) the thirty-first day after die parties havepreschted their evidence to L"�i ,GINEER if a written decision his not: been rendered by ENGINEER before"that date. No demand for arbitration of env such claim, dispute or other matter w 11 be made later than thirty days after the date on which ENGiNEER has rendered'a written decision in. respect. thereof in accordance with paragraph 9.11; and the failure to demand arbitration Within said thirty days period will result in ENGINEER's decision bring final and binding upon n OWNER and CONTRACTOR: if E'NGiNMR. renders a decision a(ler arbitration proceedings have been qultated, such decision may, be eruerod as evidence but Will not supersede the arbitration proceedings, excaeptwhere the decision is acceptable to the ponies concerned. No demand for arbitration of troy written decision of ENGINEER rendered in accordance with paragraph 9:10 will be made later than ion days after the party making such demand has delivered written notice of intention to appeal as provided in p<tmgraph"9:1 o. 16.3. Notice of the demand for arbitration will be filed in writing. with the other party to. the Agreement and with. the American Arbitration Ass6ciation and a copy will be'sent to ENGINE,ER'for information. The demand f6r arbitration will be made 'with n the't} irtyiley' of teritlav period specified rn paragraph 16.2 as applicable, acid -in all other cases within a reasonable time after the claim. depute or other matter in question has arisen, and in no event shall any such demand be made after the date when institution of legal or equitable proceedirigs" based on such claim, dipute or other matter In question would be furred by the applicable statute of limitations. EXI)C UENERAL CONDITION'S. 191 as (199a Editim) wl CITY OF FORT.COLLINS MODIFICATIONS (REV 9199) 16.4. Except as provided in paragraph 16.5 below. no arbitration arising out of'or relntingto the Contract Documents shall' include, by consolidation, joinder. or in any, other manner ,any other person or entity (ineludipg ENGINEER ENGINEERS Consultant and the officers. directors, agents, ernployecs;or consultants pf any ofthenij whb is not a party to this contract unless: 16A1. the. inclusion of such other person or entity is necessary if complete. relief is to be. afforded among t}riue who pre already partie's to the arbitration, and V 16.4.2; such other person or entity isw substantially involved in a question of law or fact which is common to those who are already parties to the arbitration and which will arise in suchprocce'dings, and " 16:9 3: the written. consent of the other person or entity -,sought to be included and of OWNER and COYFRAC 'QR has been obtained for :such mclusipn; which consent shall make specific reference to This porrijiaph; hot no such consent shalt bmistimle consent to arbitration of`any dispute not specifically described in such consent.or to arbitration with any party not specifically identified in such consent. 16.5. Notwithstanding paragraph. 16.4, ute or other" matter in question between ,'TRACTOR' involves the Work of a Si :r "OWNER or: CONTRACTOR may in all subcontracts required by paragraph 6.11 a provision whereby the Subcontractor consents to iined in an arbitration between :OkNWER and :ACTOR, involving the Work of such factor. Nothing'idthis paragraph 165 not in the n of such subcontract consenting to joinder shall ny claim, fight or cause of .acti6h in favor of ractor :rid 'against OIVNER; ENGINEER or EER's Consultants thatdoes not otherwise exist. 16.I 6: The award rendered by the arbitrators will be final, judgment.may:be entered upon it in any court having jurisdiction thereof, and it will not be subject to modUication fir appeal. 16.7: OWNER and CONTRACTOR. agree that they shall first submit any and all unsettled claims, counterclaims, disputes and other matters in question between them arising out `of.or relalatg to the Contract Documents or the breach thereof ("disputes"), to mediation by the- American Arbitration Asscc:iaiiori under 'the Construction Industry Mediation Rules of the American Arbitration Association prior to either of them initiating aIgairist the, other 'a "demand 'Car arbitration pxrrsuant. to p_tial�aphs 16.1 through 16.6, unless delay, m initiating arbitration would irrevocably prejudice one of the parties: The respective thirty and ten day time limits within which to file a demand for arbitration as provided in paragraphs 16.2,and 16.3 above shall be suspended with respect to a dispute submitted to mediation within these 'same applicable time limits and shall remain suspended until ten days after the terminntion'of"the mediation. The mediator of any dispute submitted to mediation under this Agreement shall not serve tic arbitrator of such dispute unless otherwise aureed. GC -Al EJCDC GENERAL CONDITIONS 1910-8 (1990 ECitim) xi CITY OF FORT .COLLINS MODIFICATIONS (REV 9i94) GC -Al 0 9 C� 0 • SECTION 00800 SUPPLEMENTARY CONDITIONS SECTION 00800 SUPPLEMENTARY CONDITIONS Conditions of the Contract These Supplementary Conditions amend or supplement the General Conditions of the Construction Contract (EJCDC General Conditions 1910-8, 1990 edition with City of Fort Collins modifications) and other provisions of the Contract Documents as indicated below. SC-4.2 Subsurface and Physical Conditions: A. Add the following language to paragraph 4.2.1 of the General Conditions. 4.2.1.1.1 The following report(s) of exploration and tests of subsurface conditions at the site of the Work: None Contractor may rely upon the accuracy of the technical data contained in the geotechnical documents, but not upon nontechnical data, interpretations or opinions contained therein or upon the completeness of any information in the report. B. 4.2.1.2.1 No drawing of physical conditions in or relating to existing surface or subsurface structures (except Underground Facilities referred to in Paragraph 4.3) which are at or contiguous to the site have been utilized by the Engineer in preparation of the Contract Documents, except the following: None SC-5.4.8 Limits of Liability A. Add the following language at the end of paragraph 5.4.8. The limits of liability for the insurance required by the paragraph numbers of the General Conditions listed below are as follows: 5.4.1 and 5.4.2 Coverage A - Statutory Limits Coverage B - $100,000/$100,000/$500,000 5.4.3 and 5.4.5 Commercial General Liability policy will have limits of $1,000,000 combined single limits (CSL). This policy will include coverage for Explosion, Collapse, and Underground coverage unless waived by the Owner. 5.4.6 The Comprehensive Automobile Liability Insurance policy will have limits of $1,000,000 combined single limits (CSL). 5.4.9 This policy will include completed operations coverage/product liability coverage with limits of $1,000,000 combined single limits (CSL). L C� SECTION 00100 INSTRUCTIONS TO BIDDERS • SC-12.3 Add the following language to the end of paragraph 12.3. Contractor will include in the project schedule zero 0 days lost due to abnormal weather conditions. SECTION 00900 ADDENDA, MODIFICATIONS AND PAYMENT 00950 Contract Change Order 00960 Application for Payment w w 0 • SECTION 00950 CHANGE ORDER NO. PROJECT TITLE: 7509 Concrete Maintenance Project Phase II CONTRACTOR: Northstar Concrete Inc PROJECT NUMBER: 7509 DESCRIPTION: 1. Reason for change: 2. Description of Change: _ 3. Change in Contract Cost: 4. Change in Contract Time: ORIGINAL CONTRACT COST $ .00 TOTAL APPROVED CHANGE ORDER .00 TOTAL PENDING CHANGE ORDER .00 TOTAL THIS CHANGE ORDER .00 • TOTAL % OF THIS CHANGE ORDER % TOTAL C.O.% OF ORIGNINAL CONTRACT % ADJUSTED CONTRACT COST $ .00 (Assuming all change orders approved) ACCEPTED BY: DATE: Contractor's Representative ACCEPTED BY: Project Manager REVIEWED BY: Title: APPROVED BY: Title: APPROVED BY: cc: City Clerk Contractor Project File Architect Engineer Purchasing DATE: DATE: DATE: DATE: \ \ \ It G G 8 6 ci 0 e 3 0 ± §bk§§ :50Za =zzz wz zoo zgw/e_ °S0WG§ \/C�§i ao 2<ƒ < } 0 co \ ) k { \ \ \ \ < )U ƒ . > § z c \ /� . e S k \ g z g/ _ 2 - } \ :o \\\} $ w § < \{k< ƒ .S ) z / ).. E ) 5k»/� w 00 3 e £2 m: 2 § e_ » + _ 3G \c 0oa)_ [ j§ \ §§ w 76ca ®°»\� 3 < \ -a }§ n ea, 0 &3 7 / 6/ 0z U/j\) & �\ \ _ [ k ` \ \co \ & ) 2 ( G } \ \_ \ \ k _ co _ ` - - \ - - < < \ &� \ a z a \ » ( 6 \ / } < k j ] § < \ 0 < 0 < < » ) $ 2k§ a u�tk/c \ j \ > < { )( { = �mr § ) k k k k=\5 a / j / ] / / / ] z M ( f ( 0 0 0 ,l 11 u I c a � U N LL L __ p m N W CD 000000000000000000000000000000 Q c o} 0 0 0 Cl 0 0 0 0 0 0 0 0 0 0 0 Cl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 d ~SU ������6q����6q��������69��U)VY���F cu� a L o ch (A m U)o^(u . W F W c� C c0oo0o00000000000000000000000000 a 0000000000000000000000000000000 O CD O O O O O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2O Q { YY 6S � � V) � Y> Y) � V! V> v/ VJ v! v! U! 6/ v! v! v! v! v! v! ! 60, U) v, vJ v! vI v! e9 l E l U O ~ D i1 w 0 0 0 0 0 0 0 0 o (D CD O O CD O O O O O (D O O O O O CD O O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 N O_ V) EA Y> EA EA 6S UFl 69} Ei} EA VY E03 604 EH 6)) fA 6r3 H3 EA EA 60 60 ER EA Va EA <A 9 K3 W fA d Ow W Oaa U>- 0 �r) c0oo0o00000000000000000000000000 a o0000000000000000000000000000000 Q Y o000000000000000000000000000000 E U)i bq tH tfi 0) EA EH U;3 EA EA EA 69 613 ffl EA 64 vl> EA ffl e% Q% EA 69 Efi EA Efl U) ER Efl V! EA p >O O U C U O T 5 C c0000000000000000000000000000000 00000000000000000000000000000000 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �0000000000000000000000000000000 e»E»e»6»6qE»e»6»6»E» Qu16»,W- »c»6qe»Q!)6% E»c»c»ctrF»E»61) V-:�c»e»61) a) O V/ Z D _T 0 M Q F— Ci U o d J O ch 0 a) L m m .0. E Z It LL O M w Q d W � Y � z O p_ �G O a) Q U�Q 0- cr LL O (D z O O O OOa>•L Q0 U U J d a Q a a� O U O 5 U ry w O w O z Q U 00000000000000000000000888888 l O I O 00000000000000000000000 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O ui of EA u) EA u3 of u3 u) u3 u) EA EA Efl u3 u> u) u3 w EA u> u3 u! EA EA u3 u3 EA u3 u3 u3 O IO 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Q u3 d3 u3 of u3 u3 u3 u3 u! u3 u> v-, u3 uT of u3 of u> u3 u! u! u3 u3 u3 u3 ul u) u3 tou3 �IOO000000000060000000000000000 000000000000000000000000000000 E00000000000000000000000000000 Q u3 of u3 u3 u3 of u) u)EA of V) u) ui u3 u3 u} u3 u3 u3 u3 ui 03 u3 ut u3 u} u3 u3 6c3 Q(Dc)(O000 00000000o0000000oo00000000000000 00 000000000000000000000000000000 00 u3u3u3u36>c»u�u�,u�,u,ug-6,3u)Fww 6»w6,3,wE»6,)-tq,F»6ok i»e» C000000000000000000000000000000 00 0 000 o o o 0 o o o o 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 o o o o o 0 0 0000000000000000000000000 000000 Q u} us us us us 61> ur us us u� u3- us urea u) u3 us ua us u> ua ua u3 u3� us us . a) 'C U � d cn D a� z w 0 z (n J Uwe U)p0 H pOw ~ O w • 0 • n Li U Cl v LL 0-0 o Cl c w o000000000000000000000000000000 0 �ca.!Qa) 0000000000000000000000000000000 0 w=�`-' 000000000000000000000000000000o v� C7 C a tf3W Ufl ER d3 Ufl ER WR EA Ei)6S 6S 6a M EA Hi fR(A M M M U)-M to fA U> M M Eli 63 VY a0 Q 0 0 o 60 a) L U) C 70 m a o >m0 0 L) = .(D O a) D- 6�, ry U J - O Q C DY O W} co0 .cu L) O QQ0 QCL (f3 Q LU D 0-1 0) O CO CL O C, .` O cn a) U U) � J O E F- Z �� 0 C L () a) E Y Z3 Z 2013 CONCRETE MAINTENANCE PROJECT —PHASE 11 GENERAL REQUIREMENTS INDEX SECTION 01010 Summary of Work 0I040 Coordination 01310 Construction Schedules 01330 Survey Data 01340 Shop Drawings 01410 Testing 01510 Temporary Utilities 01560 Temporary Controls 01700 Contract Closeout 01800 Method of Measurement and Basis of Payment PAGE NUMBERS General Requirements 2-3 General Requirements 4-5 General Requirements 6-7 General Requirements 8 General Requirements 9-11 General Requirements 12-13 General Requirements 14 General Requirements 15-16 General Requirements 17 General Requirements 18 • • SECTION 01010 SUMMARY OF WORK 1.1 DESCRIPTION OF WORK This work shall consist of the removal and/or installation of concrete curbs, gutters, sidewalks, crosspans,. aprons, drive approaches, inlets, concrete pavement, and pedestrian access ramps and placement of temporary asphalt patching adjacent to new concrete on designated streets in the City of Fort Collins. Specific locations are described in Section 3500, Project Map. A. Protection and Restoration. 1. Replace to equal or better conditions all items removed and replaced or damaged during construction. Restore all areas disturbed to match surrounding surface conditions. Also see tree protection standards. B. Construction Hours ' 1. Construction hours, except for emergencies, shall be limited to 7:00 a.m. to 6:00 p.m., Monday through Friday, unless otherwise authorized in writing by the Engineer. After hour equipment operation shall be in accordance with Section 1560. 2. Any work performed by the Contractor outside of the construction hours, whether or not authorized by the Engineer, shall entitle the Owner to deduct from compensation due to the Contractor sufficient funds to cover the Owner's costs in providing field engineering and/or inspection services because of such work. The cost for field engineering and inspection shall be $50.00 per hour. 1.2 NOTICES TO PRIVATE OWNERS AND AUTHORITIES A. Notify private owners of adjacent property, utilities, irrigation canal, and affected governmental agencies • when prosecution of the Work may affect them. B. Give notification 48 hours in advance to enable affected persons to provide for their needs when it is necessary to temporarily deny access or services. C. Contact utilities at least 48 hours prior excavating near underground utilities. D. Contact all agencies at least 72 hours prior to start of construction. Notify all agencies of the proposed scope of work schedule and any items which would affect their daily operation. i E. Darren Moritz/Tom Knostman will be the Program Manager/Project Engineer Darren Moritz 970-221-6618 Office 970-556-1495 cell Tom Knostman 970-221-6576 Office 970-679-7947 cell 0 F. Names and telephone numbers of affected agencies and utilities in the area are listed below for Contractor's convenience. General Requirements - Page 2 of 18 SECTION 01010 SUMMARY OF WORK UTILITIES Water: City of Fort Collins, Colorado 221-6700, Meter Shop 221-6759 Storm Sewer: City of Fort Collins, Colorado 221-6700 Sanitary Sewer: City of Fort Collins, Colorado 221-6700 Electrical: City of Fort Collins, Colorado 221-6700 Gas: Xcel Energy Emergency 1-800-895-2999 Local Contact: Pat Kreager 970-566-4416 Telephone: UNCC/ 1-800-922-1987 Local Contact: Debbie Kautz 970-689-0635 Traffic Operations: City of Ft. Collins, Colorado 221-6630 Cable Television: Comcast 493-7400 *Utility Notification Center of Colorado (UNCC) - 811 1-800-922-1987 AGENCIES Safety: Occupational Safety and Health Administration (OSHA): 844-3061 Fire: Poudre Fire Authority Non -Emergency: 221-65 81 Emergency: 911 Larimer County Sheriffs Department: Non - Emergency: 221-7177 1227 Police: City of Fort Collins Police Department Non -Emergency: 221-6540 Emergency: 911 Postmaster: US Postal Service: 225-411 1 Transportation: Transfort: 221-6620 Traffic Engineering: 221-6630 END OF SECTION General Requirements — page 3 of 18 Ambulance: Poudre Valley Hospital Non -Emergency: 484- Emergency: 911 �_A • L7 SECTION 00100 INSTRUCTIONS TO BIDDERS 1.0 DEFINED TERMS Terms used in these Instructions to Bidders which are defined in the Standard General Conditions of the Construction Contract (No. 1910-8, 1990 ed.) have the meanings assigned to them in the General Conditions. The term "Bidder" means one who submits a Bid to OWNER, as distinct from a sub -bidder, who submits a Bid to Bidder. The terms "Successful Bidder" means the lowest, qualified, responsible and responsive Bidder to whom OWNER (on basis of OWNER's evaluation as hereinafter provided) makes an award. The term "Bidding Documents" includes the Advertisement or Invitation to Bid, Instructions to Bidders, the Bid Form, and the proposed Contract Documents (including all Addenda issued prior to receipt of Bids). 2.0 COPIES OF BIDDING DOCUMENTS 2.1. Complete sets of Bidding Documents may be obtained as stated in the Invitation to Bid. No partial sets will be issued. The Bidding Documents may be examined at the locations identified in the Invitation to Bid. 2.2. Complete sets of Bidding Documents shall be used in preparing Bids; neither OWNER nor Engineer assumes any responsibility for errors or misinterpretations resulting from the use of incomplete sets of Bidding Documents. .• 2.3. The submitted Bid proposal shall include Sections 00300, 00410, 00420, and 00430 fully executed. • 2.4. OWNER and Engineer, in making copies of Bidding Documents available on the above terms, do so only for the purpose of obtaining Bids on the Work and do not confer a license or grant for any other use. 3.0 QUALIFICATION OF BIDDERS 3.1 To demonstrate qualifications to perform the Work, each Bidder must submit at the time of the Bid opening, a written statement of qualifications including financial data, a summary of previous experience, previous commitments and evidence of authority to conduct business in the jurisdiction where the Project is located. Each Bid must contain evidence of Bidder's qualification to do business in the state where the Project is located or covenant to obtain such qualification prior to award of the contract. The Statement of Qualifications shall be prepared on the form provided in Section 00420. 3.2. In accordance with Section 8-160 of the Code of the City of Fort Collins in determining whether a bidder is responsible, the following shall be considered: (1) The ability, capacity and skill of the bidder to perform the contract or provide the services required, (2) whether the bidder can perform the contract or provide the service promptly and within the time specified without delay or interference, (3) the character, integrity, reputation, judgment, experience and efficiency of the bidder, (4) the quality of the bidder's performance of previous contracts or services, (5) the previous and existing compliance by the bidder with laws and ordinances relating to the contract or service, (6) the sufficiency of the financial resources and ability of the bidder to perform the contract or provide the service, (7) the quality, availability and adaptability of the materials and services to the particular use required, (8) the ability of the bidder to provide future maintenance and service for the use of the subject of the contract, and SECTION 01040 • COORDINATION 1.1 GENERAL CONTRACTOR RESPONSIBILITIES A. Coordinate operations under contract in a manner which will facilitate progress of the Work. The Contractor shall also coordinate with the Landscape Contractor whose Work is separate from the General Contractor' s contract. B. Conform to the requirements of public utilities and concerned public agencies in respect to the timing and manner of performance of operations which affect the service of such utilities, agencies, or public safety. C. Coordinate operations under contract with utility work to allow for efficient completion of the Work. D. Coordinate all operations with the adjoining property owners, business owners, and surrounding neighborhoods to provide satisfactory access at all times and keep them informed at all times. E. The Contractor shall ensure that Subcontractors shall have visible company names on all vehicles that enter the work zone. 1.2 CONFERENCES A. A Pre -construction Conference will be held prior to the start of construction. I. Contractor shall participate in the conference accompanied by all major Subcontractors, including the Traffic Control Supervisor assigned to the project. 2. Contractor shall designate/introduce Superintendent, and major Subcontractors' supervisors assigned to project. 3. The Engineer shall invite all utility companies involved. . 4. The Utilities will be asked to designate their coordination person, provide utility plans, and their anticipated schedules. 5. The Engineer shall introduce the Project Representatives. 0 B. Additional project coordination conferences will be held prior to start of construction for coordination of the Work, refining project schedules, and utility coordination. C. Engineer may hold coordination conferences to be attended by all involved when Contractor's operations affects, or is affected by, the work of others. I. Contractor shall participate in such conferences accompanied by Subcontractors as required by the Engineer. 1.3 PROGRESS MEETINGS A. Contractor and Engineer shall schedule and hold regular progress meetings at least weekly and at other times as requested by the Engineer or required by the progress of the Work. B. Attendance shall include: I. Contractor and Superintendent. 2. Owner's Representatives. 3. Engineer and Project Representative. 4. Traffic Control Supervisor 5. Others as may be requested by Contractor, Engineer or Owner. General Requirements— page 4 of 18 SECTION 01040 COORDINATION C. Minimum agenda shall include: • I. Review of work progress since last meeting. 2. Identification and discussion of problems affecting progress. 3. Review of any pending change orders. 4. Revision of Construction Schedule anticipated two weeks in advance. D. The Engineer and Contractor shall agree to weekly quantities at the progress meetings. The weekly quantity sheets shall be signed by both parties. These quantity sheets, when signed, shall be final and shall be the basis for the monthly progress estimates. This process ensures accurate monthly project pay estimates. END OF SECTION • Cl General Requirements - Page 5 of 18 SECTION 01310 • CONSTRUCTION SCHEDULE Ll GENERAL A. The contractor shall prepare a detailed schedule of all construction operations and procurement after review of tentative schedule by parties attending the pre -construction conference. This schedule will show how the contractor intends to meet the milestones set forth. 1. No work is to begin at the site until Owner's acceptance of the Construction Progress Schedule and Report of delivery of equipment and materials. 1.2 FORMAT AND SUBMISSIONS A. Prepare construction and procure schedules in a graphic format suitable for displaying scheduled and actual progress. B. Submit two copies of each schedule to Owner for review. 1. Owner will return one copy to Contractor with revisions suggested or necessary for coordination of the Work with the needs of Owner or others. C. The schedule must show how the street, landscaping, and various utility work will be coordinated. 1.3 CONTENT A. Construction Progress Schedule. 1. Show complete work sequence of construction by activity and location for the upcoming two week • period. 2. Show changes to traffic control. 3. Show project milestones. B. Report of delivery of equipment and materials. 1. Show delivery status of critical and major items of equipment and materials. 2. Provide a schedule which includes the critical path for Shop Drawings, tests, and other submittal requirements for equipment and materials; reference Section 01340. 0 1.4 PROGRESS REVISIONS A. Submit revised schedules and reports at weekly project coordination meetings when changes are foreseen, when requested by Owner or Engineer, and with each application for progress payment. B. Show changes occurring since previous submission. 1. Actual progress of each item to date. 2. Revised projections of progress and completion. C. Provide a narrative report as needed to define: 1. Anticipated problems, recommended actions, and their effects on the schedule. 2. The effect of changes on schedules of others. General Requirements - Page 6 of 18 SECTION 01310 CONSTRUCTION SCHEDULE • 1.5 OWNER'S RESPONSIBILITY 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. 1.1 . SURVEY REQUIREMENTS END OF SECTION • 0 General Requirements - Page 7 of 18 SECTION 01330 SURVEY DATA • A. The Owner shall provide the construction surveying for the street and landscaping improvements. City Survey Crews will perform the surveying required. B. The Contractor must submit a survey request form to the City Surveyor a minimum of 48 hours prior to requiring surveying. C. If the requested surveying cannot be accomplished in the time frame requested by the Contractor, the survey personnel shall notify the Contractor with the date on which the requested work will be completed. D. Should a sudden change in the Contractor's operations or schedule require the survey personnel to work overtime, the Contractor shall pay the additional overtime expense. E. The Contractor shall protect all survey monuments and construction stakes. If it is unavoidable to remove a survey monument or construction stakes, the Contractor is responsible for notifying the Surveyor and allowing enough time for the monuments or stakes to be relocated. The Contractor will be responsible for the cost of re -staking construction stakes and for the cost of re-establishing a destroyed monument. F. The Contractor shall notify the Engineer prior to concrete removal when property line markers are inscribed in the surface of the existing concrete, typically designated by "+" or "x" markings. The Contractor shall NOT reinstall all existing property line markers in the surface of the new concrete. The Contractor may NOT offset the existing mark for reinstallation but shall notify the City Survey Crews and request the offset location prior to removal of the concrete. If markers are removed without offsetting and reinstalling, the Contractor shall be responsible for all costs, including survey costs, associated with relocating and reinstalling the markers. G. The Contractor shall be responsible for transferring the information from the construction stakes to any • necessary forms and for constructing all pipelines, drainage ways, pavements, inlets, walls, and other structures in accordance with the information on the stakes and grade sheets supplied by the Owner. L J END OF SECTION General Requirements — page 8 of 18 SECTION 01340 SHOP DRAWINGS 1.1 GENERAL • A. Submit Shop Drawings, Samples, and other submittals as required by the individual specification. 1. Engineer will not accept Shop Drawings or other submittals from anyone but Contractor. B. Schedule: Reference Section 01310, Construction Schedules. Submittals received by Engineer prior to the time set forth in the approved schedule will be reviewed at any time convenient to Engineer before the time required by the schedule. C. Any need for more than one re -submission, or any other delay in obtaining Engineer's review of submittals, will not entitle Contractor to extension of the Contract Time unless delay of the Work is directly caused by failure of Engineer to return any scheduled submittal within 10 days after receipt in his office of all information required for review of the submittals or for any other reason which prevents Engineer's timely review. Failure of Contractor to coordinate submittals that must be reviewed together will not entitle Contractor to an extension of Contract Time or an increase in Contract Price. D. Resubmit for review a correct submittal if errors are discovered during manufacture or fabrication. E. Contractor shall not use materials or equipment for which Shop Drawings or samples are required until such submittals, stamped by Contractor and properly marked by Engineer, are at the site and available to workmen. F. Contractor shall not use Shop Drawings which do not bear Engineer's mark "NO EXCEPTION TAKEN" in the performance of the Work. Review status designations listed on Engineer's submittal review stamp are defined as follows: 1. NO EXCEPTION TAKEN: Signifies material or equipment represented by the submittal conforms with • the design concept, complies with the information given in the Contract Documents and is acceptable for incorporation in the Work. Contractor is to proceed with fabrication or procurement of the items and with related work. Copies of the submittal are to be transmitted for final distribution. 2. REVISE AS NOTED: Signifies material or equipment represented by the submittal conforms with the design concept, complies with the information given in the Contract Documents and is acceptable for incorporation in the Work in accordance with Engineer's notations. Contractor is to proceed with the Work in accordance with Engineer's notations and is to submit a revised submittal responsive to notations marked on the returned submittal or written in the letter of transmittal. 3. REJECTED: Signifies material or equipment represented by the submittal does not conform to the design concept or comply with the information given in the Contract Documents and is not acceptable for use in the Work. Contractor is to submit submittals responsive to the Contract Documents. 4. FOR REFERENCE ONLY: Signifies submittals which are for supplementary information only; pamphlets, general information sheets; catalog cuts, standard sheets, bulletins and similar data, all of which are useful to Owner in design, operation, or maintenance, but which by their nature do not constitute a basis for determining that items represented thereby conform with the design concept or comply with the information given in the Contract Documents. Engineer reviews such submittals for general information but not for substance. 1.2 SHOP DRAWINGS A. Include the following information as required to define each item proposed to be fumished. 1. Detailed installation drawings showing foundation details, and clearances required for construction. 2. Relation to adjacent or critical features of the Work or materials. • General Requirements— page 9 of 18 SECTION 01340 SHOP DRAWINGS 0 3. Field dimensions, clearly identified as such. 4. Applicable standards, such as ASTM or Federal Specification numbers. 5. Drawings, catalogs or parts thereof, manufacturer's specifications and data, instructions, performance characteristics and capacities, and other information specified or necessary: a. For Engineer to determine that the materials and equipment conform with the design concept and comply with the intent of the Contract Documents. b. For the proper erection, installation, and maintenance of the materials and equipment which Engineer will review for general information but not for substance. c. For Engineer to determine what supports, anchorages, structural details, connections and services are required for materials and equipment, and the effect on contiguous or related structures, materials and equipment. 6. Complete dimensions, clearances required, design criteria, materials of construction and the like to enable Engineer to review the information effectively. B. Manufacturer's standard drawings, schematics and diagrams: 1. Delete information not applicable to the Work. 2. Supplement standard information to provide information specifically applicable to the Work. C. Format. 1. Present in a clear and thorough manner. 2. Minimum sheet size: 8 %" x I I ". 3. Clearly mark each copy to identify pertinent products and models. 4. Individually annotate standard drawings which are furnished, cross out items that do not apply, describe exactly which parts of the drawing apply to the equipment being furnished. 5. Individually annotate catalog sheets to identify applicable items. 6. Reproduction or copies of portions of Contract Documents: a. Not acceptable as complete fabrication or erection drawings. b. Acceptable when used as a drawing upon which to indicate information on erection or to identify detail drawings. 7. Clearly identify the following: a. Date of submission. b. Project title and number. c. Names of Contractor, Supplier and Manufacturer. d. Specification section number, specification article number for which items apply, intended use of item in the work, and equipment designation. e. Identify details by reference to sheet, detail, and schedule or room numbers shown in the Contract Documents. f Deviations from Contract Documents. g. Revisions on re -submittals. h. Contractor's stamp, initialed or signed, certifying to review of submittal, verification of products, field measurements and field construction criteria, and coordination of the information within the submittal with requirements of the Work and the Contract Documents. 1.3 SUBMISSION REQUIREMENTS A. Make submittals promptly in accordance with approved schedule, and in such sequence as to cause no delay in the Work or in the work of any other contractor. B. Minimum number required: 1. Shop Drawings. a. Three (3) copies minimum; two (2) copies which will be retained by Engineer. • 1.4 RE -SUBMISSION REQUIREMENTS General Requirements — page 10 of 18 SECTION 01340 SHOP DRAWINGS A. Make corrections or changes required by Engineer and resubmit until accepted. B. In writing call Engineer's attention to deviations that the submittal may have from the Contract Documents. C. In writing call specific attention to revisions other than those called for by Engineer on previous submissions. D. Shop Drawings. 1. Include additional drawings that may be required to show essential details of any changes proposed by Contractor along with required wiring and piping layouts. END OF SECTION General Requirements —page I I of 18 SECTION 01410 TESTING 1.1 GENERAL A. Provide such equipment and facilities as the Engineer may require for conducting field tests and for collecting and forwarding samples. Do not use any materials or equipment represented by samples until tests, if required, have been made and the materials or equipment are found to be acceptable. Any product which becomes unfit for use after approval shall not be incorporated into the work. B. All materials or equipment proposed to be used may be tested at any time daring their preparation or use. Furnish the required samples without charge and give sufficient notice of the placing of orders to permit the testing. Products may be sampled either prior to shipment or after being received at the site of the work. C. Tests shall be made by an accredited testing laboratory selected by the Owner. Except as otherwise provided, sampling and testing of all materials and the laboratory methods and testing equipment shall be in accordance with the latest standards and tentative methods of the American Society for Testing Materials (ASTM). D. Where additional or specified information concerning testing methods, sample sizes, etc., is required, such information is included under the applicable sections of the Specifications. Any modification of or elaboration on these test procedures which may be included for specific materials under their respective sections in the Specifications shall take precedence over these procedures. 1.2 OWNER'S RESPONSIBILITIES A. Owner shall be responsible for and shall pay all costs in connection with testing for the following: 1. Soil tests, except those called for under Submittals thereof. 2. Tests not called for by the Specifications of materials delivered to the site but deemed necessary by Owner. 3. Concrete test, except those called for under Submittals thereof. 1.3 CONTRACTOR'S RESPONSIBILITIES A. In addition to those inspections and tests called for in the General Conditions, Contractor shall also be responsible for and shall pay all costs in connection with testing required for the following: 1. All performance and field testing specifically called for by the specifications. 2. All retesting for Work or materials found defective or unsatisfactory, including tests covered under 1.2 above. 3. All minimum call out charges or stand by time charges from the tester due to the Contractor's failure to pave, pour, or fill on schedule for any reason except by action of the Engineer. B. Contractor shall notify the Engineer 48 hours prior to performing an operation that would require testing. 1.4 CONTRACTOR'S QUALITY CONTROL SYSTEM A. General: The Contractor shall establish a quality control system to perform sufficient inspection and tests of all items of Work, including that of his subcontractors, to ensure conformance to the functional performance of this project. This control shall be established for all construction except where the Contract Documents provide for specific compliance tests by testing laboratories or engineers employed by the Owner. The Contractor's control system shall specifically include all testing required by the various sections of these Specifications. B. Superintendence: The Contractor shall employ a full time Superintendent to monitor and coordinate all facets of the Work. The Superintendent shall have adequate experience to perform the duties of Superintendent, shall be assigned solely to this project, and shall remain on site during construction activities. General Requirements— page 12 of 18 SECTION 01410 TESTING C. Contractor's quality control system is the means by which he assures himself that his construction complies with the requirements of the Contract Documents. Controls shall be adequate to cover all construction operations and should be keyed to the proposed construction schedule. D. Records: Maintain correct records on an appropriate form for all inspections and tests performed, instructions received from the Engineer and actions taken as a result of those instructions. These records shall include evidence that the required inspections or tests have been performed (including type and number of inspections or test, nature of defects, causes for rejection, etc.) proposed or directed remedial action and corrective action taken. Document inspections and tests as required by each section of the Specifications, and provide copies to Engineer weekly. END OF SECTION 0 General Requirements —page 13 of 18 • (9) any other circumstances which will affect the bidder's performance of the contract. 3.3. Each Bidder may be required to show that he has handled former Work so that no just claims are pending against such Work. No Bid will be accepted from a Bidder who is engaged on any other Work which would impair his ability to perform or finance this Work. 3.4 No Bidder shall be in default on the performance of any other contract with the City or in the payment of any taxes, licenses or other monies due to the City. 4.0 EXAMINATION OF CONTRACT DOCUMENTS AND SITE 4.1. It is the responsibility of each Bidder, before submitting a Bid, to (a) examine the Contract Documents thoroughly, (b) visit the site to familiarize himself with local conditions that may in any manner affect cost, progress or performance of the Work, (c) familiarize himself with federal, state and local laws, ordinances, rules and regulations that may in any manner affect cost, progress or performance of the Work, (d) study and carefully correlate Bidder's observations with the Contract Documents, and (e) notify Engineer of all conflicts, errors or discrepancies in the Contract Documents. 4.2. Reference is made to the Supplementary Conditions for identification of: Subsurface and Physical Conditions SC-4.2. 4.3. The submission of a Bid will constitute an incontrovertible representation by Bidder that Bidder has complied with every requirement of this Article 4, that without exception the Bid is premised upon performing and furnishing the Work required by the Contract Documents and such means, methods, techniques, sequences or procedures of construction as may be indicated in or required by the Contract Documents, and that the Contract Documents are sufficient in scope and detail to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. 5.0 INTERPRETATIONS AND ADDENDA. 5.1. All questions about the meaning or intent of the Bidding Documents are to be submitted in writing to the Engineer and the OWNER. Interpretation or clarifications considered necessary in response to such questions will be issued only by Addenda. Questions received less than seven days prior to the date for opening of the Bids may not be answered. Only questions answered by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. 5.2. All questions concerning the scope of this project should be directed to the Engineer. Questions regarding submittal of bids should be directed to the City of Fort Collins' Purchasing Division. 5.3. Addenda may also be issued to modify the Bidding Documents as deemed advisable by OWNER or Engineer. 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 SECTION 01510 Jp TEMPORARY UTILITIES 1.1 UTILITIES r� U E A. Furnish all utilities necessary for construction. B. Make arrangements with Owner as to the amount of water required and time when water will be needed. 1. Meters may be obtained through the Water Utility Meter Shop at 221-6759 2. Unnecessary waste of water will not be tolerated. C. Furnish necessary water trucks, pipes, hoses, nozzles, and tools and perform all necessary labor. 1.2 SANITARY FACILITIES A. Furnish temporary sanitary facilities at each site for the needs of construction workers and others performing work or furnishing services on the Project. B. Properly maintain sanitary facilities of reasonable capacity throughout construction periods. C. Enforce the use of such sanitary facilities by all personnel at the site. D. Obscure facilities from public view to the greatest practical extent. END OF SECTION General Requirements— page 14 of 18 SECTION 01560 TEMPORARY CONTROLS • 1.1 NOISE CONTROL A. The Contractor shall take reasonable measures to avoid unnecessary noise when construction activities are being performed in populated areas. Refer to Revision of Section 108 for additional requirements. B. Construction machinery and vehicles shall be equipped with practical sound muffling devices, and operated in a manner to cause the least noise consistent with efficient performance of the Work. C. Cease operation of all machinery and vehicles between the hours of 6:00 p.m. and 7:00 a.m. 1.2 DUST CONTROL A. Dusty materials in piles or in transit shall be covered to prevent blowing material. B. The Contractor shall be respectful to pedestrians and bicyclists when sweeping road surfaces. The Contractor shall cease operation until the citizen(s) has cleared the area. C. Earth and road surfaces subject to dusting due to construction activities and detouring of traffic shall be kept moist with water or by application of a chemical dust suppressant. 1. Chemical dust suppressant shall not be injurious to existing or future vegetation. 1.3 POLLUTION CONTROL A. Prevent the pollution of drains and water courses by sanitary wastes, concrete, sediment, debris and other substances resulting from construction activities. 1. Retain all spent oils, hydraulic fluids, and other petroleum fluids in containers for proper disposal off the • site. 2. Prevent sediment, debris, or other substances from entering sanitary sewers, storm drains and culverts. 1.4 EROSION CONTROL A. Take such measures as are necessary to prevent erosion of soil that (night result from construction activities. Measures in general will include: a. Control of runoff. b. Trapping of sediment. c. Minimizing area and duration of soil exposure. d.. Approved temporary materials such as hay bales, sand bags, plastic sheets, riprap, or culverts to prevent the erosion of banks and beds of watercourses or drainage swales where runoff will be increased due to construction activities. B. Preserve natural vegetation to greatest extent possible. C. Locate temporary storage and route construction traffic so as to preserve vegetation and minimize erosion. D. Comply with the City of Fort Collins' Storm Drainage Erosion Control Manual. 1.5 TRAFFIC CONTROL A. Maintain traffic control in accordance with the latest revisions of the "Manual of Uniform Traffic Control Devices" (MUTCD), the City of Fort Collins "Work Area Traffic Control Handbook," and the "Larimer County Urban Area Street Standards." In the event of a conflict between the MUTCD criteria and the City's criteria, the City's criteria shall govern. See Revision of Sections 104 and 630. General Requirements —page 15 of 18 0 • SECTION 01560 TEMPORARY CONTROLS 1.6 PARKED VEHICLES A. See Revision of Section 104 for issues related to parked vehicles. 1.7 HAUL ROUTES The Engineer reserves the right to set haul routes in order to protect pavements, both new and old, from heavy loads. These pavements may include, but are not limited to, recently constructed pavements, recently overlaid pavements, and/or pavements whose condition would be significantly damaged by heavy loads. END OF SECTION General Requirements —page 16 of 18 SECTION 01700 CONTRACT CLOSEOUT 1.1 CLEANING AND RESTORATION Return the premises and adjacent properties to conditions existing or better than existing at the time the work was begun. This will include providing labor, equipment and materials for cleaning, repairing, and replacing facilities damaged or soiled during construction. The Engineer will be the judge of the degree of restoration required. 1.2 PROJECT RECORD DOCUMENTS A. Maintain on the job site, and make available to the Engineer upon request, one current marked -up set of the drawings which accurately indicate all approved variations in the completed work that differ from the design information shown on the drawings. Further, these drawings should reflect all underground obstacles encountered. B. These record drawings along with any survey records, photographs, and written descriptions of work as may be required by the Engineer shall be submitted prior to project acceptance. END OF SECTION • General Requirements —page 17 of 18 SECTION 01800 METHOD OF MEASUREMENT AND BASIS OF PAYMENT 1.1 DEFECTIVE WORK A. Owner shall not pay for defective work and repair or additional work required to bring the project to a point of acceptance. 1.2 BID PRICE A. The Total Bid Price covers all Work required by the Contract Documents. All work not specifically set forth as a pay item in the Bid Form shall be considered a subsidiary obligation of Contractor and all costs in connection therewith shall be included in the prices bid for the various items of Work. B. Prices shall include all costs in connection with the proper and successful completion of the Work, including furnishing all materials, equipment and tools, and performing all labor and supervision to fully complete the Work. C. Unit prices shall govern over extensions of sums. D. Unit prices shall not be subject to re -negotiation. 1.3 ESTIMATED QUANTITIES A. All quantities stipulated in the Bid Form at unit prices are approximate and are to be used only as a basis for estimating the probable cost of the Work and for the purpose of comparing the bids submitted to the Work. The basis of payment shall be the actual amount of materials furnished and Work done. B. Contractor agrees that he will make no claim for damages, anticipated profits, or otherwise on account of any difference between the amount of Work actually performed and materials actually furnished and the 40 estimated amount therefor. END OF SECTION General Requirements— page 18 of 18 SECTION 02000 PROJECT SPECIFICATIONS The Colorado Department of Transportation "Standard Specifications for Road and Bridge Construction", latest revision, and the Latimer County "Urban Area Street Standards" (hereafter referred to as the "Standard Specifications"), latest revision, are made a part of this Contract by this reference, except as revised herein, and are hereby adopted as the minimum Standard Specifications of Compliance for this project. In those instances where the Standard Specifications conflict with any of the provisions of the preceding Sections, the preceding Sections shall govern. INDEX OF REVISIONS SECTION 104 Traffic and Parking Control 105 Control of Work 107 Safety and Protection and Restoration of Property and Landscape 108 Prosecution and Progress 201 Clearing and Grubbing 202 Removal of Structures and Obstructions 203 Excavation and Embankment 208 Erosion Control and Inlet Protection 212 Seeding, Fertilizer, and Sodding 304 Aggregate Base Course 403 Hot Mix Asphalt — Patching 601 Finishing Hardened Concrete Surfaces 604 Inlets and Culverts 608 & 609 Sidewalks, Curb and Gutter, Drive Approaches, Aprons, Crosspans, Pedestrian Access Ramps, Flatwork, and Concrete Pavement 623 Irrigation System 627 Pavement Markings 630 Construction Zone Traffic Control 0 11 REVISION OF SECTION 104 TRAFFIC AND PARKING CONTROL 0 Section 104 of the Standard Specifications is hereby revised as follows: MAINTAINING TRAFFIC Subsection 104.04 shall be amended to include the following. It shall be the Contractor's responsibility to clear parking from the streets when such parking will interfere with the work. Prior to work that requires the street(s) to be closed to parking and/or traffic, the street(s) shall be posted for "NO PARKING". "NO PARKING" signs shall be placed at a minimum of 100 foot intervals. The placement of these signs shall take place at least 24 hours prior to the commencement of work and shall clearly show the type of work, and the day, date, and times that the message on the sign is in effect. (For example, if a street is to be repaired on Wednesday, July 2, the street shall be posted no later than Tuesday, July I, by 7:00 a.m. with a sign that reads similar to "NO PARKING, WEDNESDAY, JULY 2, 7:00 A.M. TO 6:00 P.M., Concrete Repairs (see sample "NO PARKING" sign on page 4). "NO PARKING" signs shall remain in place until the street is opened to traffic and all clean -tip operations completed. No Parking signs may be placed, maintained and removed by a representative of the Contractor, the Traffic Control Supervisor, or Flagger. All information on the "NO PARKING" signs, with the exception of the type of work, date, and time shall be in block letters permanently affixed to the sign. Any information added to a sign, such as dates, shall be clearly legible and written in block style letters. The "NO PARKING" signs shall be in effect for one or two days only. In the event the Contractor deems it necessary to remove a vehicle that has not adhered to the "NO PARKING" notification, the Contractor shall first make every reasonable effort to locate and contact the owner of the vehicle. Should the Contractor be unable to locate the owner of the vehicle, the Contractor shall notify the Engineer to arrange for towing. If the "NO PARKING' sign has been in place for a minimum of 24 hours, the City will make every reasonable effort to remove the offending vehicle within four (4) hours of notification from the Contractor. The Contractor shall not be entitled to additional compensation for delays associated with • the towing of illegally parked vehicles. The Contractor shall have an approved Traffic Control Plan on site at all times. Traffic control signage on the construction site shall be set up in accordance with the approved traffic control plan and in accordance with the specifications. E Work performed by the Contractor without an approved traffic control plan or when "NO PARKING" signs have not been placed as required by the specifications shall not be paid. The Contractor shall also be subject to a pay deduction of up to $1,000.00 per occurrence per day for traffic control not in compliance with referenced specifications or requirements contained herein. Issues subject to deductions may include but are not limited to: Traffic Control Supervisor not on the project site at all times (unless pre -approved by the Engineer) An approved traffic control plan not on site Traffic control device set up by flagging personnel unless assisting the Traffic Control Supervisor Traffic control signage not set up in accordance with the approved traffic control plans Inadequate Flagging personnel and/or flagging equipment The Engineer shall issue a written warning to the Contractor, Subcontractor, and/or Traffic Control Supervisor documenting the type of violation. The Engineer shall determine the deduction amount based on the Engineers' opinion of the infraction severity and the number of previous infractions. Upon issuance of the third violation, the Engineer may request the Subcontractor, Traffic Control Supervisor and/or flagging personnel be removed from the project. Removal from the project in which the violations were issued shall be in effect for the remainder of the year. The contractor shall find replacement Traffic Control Subcontractor, TCS, and/or flagging personnel within two weeks of the third notice without an adjustment to contract price or working days or the Contract may be terminated and rebid. Project Specifications - Page 2 of 48 REVISION OF SECTION 104 TRAFFIC AND PARKING CONTROL At or near the end of each work day, a representative of the Contractor, the Traffic Control Supervisor, and the Engineer shall meet to discuss the progress of the work, the placement of upcoming traffic control devices including "NO PARKING" signs. The quantity of traffic control devices used that day and for the next day shall be agreed upon by the Contractor and the Engineer. Any necessary adjustments shall be made. The Contractor and Engineer shall also review and determine the proposed means of handling parking and traffic control for the upcoming work. It is the responsibility of the Contractor to minimize any inconvenience to the public as a result of their work. The Contractor shall maintain access at all times to all businesses within the project. The installation schedule shall be communicated to all businesses and residents affected by the work at least 48 hours prior to starting work. Any changes to the traffic control, as directed by the Engineer, including additional signs, barricades, and/or flaggers needed shall be immediately implemented. Traffic control shall be paid under Revision of Section 630, "Construction Zone Traffic Control" found herein i Project Specifications - Page 3 of 48 0 0 REVISION OF SECTION 104 TRAFFIC AND PARKING CONTROL NO PARKING Wed JUlY 2 7:00 AM - 6:00 PM CONCRETE REPAIRS END OF SECTION Project Specifications - Page 4 of48 REVISION OF SECTION 105 CONTROL OF WORK Section 105 of the Standard Specifications is hereby revised as follows: AUTHORITY OF THE ENGINEER Subsection 105.01 shall be amended to include the following: No phase of construction shall start until the Traffic Control Plan has been approved. Failure to have an approved Traffic Control Plan shall constitute cause for the Owner to stop work. During periods of Traffic Control non-compliance, the Contractor may be assessed $1,000.00 per day, may forfeit payment of work and materials installed, and may lose contract working days as determined by the Owner. The Contractor shall not be entitled to compensation for delays associated with non -compliant periods. PLANS, SHOP DRAWINGS, WORKING DRAWINGS, OTHER SUBMITTALS, AND CONSTRUCTION DRAWINGS Subsection 105.02 shall be amended to include the following: The Contractor shall furnish the required submittals in TABLE 105-1 one week before the commencement of work. Three (3) copies shall be furnished to the Engineer, two (2) copies will be returned to the Contractor upon approval. Submittals shall not be measured and paid for separately but shall be included in the work. TABLE 105-1 SUMMARY OF CONTRACTOR SUBMITTALS Section No. Description Approval Needed Reoccurring 107.02 Topsoil Soil Analysis or Soil Sample Submittal Yes Yes 108.03 Schedule of Work Yes Yes 203.05 Borrow Material Gradation Yes Yes 208.02 Erosion Control Devices Yes No 208.06 Sill Kit: List of items included within kit Yes No 212.02 Sod/Seed Yes No 304.02 Aggre ate Base Course/Recycled Concrete Soil Analysis Yes No 601.01 Exposed Sand Finish Yes No 608.00 Concrete Mix Designs Yes No 608.00 Curing Compound Yes No 608.00 Finishing Aide Yes No 608.00 MSDS Sheets for Curing Compound and Finishing Aide Yes No 630.00 Traffic Control Plans Yes Yes 630.11 TCS Qualifications (reoccurs when TCS and flaggers change) Yes No 630.11 Resident Notification Letter Yes Yes COOPERATION BY CONTRACTOR Subsection 105.10 shall be amended to include the following: E The City of Fort Collins is committed to comply with the United States Environmental Protection Agency (EPA) and the Streets Department Environmental Management System (EMS) requirements that vehicles on City projects shall comply with the "Anti -Idling Policy" to reduce environmental impacts related to construction. Contractors and Subcontractors shall comply with turning off vehicles and equipment instead of idling for long periods (more than thirty (30) seconds after stopping at destination and/or not more than five (5) minutes aggregated within si i), (60) minutes). Exceptions for powering auxiliary equipment and for safety or health emergencies are allowed. COOPERATION WITH UTILITIES • Project Specifications - Page 5 of 48 herewith. The Bid Bond must be executed by a surety meeting the requirements of the • General Conditions for surety bonds. 6.2. The Bid Security of the successful Bidder will be retained until such Bidder has executed the Agreement and furnished the required contract security, whereupon Bid Security will be returned. If the successful Bidder fails to execute and deliver the Agreement and furnish the required contract security within 15 days of the Notice of Award, OWNER may annul the Notice of Award and the Bid Security of that Bidder will be forfeited. The Bid Security of other Bidders whom OWNER believes to have reasonable chance receiving the award may be retained by OWNER until the earlier of the seventh day after the effective date of the Agreement or the thirty-first day after the Bid Opening, whereupon Bid Security furnished by such Bidders will be returned. Bid Security with Bids which are not competitive will be returned within seven days after the Bid opening. 7.0 CONTRACT TIME. The number of days within which, or the date by which the Work is to be substantially complete and also completed and ready for Final Payment (the Contract Times) are set forth in the Agreement. 8.0 LIQUIDATED DAMAGES. Provisions for liquidated damages are set forth in the Agreement. 9.0 SUBSTITUTE ("OR EQUAL") MATERIAL AND EQUIPMENT The Contract, if awarded, will be on the basis of material and equipment described on the Drawings or specified in the Specifications without consideration of possible substitute or "or equal' items. Whenever it is indicated on the Drawings or specified in the Specifications that a substitute or "or equal' item of material or equipment may be furnished or used by CONTRACTOR if acceptable to Engineer, application for such acceptance will not be considered by Engineer until after the "effective date of the Agreement'. The procedure for submittal of any such application by CONTRACTOR and consideration by Engineer is set forth in the General Conditions which may be supplemented in the General Requirements. 10.0 SUBCONTRACTORS, SUPPLIERS AND OTHERS 10.1. Each Bidder shall submit at the Bid opening to OWNER a list of principal subcontractors he proposes to use in the Work. Refer to Section 00430 contained within these Documents. 10.2. If OWNER or Engineer after due investigation has reasonable objection to any proposed Subcontractor, either may, before the Notice of Award is given, request the apparent successful Bidder to submit an acceptable substitute without an 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. L1 REVISION OF SECTION 105 CONTROL OF WORK • Subsection 105.11 shall be amended to include the following: Concrete construction and reconstruction operations at intersections may involve the destruction and replacement of traffic signal loop detectors and/or new detectors may be installed at intersections where they do not currently exist. The existing traffic signal loop detectors shall be removed by the Contractor at no additional cost. New and replacement loop detectors shall be installed by the City Traffic Division. The Contractor shall cooperate with the schedule of this work to insure the timely installation of loop/camera detectors. The Contractor shall coordinate with the City Traffic Division to insure that their work is completed before concrete placement operations begin. COOPERATION BETWEEN CONTRACTORS Subsection 105.12 shall be amended to include the following: City Utilities, Streets, Parks, Traffic, and utility Contractors may perform work related to the project within or near the limits of this project. The Contractor shall conduct the work without interfering or hindering the progress or completion of the work being performed by other Contractors. The Contractor shall coordinate extensively with these entities to minimize traffic control and scheduling conflicts and ensure timely completion of all the work. The contractor shall allow supporting utility work within their traffic control areas and provide flagging, if necessary, in support of their work and safety requirements. INSPECTION AND TESTING OF WORK Subsection 105.16 shall be amended to include the following: The Contractor shall keep the Engineer informed of his future construction operations to facilitate scheduling of required inspection, measuring for pay quantities, and sampling. The Contractor shall notify the Engineer a • minimum of 24 hours in advance of starting any construction operation that will require inspection, measuring for pay quantities, or sampling. Failure of the Contractor to provide such notice will relieve the Owner and the Engineer from any responsibility for additional costs or delays caused by such failure. Inspection of the work or materials shall not relieve the Contractor of any obligations to fulfill his contract or complete warranty elements as prescribed. Work and materials not meeting specifications shall be corrected and unsuitable work or materials may be rejected, notwithstanding that such work or materials have been previously inspected by the Engineer or that payment therefore has been included in the progress estimate. MAINTENANCE DURING CONSTRUCTION Subsection 105.19 shall be amended to include the following: The roadway area, including curb, gutter, and sidewalk, adjacent to and through the construction area shall be cleaned of debris generated by the Contractor at the earliest opportunity, but in no case shall the area not be cleaned after the completion of the daP's work. Large debris (greater than one inch) and regardless of the source, shall be picked up and disposed of offsite at the contractors expense. Smaller particulate debris shall be blown from the sidewalks, driveways, curb, and gutter into the street where it can be picked up by a sweeper without transmitting debris back on sidewalk areas. It shall be the Contractor's responsibility to provide the necessary manpower and equipment to satisfactorily clean the roadway area at no extra cost. The Contractor shall utilize a combination of pick-up brooms, side brooms, and/or other equipment as needed to clean the streets. The requirement to sweep the street shall be suspended during the leaf fall period between September 12`h and November 121h unless directed by the Engineer for areas with minimal leaf fall. All sweeping and clean up equipment shall be approved by the Engineer prior to the commencement of work. The Contractor shall maintain the streets during the. construction process as prescribed above. • If a street requires additional sweeping by City forces, the Owner shall deduct from compensation due the Contractor sufficient funds to cover the Owner's cost to provide the sweeping service. Project Specifications - Page 6 of 48 REVISION OF SECTION 105 CONTROL OF WORK • All cost of maintaining the work during construction and before the project is accepted, shall not be measured and paid for separately but shall be included in the work. END OF SECTION • • Project Specifications - Page 7 of 48 REVISION OF SECTION 107 SAFETY AND PROTECTION AND RESTORATION OF PROPERTY AND LANDSCAPING • Section 107 of the Standard Specifications is hereby revised as follows: Subsection 107.06 shall be amended to include the following: Personnel on Street Maintenance Program (SMP) projects shall use protective equipment prescribed by Local, State, and Federal safety regulations to attempt to control or eliminate hazards or exposure to illness or injury. The Contractor and Subcontractors are responsible for providing and insuring the use of the required Personal Protective Equipment (PPE). Only Personal Protective Equipment complying with the Occupational Safety and Health Administration (OSHA) or American National Standards Institute (ANSI) regulations shall be used. The Contractor shall be responsible for the compliance of their employees and the Subcontractor's employees. The Contractor's safety representative shall make regular field inspections to audit and document compliance. An employee of the Contractor or Subcontractor who refuses to use the prescribed protective equipment designed for their protection, or willfully damages such equipment, constitutes cause for the Engineer to request removal of the employee from the site. The Contractor's personnel shall be required to wear safety vests, hard hats, and steel toe boots while on the construction site(s). Subsection 107.12 shall be amended to include the following: The fact that any underground facility (sprinkler systems, utility services, etc.) is not shown on the plans, details, or construction documents shall not relieve the Contractor of his responsibilities as provided for in the Contract. It shall be the Contractor's responsibility, pursuant thereto, to ascertain the location of such underground improvements which may be subject to such damage by reason of his operations. Any pruning of vegetation shall require the written permission of the property owner and/or the Engineer. • If the landscape removal area adjacent to the concrete repair is six (6) inches or less in width, the Contractor shall repair any subsurface utilities including irrigation systems, clean the area of all construction debris (i.e. concrete, road base, etc.) to a minimum depth of four (4) inches, prepare all edges to be clean and vertical, and place and compact imported topsoil. The topsoil shall be compacted (until firm, but not over compacted) utilizing a hand operated roller or other method approved by the Engineer. At the Engineers discretion, any areas to be restored where the disturbed area is greater than six (6) inches in width and greater than 12 inches in length adjacent to the concrete repair, the Engineer may require the Contractor to clean and prepare the area along the entire length of the repair location as stated above to a minimum one foot (12 inches) wide, place sod on the prepared surface, water the new sod once thoroughly, and notify the property owner in writing of the nature of the work that has taken place. The Contractor shall also notify the property owner of the fact that the sod will be watered only once by the Contractor and provide the property owner the recommended watering schedule suggested by the sod supplier. The Contractor shall make every effort to minimize the need for sod placement. If the existing asphalt along the concrete toe is in good condition and salvageable during concrete removal, as determined by the Engineer, the Contractor shall preserve the existing asphalt. Minimizing the landscape removal areas behind the sidewalk, curb and gutter shall continue to be the primary goal. The pay item for "Asphalt Pavement Preservation" is intended to compensate the Contractor for additional removal time, backfill, sprinkler repair, and sodding that shall be required while preserving the existing asphalt and minimizing the removal area behind the repair. "Asphalt Pavement Preservation" shall provide compensation for this type of repair and shall be measured and paid in addition to the concrete pay item for the type of repair (i.e., Driveover Curb, Gutter and 6" Sidewalk — Remove & Replace). Revision of Section 608 and 609 defines the measurement and payment for these removals. The placement of backfill and top soil for concrete repair locations shall be completed within two (2) working days of the placement of the concrete. Excavated soils from the repair locations may be stockpiled on site and used as backfill for areas behind the • new concrete installation and below the top four (4) inches of the surface. Imported Topsoil shall consist of loose friable river bottom or farmland loam, reasonably free of manmade Project Specifications - Page 8 of 48 REVISION OF SECTION 107 , SAFETY AND PROTECTION AND RESTORATION OF PROPERTY AND LANDSCAPING materials subsoil, refuse, stumps, roots, rocks, brush, weeds, noxious weed seeds, heavy clay, hard clods, trash, • toxic substances, or other material which would be detrimental to the proper development of vegetative growth. Imported topsoil shall have 100% passing the 1/4" screen and shall contain a combination of sand, clay, and friable loam. The Contractor shall submit a soil analysis or sample for approval by the Engineer. The topsoil shall be in a relatively dry state but shall contain sufficient moisture to allow compaction and shall be placed during dry weather. The topsoil shall be fine graded to eliminate rough and low areas and ensure positive drainage. The existing levels, profiles, and contours shall be maintained. If the area to be repaired is only damaged on the surface, the Contractor shall remove the damaged areas of sod to a depth that will allow new sod to be placed, place new sod, water once and notify the property owner in writing of the nature of the work that has taken place. The Contractor shall also notify the property owner of the fact that the sod will be watered only once by the Contractor and provide the property owner the recommended watering schedule suggested by the sod supplier. The minimum overall width of the area to be sodded shall be one (1.0') foot. For concrete repair locations, the placement of sod shall be completed by the end of the first working day of the week following the placement of the concrete. Sprinkler systems - Sprinkler systems designated for relocation shall be capped off at the limits of construction and protected from damage by the Contractor. Sprinkler heads shall be salvaged and stockpiled on each property for use when reconstructing the sprinkler systems. Sprinkler systems damaged outside of the construction limits as a result of construction operations shall be replaced at the Contractor's expense within three (3) working days from the date of damage. All landscaping that is damaged due to construction operations shall be replaced by the Contractor at his expense unless a written waiver is obtained from the property owner and submitted to the Engineer. Re -sodded • lawns shall be watered once by the Contractor. All costs for protecting and restoring landscaping and lawns shall be considered a subsidiary obligation of the Contractor in connection with the various items of the Work and no measurement or payment shall be made separately for the protection and restoration of landscaping and lawns. All restoration of landscaping and lawns damaged by construction operations, other than concrete repair, shall take place within three (3) working days from the date of damage. /n areas where the Engineer directs new work or the reconstruction area requires grade adjustment, the placement of topsoil, sod, -and sprinkler relocation will be provided by the City under separate contract. All labor, materials, tools, equipment, incidentals, and work involved in protecting or repairing underground facilities shall be considered incidental to the Work and shall not be measured and paid for separately. END OF SECTION • Project Specifications - Page 9 of 48 REVISION OF SECTION 108 PROSECUTION AND PROGRESS • Section 108 of the Standard Specifications is hereby revised as follows: SCHEDULE Subsection 108.03 shall be amended to include the following: A schedule of work must be submitted prior to starting work and shall include the number of working days per area to complete all work items covered by the contract but shall not exceed the number of contract working days. Location of vicinity maps are referenced in Section 03500, Project Maps. The schedule should take any priorities into consideration and include projected start and end dates for each area. Area and street quantities are described in Section 02500, Quantity Estimates. Prior to award, mutually acceptable milestones shall be determined by the Contractor and the City based on the schedule of working days discussed above. LIMITATION OF OPERATIONS Subsection 108.05 shall be amended to include the following: The work shall be completed within the following calendar months: ®M® • .. ®®®®®MM� • DETERMINATION AND EXTENSION OF CONTRACT TIME Subsection 108.08 shall be amended to include the following: Working hours on residential and collector streets shall be 7.00 a.m. to 6:00 p.m., Monday through Friday, or as approved by the Engineer. Working hours on arterial streets shall be restricted to 8:30 a.m. to 3:30 p.m., or as approved by the Engineer. Working hours within CDOT right-of-wav (S.H. 287 College Ave. and Hwy 17 Mulberry St.) shall be restricted to 9: 00 a.m. to 3:00 p.m. The above time restrictions shall apply to the days' preparatory work, equipment maintenance, and clean up unless approved by the Engineer. Contract working days shall be completed in one hundred forty (140) consecutive working days and during the months of May through November. The Contractor shall mobilize to begin work within ten (10) working days of the Notice to Proceed and shall continue installations through completion of the contract. FAILURE TO COMPLETE WORK ON TIME Subsection 108.09 shall be amended to include the following: Failure to meet the agreed upon milestones, mobilize within the days specified, or fully complete the project in one hundred forty ,(140)_ consecutive working, day , shall result in liquidated damages assessed against the • Contractor. - Project Specifications -Page 10 of 48 REVISION OF SECTION 108 PROSECUTION AND PROGRESS At the City's option, liquidated damages in the amount of $1,000.00 per day may be retained from any monies , due the Contractor, or the City may retain an additional Contractor(s) to complete the work, or portion thereof, and retain any costs incurred above and beyond the bid prices of the Contract from any monies due the Contractor in lieu of liquidated damages. END OF SECTION E Project Specifications - Page I 1 of 48 REVISION OF SECTION 201 CLEARING AND GRUBBING isSection 201 of the Standard Specifications is hereby revised as follows: C�1 CONSTRUCTION REQUIREMENTS Subsection 201.02 shall be amended to include the following: When tree roots are encountered during construction operations, the Contractor shall notify the Engineer prior to root removal. The Engineer and the City Forester's representative shall then make a determination regarding removal. When it is apparent that the tree roots have heaved the concrete section, the Contractor shall remove the section(s) of concrete as early as possible to allow time for inspection and to schedule root grinding operations, under separate contract. Root grinding will be scheduled as soon as possible to minimize delays in construction. Delays to concrete installation due to root grinding shall not be considered for additional traffic control payment or additional days added to the total contract working days but shall be anticipated in the Contractor's schedule. Where it is anticipated that tree roots may be encountered, great care shall be taken by the Contractor to prevent any damage to the roots with tools or equipment. Damage to roots during concrete removal shall be trimmed and cut with a sharpened, sanitized saw, cut orthogonally to its longitudinal axis as closely as practical, to leave the freshly cut root surface in a clean and smooth condition. Axes or other blunt objects shall not be used to cut tree roots. BASIS OF PAYMENT Subsection 201.04 shall be amended to include the following: All costs for removing tree roots shall be considered a subsidiary obligation of the Contractor in connection with the various items of the Work and no measurement or payment shall be made separately for the removal and trimming of tree roots. END OF SECTION Project Specifications - Page 12 of 48 REVISION OF SECTION 202 REMOVAL OF STRUCTURES AND OBSTRUCTIONS Section 202 of the Standard Specifications is hereby revised as follows: DESCRIPTION Subsection 202.01 shall be amended to include the following: This work consists of sawing and cutting to facilitate controlled breaking and removal of concrete, asphalt, and flagstone to a neat line. CONSTRUCTION REQUIREMENTS Subsection 202.02 shall be amended to include the following: Sawing of concrete and asphalt shall be done to a true line having a vertical face, unless otherwise specified. The depth of the saw cut in concrete and asphalt shall be of sufficient depth to ensure a vertical, smooth face, free from breakage, or as directed by the Engineer. Cuts in asphalt or concrete pavement shall be made such that each edge shall be parallel or at right angles to the direction of traffic. Dust created by sawing shall be mitigated by wet sawing or other means approved by the Engineer. Residue from sawing shall be removed by the Contractor at the earliest opportunity. Residue will not be allowed to run through the gutter flow line for more than fifty (50) feet. The Contractor shall prevent tracking of residue onto the roadway or walkway and shall prevent discharge into the storm drainage system. The Contractor shall use a storm water protection device or other means of controlling run off of residue as approved by the Engineer. See Section 208 "Erosion Control and Inlet Protection' contained herein. METHOD OF MEASUREMENT Subsection 202.11 shall be amended to include the following: Sawing shall be measured by the lineal foot. This item shall on[p be measured and paid where the Engineer directs sawing not already being paid under another item. Sawing related to the items described in Revision of Section 604 - Inlets and Culverts, and Section 608 & 609 Sidewalks, Curb & Gutter, Drive Approaches, Aprons, Crosspans, Pedestrian Access Ramps, Flatwork, and Concrete Pavement, shall be considered a subsidiary obligation of the Contractor, and shall not be measured and paid for separately. Erosion control measures used during sawing are considered incidental to sawing operations and shall not be measured and paid for separately. BASIS OF PAYMENT Subsection 202.12 shall be amended to include the following: Payment shall be made under: Pay Item Unit 202.01 Sawcutting 4 to 6" Lineal Foot The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all work involved in Sawcutting as specified in these specifications, as shown on the plans, and as directed by the Engineer. END OF SECTION • • • Project Specifications - Page 13 of 48 REVISION OF SECTION 203 EXCAVATION AND EMBANKMENT • Section 203 of the Standard Specifications is hereby revised as follows: DESCRIPTION Subsection 203.01 shall be amended to include the following: This work shall consist of removing and disposing of the existing pavement, base or other material, preparing the subgrade for the subsequent course, and placing borrow in accordance with the specifications and in reasonably close conformity with the lines, grades, and typical cross sections shown on the plans or as designated by the Engineer. All excavation will be classified, "General Excavation", as hereafter described. The Contractor shall dispose of all excavated material. CONSTRUCTION REQUIREMENTS Subsection 203.05 shall be amended to include the following: General Excavation shall consist of the excavation of all materials of whatever character required for the work not being removed under some other item. The Contractor shall be responsible for the protection of the subgrade/base course until subsequent courses have been placed. The excavation will be accomplished in the following manner: General Excavation: The areas to be removed will be marked on the surface with paint by the Engineer. A straight vertical cut shall be made through the pavement, if necessary, to provide a square or rectangular opening, such that each edge will be parallel or at right angles to the direction of traffic. Wheel cutting, ripping, and tearing of asphalt using construction equipment such as a grader (blade) shall not be allowed. If, in the opinion of the Engineer, the subgrade material is unsuitable, it shall be removed to the limits and depths designated. Where excavation to the finished grade section (including General Excavation and Patching) results in a subgrade of unsuitable soil, the Contractor shall remove the unsuitable materials and backfill to the finished grade section with approved material as directed by the Engineer. After the material has been removed to the depth specified by the Engineer, the Contractor shall prepare the subgrade by compacting with a sheepsfoot roller, rubber tired roller, and/or other compaction equipment as approved by the Engineer. The subgrade preparation shall not be measured and paid for separately, but shall be included in the contract unit price for General Excavation. Borrow: Borrow shall be placed as directed by the Engineer. The minimum amount of borrow shall be one load (approximately ten (10) ton). The cost for compaction shall be included in the contract unit price for Borrow. Borrow material shall meet the grading requirement for Class 1 (Pit Run) or Class 5 (Road Base) Aggregate Base Course. Class 1 Aggregate Base Course need not be crushed and can be of the pit run variety provided it falls within the gradation requirements as shown in the Standard Specifications. The material required for the specific location shall be directed by the Engineer. Load slips shall be consecutively numbered for each day and submitted to the Engineer daily. Project Specifications - Page 14of48 REVISION OF SECTION 203 EXCAVATION AND EMBANKMENT • METHOD OF MEASUREMENT Subsection 203.13 shall be amended to include the following: The Contractor and the Engineer shall field measure and agree upon the excavated quantity before any further work continues. Should the Contractor fail to request the Engineer to measure any work and performs other work that would prevent the Engineer from measuring pay quantities, the Contractor shall not be compensated for materials not measured by the Engineer. Borrow shall be paid by the ton at the proper moisture. Haul and water necessary to bring mixture to optimum moisture content will not be measured or paid for separately, but shall be included in the contract unit price for Borrow. Aggregate Base Course that is placed as a resull of excavation of unsuitable subgrade shall be paid for at the unit price for Borrow. The accepted quantities of Excavation will be paid for at the contract unit price per cubic yard, complete -in - place. Subgrade preparation, moisture conditioning, compaction, haul, and disposal will not be measured and paid for separately. BASIS OF PAYMENT Subsection 203.14 and 207.05 shall be amended to include the following: Payment shall be made under: Pay Item Unit • 203.01 General Excavation Cubic Yard 203.02 Borrow Ton The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in Excavation and Borrow including haul, stockpiling, placing material, watering or drying soil, compaction, proof rolling, finish grading, complete -in -place, and disposal of unusable materials as shown on the plans, as specified in these specifications, and as directed by the Engineer. END OF SECTION F�__l L—i Project Specifications -Page 15 of48 • 10.3. CONTRACTOR shall not be required to employ any subcontractor, supplier or other persons or organizations against whom he has reasonable objection. The use of subcontractors listed by the Bidder and accepted by OWNER prior to the Notice of Award will be required in the performance of the Work. 11.0 BID FORM. 11.1. A copy of the Bid Form is bound in the Contract Documents which may be retained by the Bidder. A separate unbound copy is enclosed for submission with the Bid. 11.2. Bid Forms must be complete in ink or typed. All lump sum prices on the form must be stated in words and numerals; in case of conflict, words will take precedence. Unit prices shall govern over extensions of sums. 11.3. Bids by corporations must be executed in the corporate name by the president or a vice-president (or other appropriate officer accompanied by evidence of authority to sign) and the corporate seal shall be affixed and attested by the secretary or an assistant secretary. The corporate address and state of incorporation shall be shown below the corporate name. 11.4. Bids by partnerships must be executed in the partnership name and signed by a partner, his title must appear under his signature and the official address of the partnership must be shown below the signature. 11.5. Bids by joint venture shall be signed by each participant in the joint venture or by an authorized agent of each participant. The full name of each person or company interested in the Bid shall be listed on the Bid Form. 11.6. The Bid shall contain an acknowledgement of receipt of all Addenda (the numbers of which must be filled in on the Bid Form). 11.7. No alterations in Bids, or in the printed forms therefore, by erasures, interpolations, or otherwise will be acceptable unless each such alteration is signed or initialed by the Bidder; if initialed, OWNER may require the Bidder to identify any alteration so initialed. 11.8. The address and telephone number for communications regarding the Bid shall be shown. 12.0 BID PRICING. Bids must be priced as set forth in the Bid Schedule or Schedules. 13.0 SUBMISSION OF BIDS. 13.1. Bids shall be submitted at the time and place indicated in the Invitation to Bid and shall be enclosed in an opaque sealed envelope marked with the Project title, Bid No., and name and address of the Bidder and accompanied by the Bid Security, Bid Form, Bid Bond, Statement of Bidders Qualifications, and Schedule of Subcontractors as required in Section 00430. If the Bid is sent through the mail or other delivery system, the sealed envelope shall be enclosed in a separate envelope with the notation 'BID ENCLOSED" on the face of it. 13.2. Bids shall be deposited at the designated location prior to the time and date for receipt of Bids indicated in the Invitation to Bid, or any extension thereof made by addendum. Bids received after the time and date for receipt of Bids will be returned • REVISION OF SECTION 208 EROSION CONTROL AND INLET PROTECTION 0 Section 208 of the Standard Specifications is hereby revised as follows: DESCRIPTION Subsection 208.01 shall be amended to include the following: This work shall consist of providing, installing, maintaining, removing, and relocating when required, erosion control devices during the installation of the Work and at a minimum at all inlets to prevent or minimize erosion, sedimentation, pollution of any state waters, and infiltration of construction materials into the inlets. Work shall be in accordance with the latest editions of The City of Fort Collins Urban Drainage and Flood Control District Urban Drainage Criteria Manual, the City of Fort Collins Environmental Standard Operating Procedures, (Section 04000 contained herein), and the Colorado Department of Transportation Standard Specifications for Road and Bridge Construction. Any loss of time or materials related to erosion and erosion control shall be the sole responsibility of the Contractor. Any damage to surrounding properties or facilities, either on site or off site, related to erosion caused by construction or due to a spill event, shall be the sole responsibility of the Contractor. MATERIALS Subsection 208.02 shall be amended to include the following: The Contractor shall submit the type of material to be used for erosion control measures prior to beginning the work. See Details Section 03000 contained herein. Contractor shall submit the type of material to be used for erosion control measures prior to beginning the work. 1. Inlet protection shall include sufficient length to protect around the perimeter of the inlet opening. 2. Erosion control devices around inlets near a load site shall be required. 3. Erosion control devices on the downstream side of an aggregate stockpile or truck washout area shall be required as directed by the Engineer. Recycled Rubberized Inlet Protection shall meet the following requirements: I. Infill material: Shredded recycled rubber 2. Weight: approximately 10 Ibs per linear foot 3. Diameter: Approximately 9 inches 4. Geotextile fabric: Made of a durable fabric with a typical weight of 6-10 ozJyd. CDOT Gravel Bag Inlet Filter shall meet the following requirements or approved Equal: 1. Infill material: CDOT 967 washed rock or approve equal 2. Weight: approximately 20 Ibs per linear foot 3. Diameter: Approximately 5 inches 4. Geotextile fabric: CDOT Class I Erosion Control Fabric, typical weight of 6-8 ozlyd. CONSTRUCTION REQUIREMENTS Subsection 208.03 shall be amended to include the following: All erosion control measures shall be installed prior to starting the Work. Straw wattles shall not be allowed. Devices shall be approved by the Engineer. Protection devices shall be installed on the downstream side at load sites, stockpiles, base piles, and truck wash out areas, or as directed by the Engineer, and shall not be measured and paid for separately. Project Specifications - Page 16 of 48 REVISION OF SECTION 208 EROSION CONTROL AND INLET PROTECTION • It shall be the Contractor's responsibility to ensure that all sidewalks, driveways, curbs, gutters, and roads within and adjacent to the project are cleaned of construction debris that may enter the inlets during the course of the work and at the end of each day. Inlet protection shall include sufficient length to protect around the perimeter of the inlet opening. Drop and Combo Inlet filters All storm drainage system inlets shall be filtered using a CDOT Class 1 Erosion anchored with CDOT Control Fabric Gravel Bag Inlet Filter lining the perimeter of the grate, before water is discharged into streams or onto adjacent properties. These methods are applicable to existing and proposed drainage systems. Curb -opening Inlets Type R curb -opening Inlets shall be filtered with a CDOT Gravel Bag Filter or as Approved by the Engineer. Maintenance The Contractor shall continuously maintain erosion and sediment control devices to properly function during the course of construction. See Detail SC-5 contained herein for the connection of multiple Gravel Bags (rock socks). All inlet protection devices shall be inspected and repairs made after each runoff event. Sediments shall be removed when one half the design depth has been filled. Sediments shall also be removed immediately from the traveled way of roads and disposed of properly. MATERIALS HANDLING AND SPILL PREVENTION • Subsection 208.06 shall be amended to include the following: Appropriate Spill Kits shall be on site with each piece of equipment at all times during installation of the Work and during equipment maintenance and fueling (see Section 04000 ESOP). The Contractor shall submit a description of the items contained in each Spill Kit for approval by the Engineer. METHOD OF MEASUREMENT Subsection 208.11 shall be amended to include the following: "Stormwater Protection — CDOT Gravel Bag Filter" and "Stormwater Protection - Recycled Rubber Filled Wattle" shall be measured and paid by the lineal foot for each inlet location when devices are installed and accepted, whether the protection device is new or has been relocated, and as directed by the Engineer. Inlet protection shall include sufficient length to protect around the perimeter of the grate. Excessive lengths shall not be paid. "Stormwater Protection — Gravel Bag Inlet Filters" shall be measured and paid per each installed and accepted, and as directed by the Engineer Excavation required for removal of accumulated sediment from traps, basins, and other clean out excavation of ' accumulated sediment, and the proper disposal of sediment, shall be considered incidental to the work and not be measured and paid separately. Street sweeping of sediment shall not be measured and paid for separately. All construction material that enters an inlet due to the Work shall be removed from the inlet interior and removed from the site to an approved disposal location. This work shall not be measured and paid for separately. Project Specifications - Page 17 of 48 Is • REVISION OF SECTION 208 EROSION CONTROL AND INLET PROTECTION Spill Kits required on site and with equipment and vehicles shall not be measured and paid for separately. Erosion control measures used during sawcutting are considered incidental to all sawing operations and shall not be paid for separately. BASIS OF PAYMENT Subsection 208.12 shall be amended to include the following: Payment shall be made under: Pay Item Unit 208.01 Stormwater Protection — CDOT Gravel Bag (rock sock) Lineal Foot 208.02 Stormwater Protection - Recycled Rubber Filled Wattle Lineal Foot 208.03 Stormwater Protection — CDOT Gravel Bag Inlet Filter Each The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all work involved in installing, maintaining, removing, and relocating when required, erosion control measures, as shown on the plans, as specified in these specifications, and as directed by the Engineer. END OF SECTION Project Specifications -Page 18 of48 REVISION OF SECTION 212 SEEDING, FERTILIZER AND SODDING Section 212 of the Standard Specifications is hereby revised as follows: DESCRIPTION Subsection 212.01 shall be amended to include the following: This work shall consist of soil preparation and furnishing and placing topsoil and blue grass sod in accordance with these specifications, accepted horticulture practice, and in reasonably close conformity with the existing topography of the location. This work shall not include locations of concrete repair in which grade changes and additional work is directed by the Engineer. See Section 107 "Safety and Protection and Restoration of Property" found herein. MATERIALS Subsection 212.02 shall be amended to include the following: Topsoil Topsoil shall conform to the requirements of Sections 107 found herein and CDOT 207. Sod Bluegrass sod shall be nursery grown, 99% Kentucky Blue Grass and 99% weed free. Other sod type may be used only if approved in writing by the Engineer. The 1% allowable weeds shall not include any undesirable perennial or annual grasses or plants. Soil thickness of sod cuts shall not be less than 3/4 inch nor more than one inch. Sod shall be cut in uniform strips with minimum dimensions of 12 inches in width and 48 inches in length. The Contractor shall submit a sample of the sod he proposes to furnish and the sample shall serve as a standard. Any sod furnished, whether in place or not, that is not up to the standard of the sample may be rejected. Sod that has been cut for more than 24 hours shall not be used. • Each load of sod shall be accompanied by a certificate from the grower stating the type of sod, and the date and time of cutting. 0 CONSTRUCTION REQUIREMENTS Subsection 212.05 shall be amended to include the following: Sodding: Soil Preparation: The area shall be cleaned with a minimum depth of four (4) inches (where topsoil does not exist) and a minimum width of one (1) foot, all irregularities in the ground surface shall be removed, and all edges clean and vertical. Sticks, stones, debris, and other similar material more than '/2 inch in diameter shall be removed. Any objectionable depressions or other variances from a smooth grade shall be corrected. Topsoil Placement: Topsoil shall be placed and compacted with a minimum depth of four (4) inches. The amount of compaction required shall be as directed by the Engineer. Sod Placement: The minimum width for sod shall be one (1) foot. The area to be sodded shall be smooth. The sod shall be laid by staggering joints with all edges touching. On any slopes, the sod shall run approximately parallel to the slope contours. The Contractor shall water the sod once and notify the property owner in writing of the nature of the work that has taken place, that the sod has been only watered once, and provide the recommended watering schedule for new sod placement as recommended by the sod supplier. Sod placement/replacement required due to Contractor negligence shall follow the requirements of this section but shall not be measured and paid for under the terms of this contract. • Project Specifications - Page 19 of 48 REVISION OF SECTION 212 SEEDING, FERTILIZER AND SODDING 0 BASIS OF PAYMENT • Subsection 212.08 shall be amended to include the following: No measurement or payment shall be made for re -sodding or seeding lawns damaged by the Contractor adjacent to new concrete when the grade of the existing lawn reasonably matches the grade of the new concrete. Re - sodding and seeding in this instance shall be considered incidental to the work being performed. Seeding and Sod shall only be paid when requested by the Engineer for specific situations, shall be paid by the square foot at the contract unit price, and shall include full compensation for items noted below. lit areas where the Engineer directs new work or the reconstruction area requires grade adjustment the placement ojtopsoil, sod, and sprinkler relocation will be provided by the City under separate contract. Payment shall be made under Pay Item Unit 207.01 Imported Topsoil Cubic Yard 212.01 Sod Square Foot 212.02 Landscape/Irrigation Labor Hour The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all work involved in the placement of seeding and sodding, including haul, stockpiling, placing material, repairing sprinklers, watering or drying soil, compaction, finish grading, complete -in -place, and as shown on the plans, as specified in these specifications, and as directed by the Engineer. END OF SECTION Project Specifications - Page 20 of 48 REVISION OF SECTION 304 AGGREGATE BASE COURSE Section 304 of the Standard Specifications is hereby revised as follows: • DESCRIPTION Subsection 304.01 shall be amended to include the following: This work shall consist of furnishing and placing one or more courses of aggregate base or recycled concrete on a prepared subgrade. MATERIALS Subsection 304.02 shall be amended to include the following: Aggregate Base Course shall meet the grading requirements for Class 5. Recycled concrete may be substituted for Aggregate Base Course as authorized by the Engineer. Recycled asphalt shall not be used as subgrade beneath concrete sidewalk, curb, and gutter. CONSTRUCTION REQUIREMENTS Subsection 304.04 shall be amended to include the following: The contractor shall be responsible for the protection of the subgrade/base course until subsequent courses have been placed. Load slips shall be consecutively numbered for each day and submitted daily to the Engineer. Borrow or Aggregate Base Course that is placed as a result of excavation of unsuitable subgrade shall be paid for at the unit price for Borrow tinder Revision of Section 203, Excavation and Embankment METHOD OF MEASUREMENT Subsection 304.07 shall be amended to include the following: The accepted quantities for Aggregate Base Course shall be measured and paid for at the contract unit price per ton at the proper moisture. Haul and water necessary to bring mixture to optimum moisture content including — - - - compaction efforts shall not — --- — -- -- be measured and paid for sep aratelY , but shall be included in the contract unit price .for Aggregate Base Course 'Aggregate Base Course shall be paid at 90% of the daily total amount as determined by the daily load slips, submitted to and as accepted by the Engineer at the end of each day. The intended use of Aggregate Base Course is to bring the subgrade of the concrete repair area to finished grade. The remaining 10% of the daily ,quantity anticipates Aggregate Base Course being used as form board reinforcement, storm water protection, or, for other incidental items. If excessive waste above 10% becomes apparent, the quantity shall be adjusted and deducted from the total daily quantity as determined by the Engineer. Aggregate Base Course contaminated. :from failure to protect open excavations shall not be paid; Borrow or Aggregate Base Course that is placed as a result of excavation of unsuitable subgrade shall be paid for at the unit price for Borrow tender Revision of Section 203, Excavation and Embankment. BASIS OF PAYMENT Project Specifications - Page 21 of 48 REVISION OF SECTION 304 AGGREGATE BASE COURSE 0 Subsection 304.08 shall be amended to include the following: CJ • Payment shall be made under: Pay Item Unit 304.01 Aggregate Base Course Ton The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all work involved in the placement of Aggregate Base Course including haul and water, stockpiling, placing material, watering or drying soil, compaction, proof rolling, finish grading, complete -in -place, and disposal of unusable materials as shown on the plans, as specified in these specifications, and as directed by the Engineer. END OF SECTION Project Specifications - Page 22 of48 REVISION OF SECTION 403 HOT MIX ASPHALT - PATCHING Section 403 of the Standard Specifications is hereby revised as follows: a DESCRIPTION Subsection 403.01 shall be amended to include the following: This work shall consist of the placement of hot mix asphalt as a temporary repair to provide vehicle or pedestrian access, until such time as the permanent repair can be made. CONSTRUCTION REQUIREMENTS Subsection 403.03 shall be amended to include the following: In all concrete repair locations, the Contractor shall remove no more than six (6) inches in width of asphalt pavement. The pavement areas shall be temporarily patched with Hot Mix Asphalt grading 'S', `SX', or as approved by the Engineer. Temporary asphalt patching shall be placed at the typical depth of two (2) inches. The depth of patching may be increased to a maximum depth of six (6) inches as directed by the Engineer. Prior to installation of two (2) inches of temporary asphalt patching the Contractor shall use a bond breaking material (i.e., curing compound, form oil, etc), as approved by the Engineer. The bond breaking material shall be applied to the face of the new concrete adjacent to the temporary patch installation. Temporary asphalt depths greater than two (2) inches shall have a paper bond breaking material or other bond breaking method approved by the Engineer to mitigate damage to the new concrete during permanent patching. METHOD OF MEASUREMENT Subsection 403.04 shall be amended to include the following: The accepted quantities for Temporary Patching will be measured and paid for at the contract unit price per ton. Pavement cutting, excavation, subgrade preparation, haul, disposal, bond breaking material, installation, and bituminous material will not be measured or paid for separately, but shall be included in the contract unit price for Temporary Patching. Load slips shall be consecutively numbered for each day and shall include the batch time, asphalt grading, and weight of asphalt. BASIS OF PAYMENT Subsection 403.05 shall be amended to include the following: Payment shall be made under: Pav Item Unit 403.01 Temporary Patching Ton The above prices and payments shall include fitll compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work involved in Temporary Patching, including pavement cutting, excavation, haul, disposal, surface preparation, and bituminous materials, complete -in -place, as shown on these plans, as specified in these specifications, and as directed by the Engineer. END OF SECTION is Project Specifications - Page 23 of 48 REVISION OF SECTION 601 FINISHING HARDENED CONCRETE SURFACES 0 Section 601 of the Standard Specification is hereby revised as follows DESCRIPTION Subsection 601.14 shall be amended to include the following: This work shall consist of preparing, rolling, spraying retarder, and exposing the sanded concrete surface sand including all materials, labor, tools and incidentals to obtain an exposed sand finish. The unit cost shall include the additional work and materials only for exposing the sand finish and shall be paid in addition to the unit cost for the item installed (i.e., Flatwork 4", Flatwork 6", etc.). MATERIALS Concrete shall meet the requirements specified in Revision of Section 608 and 609 contained herein. Material deviations from Revision of Section 608 and 609 shall be submitted and approved by the Engineer. CHI 027 Surface Treatment or approved equivalent shall be applied to the concrete surface to create the texture. The Engineer shall specify the depth of penetration of the retarder. Slabs may be sealed in accordance with the manufacture's recommendations. CONSTRUCTION REQUIREMENTS The Contractor shall have a minimum of five (5) years' experience exposing the sand finish for cast -in -place concrete. The Contractor shall submit a list of prior installation locations for review and evaluation for quality and installation expertise to the Engineer. The Contractor shall submit samples showing finish, color, and sealer including a color chart, product data, and equipment data. The slab thickness, jointing, reinforcement (if any), and expansion joint locations shall be approved by the Engineer. The Contractor shall place one (1) on -site test section determined by the Engineer to determine surface consistency. All concrete work shall be performed by a skilled Craftsman with a minimum of two (2) years' experience in exposing the sand finish. A minimum of one qualified Craftsman is required at each finishing operation requiring exposed sand finish. The subgrade shall be prepared and forms installed as specified herein. After concrete placement, the Contractor shall screed the concrete to the finished grade. Exposed sand finish surfaces shall be prepared using a double drum roller tamp prior to floating. The roller shall provide uniformity during rolling including the surface areas in the corners of the slab. Deviations front this process must be approved 48 hours prior to scheduled placement of fresh concrete. The retarder shall be applied per the manufacturer's recommendations using an approved sprayer to achieve a uniform and consistent application rate. Area(s) adjacent to the new installation shall be protected from damage as required by the Engineer. At the appropriate time, the concrete paste shall be washed from the surface with a power washer or other means as approved by the Engineer. The overall texture shall be free from texture deficiencies such as deep or shallow surface inconsistencies. Care shall be taken to contain the cement paste when washed from the concrete surface. Wattles or containment pits shall be required to ensure that no residue runs through the gutter or enters inlets. The method of containment shall be approved by the Engineer. The paste residue shall be removed from the site and properly disposed. • After the initial curing period the surface of the slab shall be sealed. Project Specifications - Page 24 of 48 REVISION OF SECTION 601 FINISHING HARDENED CONCRETE SURFACES METHOD OF MEASURMENT Subsection 601.09 shall be amended to include the following: Concrete placement shall be in accordance with Revision of Section 608 and 609. Concrete materials, placement, forming, subgrade preparation, including equipment, tools, and labor to install concrete shall not be included under "Exposed Sand Finish — Up Charge" and shall be paid at the contract unit price for the corresponding type of installation (i.e., Flatwork 4", Flatwork 6", etc.) "Exposed Sand Finish — Up Charge" shall be measured and paid by the square foot at the contract unit price for the accepted quantities and shall include labor, materials, and equipment for retarder application, tamp rolling, exposing the sand finish, storm water protection, and cleanup. BASIS OF PAYMENT Subsection 601.20 shall be amended to include the following: Payment will be made under: Pay Item 601.01 Exposed Sand Finish — Up Charge Unit Square Foot • The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all additional work involved in "Exposed Sand Finish — Up Charge" as specified in these specifications, as shown on the plans, and as directed by the Engineer. . END OF SECTION Project Specifications - Page 25 of 48 unopened. Bidder shall assume full responsibility for timely delivery at the location designated for receipt of Bids. 13.3. Oral, telephonic, telegraphic, or facsimile Bids are invalid and will not receive consideration. 13.4. No Bidder may submit more than one Bid. Multiple Bids under different names will not be accepted from one firm or association. 14.0 MODIFICATION AND WITHDRAWAL OF BIDS. 14.1. Bids may be modified or withdrawn by an appropriate document duly executed (in a manner that a Bid must be executed) and delivered to the place where Bids are to be submitted at any time prior to the opening of Bids. 14.2. Bids may also be modified or withdrawn in person by the Bidder or an authorized representative provided he can prove his identity and authority at any time prior to the opening of Bids. 14.3. Withdrawn Bids may be resubmitted up to the time designated for the receipt of Bids provided that they are then fully in conformance with these Instructions to Bidders. 15.0 OPENINGS OF BIDS. Bids will be opened and (unless obviously non -responsive) read aloud publicly as indicated in the Invitation to Bid. An abstract of the amounts of the Base Bids and major alternates (if any) will be made available after the opening of Bids. 16.0 BIDS TO REMAIN OPEN SUBJECT TO ACCEPTANCE. • All Bids shall remain open for forty-five (45) days after the day of the Bid Opening, but OWNER may, in his sole discretion, release any Bid and return the Bid Security prior to that date. 17.0 AWARD OF CONTRACT. 17.1. OWNER reserves the right to reject any and all Bids, to waive any and all informalities not involving price, time or changes in the Work, to negotiate contract terms with the Successful Bidder, and the right to disregard all nonconforming, nonresponsive, unbalanced or conditional Bids. Also, OWNER reserves the right to reject the Bid of any Bidder if OWNER believes that it would not be in the best 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 REVISION OF SECTION 604 INLETS AND CULVERTS 0 Section 604 of the Standard Specifications is hereby revised as follows: DESCRIPTION Subsection 604.01 shall be amended to include the following: This work shall consist of the installation of, or removal and replacement of inlets, inlet decks, and sidewalk culverts in accordance with these specifications, and in reasonably close conformity with the lines and grades shown on the plans or established by the Engineer. CONSTRUCTION REQUIREMENTS Subsection 604.04 shall be amended to include the following: Type R Inlets shall be installed per CDOT M&S Standards, latest revision, standard plan number MS-604-12. Care shall be taken during removals to salvage hardware material to the mrcvimum evtent feasible (i.e., frames, grates, adjustable bonnets, angle iron faces, steel rods, etc.). Salvable material shall be reinstalled in the structure or remain the property of the City of Fort Collins and shall be stockpiled by the Contractor at specified locations within the project limits. The Contractor shall safeguard salvable materials and shall be responsible for the expense of repairing or replacing damaged or missing material until it is re -incorporated into the work or is loaded onto City equipment by the Contractor. All reinforcing steel encountered during removal shall be replaced with new steel of the grade and size as shown on the details found herein and shall not be measured and paid for separately. When concrete is to be removed and replaced around an existing grate without disturbing the deck or basin, this shall not constitute "Reconstruct Inlet Deck". These locations shall be measured and paid for separately under the items described in Revision of Sections 608 and 609. Expansion joint material shall be installed every 500' in long runs and between the new structure and existing concrete slabs, where called for, and around fire hydrants, poles, inlets, sidewalk culverts, mid -block ramps, radius points at intersections, and other fixed objects (i.e., slabs or curbs). Expansion joint material shall be full depth, installed vertically, and in accordance with the CDOT M&S Standards for Concrete Pavement Joints, MS-412-1. The joint shall be edged with a suitable edging tool and sealed in accordance with CDOT Section 412.18, sealing joints. METHOD OF MEASUREMENT Subsection 604.06 shall be amended to include the following: Items defined with "Remove & Replace", for each inlet type and concrete sidewalk culvert, shall be measured and paid per each under the corresponding type of inlet, shall include two, three and one half foot (3.5) transitions measured from inside face of box on each side, and shall include furnishing new hardware material (i.e., bonnet, frame, grate, etc.). "Material Only" items for the corresponding structures shall not be paid in addition to items designated "Remove & Replace". Items defined with "Reconstruct", for each inlet type shall be measured and paid per each under the corresponding type of inlet, shall include two three and one half foot (3.5) transitions measured from inside of face of box on each side, and shall include salvaged hardware material (i.e., bonnet, frame, grate, etc.) When only the throat (gutter area only, excluding the hood/deck) of the inlet is marked for repair, the installation shall be measured and paid by the square foot under Revision of Section 608 and 609, "Crosspan 8" — Remove & Replace". Project Specifications - Page 26 of 48 REVISION OF SECTION 604 INLETS AND CULVERTS 11 "Material Only" items shall be paid per each only when existing material for the structure cannot be salvaged, does not meet current specifications, cannot be provided by the City, or as requested by the Engineer. "Material Only" shall be paid in addition to the "Reconstruct Inlet Deck" or "Metal Sidewalk Culvert - Salvaged Material" items for the corresponding structure as directed by the Engineer. "Material Only" shall not be paid when damage to the existing hardware material was due to construction operations or carelessness during removal and shall be replaced by the Contractor at the Contractors expense. The Contractor shall notify the Engineer immediately when issues prevent salvage of the existing material. "Metal Sidewalk Culvert - Salvaged Material" shall be measured and paid per each and shall include reinstallation of salvaged hardware material (i.e., frame, grate, etc.). The Contractor shall provide new brass or galvanized screws for the plate reinstallation. "Metal Sidewalk Culvert — Salvaged Material" shall be constructed per the standard details contained herein for Attached Vertical and Drive -Over Curb and Gutter (details D-10, D-11) with thefollowing modifications: Concrete for the floor beneath the metal plate shall be three (3) feet wide centered beneath the plate. The subgrade beneath the concrete floor shall be compacted, firm, and non -yielding and have a transition slope length of one (1) foot beyond the floor on each side (see details D -10 and D-11, sections B-B) and shall be sloped to match the bottom of the grade for the adjacent or proposed concrete sidewalk. Expansion material shall be installed full depth and set vertically at the top of the subgrade slope on each side of the chase. The typical structure length, measured parallel with the sidewalk, shall be five (5) feet with fifteen (15) inches on each side from the edge of the plate to the expansion material. 'Metal Sidewalk Culvert' shall not include adjacent sidewalk beyond the five (5) feet structure dimension." The installation of the plate shall typically be aligned flush with the back of the existing sidewalk and shall be offset from the vertical plane of the flow line by a minimum of three (3) inches. Dimension variances of existing plates and offset from the flowline shall be field fit to snatch existing conditions and shall be modified as directed by the Engineer. In no case shall the plate extend flush with the vertical plane of the flow line or be less than four (4) feet when measured perpendicular to the sidewalk. Hollywood style curb and gutter, an exception to standard installations, shall be installed as directed by the Engineer and measured and paid as agreed between Contractor and Engineer utilizing existing pricing to the maximum extent possible. "Metal Sidewalk Culvert — Material Only" shall be measured and paid per each based on 10.63 square feet (standard plate size) and shall be paid ontP when existing material cannot be salvaged, does not meet criteria, cannot be provided by the City, or as requested by the Engineer. "Material Only" shall be paid in addition to the "Metal Sidewalk Culvert - Salvaged Plate". The standard dimensions shall be two feet six inches (2.5' measured parallel with sidewalk) by four feet three inches (4.25' measured perpendicular to sidewalk), or 10.63 square feet. Actual dimensions may vary and shall be verified. "Metal Sidewalk Culvert - Additional 5/8" Plate" shall be measured and paid by the square foot, shall include the 5/8" thick plate and frame as designated in the drawings contained herein, and shall be the basis to increase or decrease payment when variances from the typical structure sizes are required. The cost per square foot shall be used to add or deduct from payment under "Additional Square Foot Plate". Payment shall be made in addition to "Metal Sidewalk Culvert — Material Only". "Concrete Sidewalk Culvert" shall be constructed per the standard detail contained herein (D-11) with the following modifications: The #5 bars shown in Detail D-12, section C-C, shall be extended to the end of the transitions on both sides Project Specifications - Page 27 of 48 REVISION OF SECTION 604 INLETS AND CULVERTS of the culvert and shall have three (3) inches of clearance from the expansion material installed at each end of the culvert. Expansion material shall be full depth and set vertically on each side of the culvert. When only the throat (gutter area only, excluding the hood/deck)) of an Inlet, Sidewalk Chase, or Concrete Sidewalk Culvert" is marked for repair, the installation shall be measured and paid by the square foot under Revision of Section 608 and 609, "Crosspan 8" — Remove & Replace". The thickness of the expansion material shall be one half (1/2) inch or three quarter (3/4) inch as directed by the Engineer. Expansion and caulking shall be measured and paid as "Expansion and Caulking" by the lineal foot under Revision of Section 608 and 609, "Expansion & Caulking". Sawcutting for items contained in this section shall be incidental to the work and shall not be measured and paid for separately. Erosion control measures used during Sawcutting are considered incidental to all Sawcutting operations and shall not be measured and paid for separately. BASIS OF PAYMENT Subsection 604.07 shall be amended to include the following: Payment shall be made under: Pay Item Unit 604.01 Type R Inlet — Remove & Replace (5' Opening, 5' Max depth) Each 604.03 Type R Inlet — Reconstruct Inlet Deck (5' Opening) Each 604.05 Type R Inlet — Material Only Each 604.06 Curb Inlet - Remove & Replace (4' Opening, 5' Max depth) Each 604.08 Curb Inlet - Reconstruct Inlet Deck (4' Opening) Each 604.10 Curb Inlet - Material Only Each 604.11 Catch Basin - Remove & Replace (5' Max depth) Each 604.13 Catch Basin - Reconstruct Inlet Deck Each 604.15 Catch Basin - Material Only Each 604.16 Modified Type 13 Curb Inlet - Remove & Replace (5' Max depth) Each 604.18 Modified Type 13 Curb Inlet - Reconstruct Inlet Deck Each 604.20 Modified Type 13 Curb Inlet - Material Only Each 604.21 Concrete Sidewalk Culvert - Remove & Replace Each 604.22 Metal Sidewalk Culvert - Salvaged Material Each 604.23 Metal Sidewalk Culvert - Material Only Each 604.24 Metal Sidewalk Culvert - Additional 5/8" Plate Square Foot The above prices and payments shall include full compensation for furnishing all labor, materials, tools, Project Specifications - Page 28 of 48 REVISION OF SECTION 604 INLETS AND CULVERTS equipment, and incidentals and for doing all work involved in Inlets and Culverts, including demolition, ! disposal, reinforcement, and materials, complete -in -place, as specified in these specifications, as shown on the plans, and as directed by the Engineer. END OF SECTION 0 0 Project Specifications - Page 29 of 48 REVISION OF SECTION 608 AND 609 SIDEWALKS, CURB AND GUTTER, DRIVE APPROACHES, APRONS, CROSSPANS, • PEDESTRIAN ACCESS RAMPS, FLATWORK, AND CONCRETE PAVEMENT Sections 608 and 609 of the Standard Specifications are to be deleted and replaced with the latest revision of the Larimer County Urban Area Street Standards, except as noted herein: DESCRIPTION This work consists of the construction of concrete sidewalks, curb and gutter, drive approaches, aprons, crosspans, pedestrian access ramps, and concrete pavement in accordance with these specifications and in conformity with the lines and grades shown on the plans or established by the Engineer. MATERIALS The mix designs for all types of concrete to be utilized shall be determined by the Contractor, submitted to the Engineer two weeks prior to beginning work, and approved a minimum of one week prior to the beginning of construction. Cement used shall conform to the Standard Specification for Portland Cement, ASTM C 150-85, AASHTO M85, Type 1, Type 1/11, or Type III. The air content shall be four (4) percent to seven (7) percent. "High Early" concrete shall be used for all concrete repair locations. "High Early" concrete shall have a specified compressive strength of 4000 psi and a minimum 48 hour compressive strength of 3000 psi. The concrete shall have a maximum water/cement ratio of 0.45. The type of concrete placed at a particular location may be modified by the Engineer but shall not have less than the minimum required compressive strength specified herein and shall be approved by the Engineer. See Section 10.5.2 'Rigid Pavement Design' and • Section 22.5.6 'Portland Cement Concrete Pavement', in the "Larimer County Urban Area Street Standards for Street Construction". Water Reducing Agents shall conform to ASTM C 494-82. Accelerating Agents shall conform to ASTM C 494-82. Calcium Chloride shall not be utilized as an accelerating agent. The Contractor shall furnish a load slip containing the information required by AASHTO M157, Section 13, Subsection 13.1 and 13.2, with each batch of concrete. In addition, the type of concrete (mix code) shall be shown on each load slip and a copy of the batch weights shall accompany each concrete ticket. Concrete delivered without a load slip containing complete information as specified will be subject to rejection. Curing materials shall be white pigmented liquid linseed oil based or paraffin based curing compound, and shall conform to ASTM Specification C 309-81 Type 11, Class B. The application rate for curing compound shall be 150 sq. ft./gal. The curing compound shall be applied immediately upon completion of the finishing in a uniform pattern resulting in complete coverage of the area. Curing compound shall also be sprayed on the concrete surfaces after removal of the forms (back of curb and toe face of gutter). CONSTRUCTION REQUIREMENTS "Remove and Haul Fillet" shall be defined as concrete or asphalt installed in the flow line of the gutter and shall be paid per each. Care shall be taken during removal of fillets to protect the existing concrete sidewalk and gutter from damage. Any damage to the existing concrete shall be repaired or replaced at the Contractors expense. Monolithic hybrids of curb, gutter, sidewalk and highback vertical curb and gutter will be replaced using the same configuration as it was originally installed, unless a flaw in its engineering should become apparent. In these cases the design may be modified by the Engineer. The finished exposed surface and edging of the concrete shall have a broomed finish. Smooth surfaces around the perimeter of the adjoining concrete shall not be matched unless directed by the Engineer. Project Specifications - Page 30 of 48 REVISION OF SECTIONS 608 AND 609 SIDEWALKS, CURB AND GUTTER, DRIVE APPROACHES, APRONS, CROSSPANS, PEDESTRIAN ACCESS RAMPS, FLATWORK, AND CONCRETE PAVEMENT • All newly installed concrete shall be date stamped by the Contractor. If the installation is larger than one concrete section, only one stamp per area of installation shall be required. The stamp shall include the Contractor's name and year of installation. The concrete shall be stamped at the appropriate curing time so the Contractor's name and year of installation are clearly legible. Typically, the stamp shall be installed at the back edge of the sidewalk, on the right hand side when viewing the installation from the street, or as directed by the Engineer. The maximum spacing for transverse joints in crosspans, concrete pavement, and sidewalk shall be ten (10) feet or as directed by the Engineer. All concrete control joints shall be tooled to one quarter (1/4) of the concrete thickness or as directed by the Engineer. All construction joints for crosspans and/or aprons adjacent to new or existing concrete shall be constructed in accordance with the detail for "Concrete Construction Joints" contained herein. This item will not be measured or paid for separately under the terms of this contract. Forms shall be installed at the full depth of the concrete placement. The Contractor shall be responsible for the protection of the subgrade and/or base course until the concrete is placed. The Contractor shall protect the concrete against moisture loss, rapid temperature change, rain, flowing water, mechanical injury, pedestrian and vehicular traffic, and Contractor's equipment for a minimum of 36 hours after the placement of curing compound for 48 hour high early concrete. Asphalt patching against fresh concrete shall not be permitted during the time frames for protection of the concrete. The Contractor shall not sprinkle water on the surface of the newly placed concrete to assist with finishing. The use of a finishing aide may be approved on a limited case by case basis only when the material to be used has been to the Engineer for to use in the field. • submitted approval prior Concrete blankets shall be used when the ambient temperature is expected to fall to 32°For below within 36 hours after placement and shall remain in place for a minimum period of 36 hours for 48 hour high early concrete. This item will not be measured or paid for separately under the terms of the contract. The debris immediately adjacent to a concrete repair location shall be completely cleaned up on the work day following the placement of the concrete. If required, the concrete shall be protected as stated above. Any damage caused during the cleanup process shall be the Contractor's responsibility. In locations where concrete pavement is replaced, the new pavement shall have a minimum thickness of eight (8) inches. Existing pavement shall be saw cut to obtain a straight and neat edge for paving and shall be deep enough to cut through the entire pavement thickness. The subgrade plane shall not vary more than one half(1/2) inch in ten (10) feet. All concrete pavement joints shall be sealed with an asphalt filler compound, or approved equal, in accordance with the detail for "Concrete Pavement Joints" contained herein of as directed by the Engineer. The cost for joint sealing shall be included in the contract unit price for "Concrete Pavement 8"- Remove & Replace." The top of the new pavement shall be even with the existing concrete pavement and the newly installed concrete shall be consolidated with a mechanical vibrator. All construction joints shall be doweled except for expansion joints, joints along existing curb and gutter, and contraction joints, in accordance with the detail for "Concrete Pavement Joints" contained herein. In addition, dowels shall be 16" smooth epoxy coated #5 bars. The dowels shall be eighteen (18) inches in length. The drilled holes shall be eight (8) inches deep and spaced at twelve (12) inches on center. The holes may be drilled so the rebar fits snuggly or installed using a concrete adhesive. Dowel bars for adjacent panels shall be coated entirely with a bond breaking material approved by the Engineer. When a batch of concrete delivered to the site does not conform to the minimum specified air content, an air +. entraining admixture shall not be allowed to be added on site. Project Specifications - Page 31 of 48 REVISION OF SECTIONS 608 AND 609 SIDEWALKS, CURB AND GUTTER, DRIVE APPROACHES, APRONS, CROSSPANS, PEDESTRIAN ACCESS RAMPS, FLATWORK, AND CONCRETE PAVEMENT Restoration of landscape shall be in accordance with Revision of Section 107, "Safety and Protection and Restoration of Property and Landscape" found herein. The tune frame for restoration shall be within two (2) working daps from the time the concrete was placed for backfrll with topsoil and by no later than the end of the first working day of the following week for sod replacement. Concrete washout/truck washout areas shall be contained in such a manner that no visual evidence of cement or aggregate spoils remain on the site. In addition, direct washout to curb and gutter flow lines or inlet structures is prohibited. Washout may be accomplished by use of an identified off -site location or a'designated spoilibase pile (see Section 208 Erosion Control and Inlet Protection), and shall include the placement of a Stormwater Protection Device on the downstream side of the washout area. Methods shall be submitted and approved by the Engineer. Flagstone sidewalk, brick pavers and trolley roadbed bricks shall be salvaged to the maximum extent feasible. All flagstones, pavers, and bricks shall become the property of the City of Fort Collins. Flagstones shall be hauled by the Contractor and delivered to the City's site located at 1500 Hoffinan Mill Road. Loading, unloading, and hauling shall not be measured and paid for separately but shall be included in "Remove Concrete". In areas where the Engineer directs the re -setting of flagstone, the existing flagstone shall be salvaged and reset on a compacted base. The elevation of the flagstone shall match as closely as possible the surface treatment of the surrounding area. • METHOD OF MEASUREMENT • Sawcutting related to the items in this section shall be considered a subsidiary obligation of the Contractor, and shall not be measured or paid for separately. Erosion control measures used during sawcutting shall be considered incidental and shall not be measured or paid for separately. "Remove Concrete" shall include removal and disposal or salvage of existing asphalt, concrete, or flagstone. This item shall be paid where the Engineer directs removal only, and removal is not already being paid under another item. "Apron 8" shall be paid by the square foot and, when installed on a radius, shall include the area from the back of the curb to the apron legs and from point of curvature to point of curvature. The area of an Apron shall be calculated as follows (see diagram below): Project Specifications - Page 32 of48 REVISION OF SECTIONS 608 AND 609 SIDEWALKS, CURB AND GUTTER, DRIVE APPROACHES, APRONS, CROSSPANS, PEDESTRIAN ACCESS RAMPS, FLATWORK, AND CONCRETE PAVEMENT R1 n ((A'C) - (Tr (A-B) (C-D)/4)) A "Barrier Curb 12" shall be paid by the lineal foot and shall be modified from drawing 703 as follows: Two #4 deformed bars shall be doweled horizontally into the adjacent curb. 44 bars shall run continuously and be installed at four (4) inches on center, measured from the top of the • curb. Curb reveal shall typically be six (6) inches measured from top of curb or as directed by the Engineer. "Pedestrian Access Ramp" shall be measured by the square foot and shall include the area between the back of the curb and both points of curvature, if on the radius, or the top of transition if mid -block. "Pedestrian Access Ramp Highback Curb" shall be measured by the square foot. The length shall be measured from the back of the curb to the top of the transition at the back of the ramp, and the width shall be measured at the midpoint. All Pedestrian Access Ramps shall be placed in accordance with the details contained herein. Ramp items shall include all labor, materials (except truncated domes), equipment and incidentals, saw -cutting, removal, haul, and disposal, and for doing all work involved in removal and replacement of pedestrian access ramps. "Truncated Dome Panels" shall be paid by the square foot, placed in all pedestrian access ramps, and shall be paid in addition to "Pedestrian Access Ramp" or "Pedestrian Access Ramp Highback Curb". This item shall include all labor, materials, and surface preparation to supply and place the panels at pedestrian access ramps. Truncated dome panels shall be cast iron, and shall meet all American with Disabilities Act (ADA) requirements. The type of truncated dome panels to be used shall be submitted to the Engineer for approval prior to installation. Dome panels shall be placed at the same time as the initial ramp placement. There shall be no voids beneath the bottom of the dome panels and the concrete. "Colored Concrete San Diego Buff— Upcharge" shall include the additional cost for the color additive only and shall be measured and paid by the square foot in addition to the corresponding item installed (i.e., Flatwork 6", Splashblock 4"). "Alley Approach 8" shall be measured by the square foot from the lip of the gutter (if the gutter has been removed) to the back of the sidewalk and the width shall be measured at the midpoint. • "Expansion and Caulking" shall be measured and paid by the lineal foot. The thickness shall be one half (1/2) inch or three quarter (3/4) inch minimum, depending on the installation location, and be installed every 500' in Project Specifications - Page 33 of 48 i REVISION OF SECTIONS 608 AND 609 SIDEWALKS, CURB AND GUTTER, DRIVE APPROACHES, APRONS, CROSSPANS, PEDESTRIAN ACCESS RAMPS, FLATWORK, AND CONCRETE PAVEMENT long runs and between new structure slabs, existing concrete slabs, and around fire hydrants, poles, inlets, sidewalk under -drains, mid -block ramps, radius points at intersections, and other fixed objects (i.e. ends of sidewalk slabs and curbs), as directed by the Engineer. Expansion joint material shall be full depth, set vertically, and installed in accordance with the CDOT M&S Standards for Concrete Pavement Joints. The joint shall be edged with a suitable edging tool and sealed in accordance with CDOT Section 412.18. Sealant shall be installed over the entire length of the expansion material, from the curb lip to the back of sidewalk, or as directed by the Engineer, and in accordance with the CDOT M&S Standards for Concrete Pavement Joints. "Exposed Aggregate — Up Charge" shall include only the additional cost for exposing the aggregate including labor, water, other incidentals, and clean up related to exposing the surface aggregate and shall be measured and paid by the square foot in addition to the corresponding item installed. (i.e., Flatwork 6", Splashblock 4"). "Reset Flagstone" shall be measured and paid by the square foot of re -set area in addition to "Remove Concrete". Material for leveling, moisture conditioning, and labor for installation and compaction shall not be paid separately. "Haul & Dispose Concrete with Wire/Rebar" shall be paid for separately by the ton only when the Hoffman Mill site does not accept concrete containing wire and/or rebar. Weight slips shall be required for each load transported to any locations other than Hoffman Mill. "Exposed Sand Finish — Up Charge" shall be measured and paid by the square foot for the accepted quantities and shall include retarder material and application, tamp rolling, and exposing the sand finish, including retarding, sealer, equipment, labor, storm water protection, and cleanup. "Asphalt Pavement Preservation" shall be measured and paid by the lineal foot along concrete gutter, drainage pans and aprons that were replaced with the project The Engineer shall assess the asphalt condition and determine the required removal. This item shall only be paid when the concrete removal can be accomplished without damage requiring permanent patching to the existing asphalt along the concrete toe base on the Engineers judgment. This item is provided as incentive to preserve the existing asphalt and provide compensation for additional costs that may be associated with the removal and restoration of the landscaping. Pay items followed by `Remove & Replace" shall include all labor, materials, tools, equipment, and incidentals, and all work involved in the removal and installation, complete -in -place, including sawcutting, hauling, disposal, etc. BASIS OF PAYMENT Subsection 608.06 shall be amended to include the following: Payment shall be made under: Pay Item 608.01 Remove Concrete 608.02 Remove and Haul Fillet 608.03 Apron 8" - Remove & Replace 608.04 Crosspan 8" - Remove & Replace 608.05 Driveover Curb, Gutter, and 6" Sidewalk - Remove & Replace Project Specifications - Page 34 of 48 Unit Square Foot Each Square Foot Square Foot Lineal Foot REVISION OF SECTIONS 608 AND 609 SIDEWALKS, CURB AND GUTTER, DRIVE APPROACHES, APRONS, CROSSPANS, PEDESTRIAN ACCESS RAMPS, FLATWORK, AND CONCRETE PAVEMENT • 608.06 Driveover Curb, Gutter, No Sidewalk - Remove & Replace Lineal Foot 608.07 Vertical Curb, Gutter, and 6" Sidewalk - Remove & Replace Lineal Foot 608.08 Vertical Curb, Gutter, No Sidewalk - Remove & Replace Lineal Foot 608.09 Vertical Outfall Curb, Gutter - Remove & Replace Lineal Foot 608.10 Barrier Curb 12" — Remove & Replace Lineal Foot 608.11 Hollywood Curb, Gutter, and 6" Sidewalk - Remove & Replace Lineal Foot 608.12 Hollywood Curb, Gutter, No Sidewalk - Remove & Replace Lineal Foot 608.IJ Highback Curb, Gutter, No Sidewalk - Remove & Replace Lineal Foot 608.14 Pedestrian Access Ramp - Remove & Replace Square Foot 608.15 Pedestrian Access Ramp 1-Iighback Curb — Remove & Replace Square Foot 608.16 Truncated Dome Panel Square Foot 608.17 Flatwork 4" - Remove & Replace Square Foot 608.18 Flatwork 6" - Remove & Replace Square Foot 608.19 Replace Flatwork — 1" Additional Depth Square Foot • 608.20 Colored Concrete 4" San Diego Buff —Up Charge Square Foot 608.21 4' Valley Pan 6" — Remove & Replace Square Foot 608.22 Concrete Pavement 8" - Remove & Replace Square Foot 608.23 Alley Approach 8" - Remove & Replace Square Foot 608.24 Expansion & Caulking Lineal Foot 608.25 Splashblock 4" — Remove & Replace Square Foot 608.26 Exposed Aggregate 4" — Up Charge Square Foot 608.27 Reset Flagstone Square Foot 608.28 Haul & Dispose Concrete with Wire/Rebar Ton 608.29 Asphalt Pavement Preservation Lineal Foot The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all work involved in Sidewalks, Curb and Gutter, Drive Approaches, Aprons, Crosspans, Pedestrian Access Ramps, Flatwork, and Concrete Pavement including sawcutting, removal, haul and disposal, finish grading, materials, complete -in -place, as shown on the plans, as specified in these specifications, and as directed by the Engineer. END OF SECTION Project Specifications - Page 35 of 48 items of materials and equipment proposed for incorporation in the Work when such data is required to be submitted prior to the Notice of Award. 17.4. OWNER may conduct such investigations as OWNER deems necessary to assist in the evaluation of any Bid and to establish the responsibility, qualifications and financial ability of the Bidder's proposed Subcontractors, Suppliers and other persons and organizations to do the Work in accordance with the Contract Documents to OWNER's satisfaction within the prescribed time. 17.5. If the Contract is to be awarded, it will be awarded to the lowest responsive and responsible Bidder whose evaluation by OWNER indicates to OWNER that the award will be in the best interest of the OWNER. Award shall be made on the evaluated lowest base bid excluding alternates. The basis for award shall be the lowest Bid total for the Schedule or, in the case of more than one schedule, for sum of all schedules. Only one contract will be awarded. 17.6. If the Contract is to be awarded, OWNER will give the Successful Bidder a Notice of Award within forty-five (45) days after the date of the Bid opening. 17.0 CONTRACT SECURITY. The General Conditions and the Supplementary Conditions set forth OWNER's requirements as to performance and other Bonds. When the Successful Bidder delivers the executed Agreement to the OWNER, it shall be accompanied by the required Contract Security. . 18.0 SIGNING OF AGREEMENT. When OWNER gives a Notice of Award to the Successful Bidder, it will be accompanied by the required number of unsigned counterparts of the Agreement with all other written Contract Documents attached. Within fifteen (15) days thereafter, CONTRACTOR shall sign and deliver the required number of counterparts of the Agreement and attached documents to OWNER with the required Bonds. Within ten (10) days thereafter, OWNER hall deliver one fully signed counterpart to CONTRACTOR. Each counterpart is to be accompanied by a complete set of the Drawings with appropriate identification. 19.0 TAXES. OWNER is exempt from Colorado State Sales and Use Taxes on materials and equipment to be incorporated in the Work. Said taxes shall not be included in the Contract Price. Reference is made to the General and Supplementary Conditions. 20.0 RETAINAGE. Provisions concerning retainage are set forth in the Agreement. 21.0 PURCHASING RESTRICTIONS. Purchasing restrictions: The Bidder's authorized signature of this Bid assures the Bidder's compliance with the City's purchasing restrictions. A copy of the resolutions is available for review in the Purchasing and Risk Management Division or the City Clerk's office. A. Cement Restrictions: City of Fort Collins Resolution 91-121 requires that suppliers and producers of cement or products containing cement to certify 0 REVISION OF SECTION 623 IRRIGATION SYSTEM Section 623 of the Standard Specifications is herby revised as follows: DESCRIPTION Subsection 623.01 shall be amended to include the following: This work shall consist of furnishing and installing irrigation sleeves beneath the new concrete. MATERIALS Subsection 623.02 shall be revised as follows: The irrigation sleeve shall be three (3) inch diameter PVC pipe, schedule 40. REQUIREMENTS Subsection 623.14 shall be amended to include the following: The irrigation sleeve shall be installed to a minimum depth of four (4) inches below finished subgrade. Backfill over pipe shall be compacted prior to concrete placement. A survey stake shall be installed at the ends of each sleeve, marked "Irrigation Sleeve", and painted blue. The stake shall be installed at a height that will not create a pedestrian or maintenance hazard as approved by the Engineer. METHOD OF MEASUREMENT Subsection 62332 shall be amended to include the following: "Irrigation Sleeve" shall be paid for by the lineal foot complete -in -place. BASIS OF PAYMENT Subsection 623.33 shall be amended to include the following: Payment shall be made under: Pay item Unit 623.01 Irrigation Sleeve — Three (3") inch PVC Lineal Foot The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in installing the three (3") inch irrigation sleeve, including excavation, installation, compaction of backfill, haul and disposal, as shown on the plans, as specified in these specifications, and as directed by the Engineer. END OF SECTION Project Specifications - Page 36 of48 REVISION OF SECTION 627 PAVEMENT MARKINGS Section 627 of the Standard Specifications is herby revised as follows: DESCRIPTION This work shall consist of furnishing, installing, and removing temporary pavement marking in accordance with the latest revisions of the Fort Collins Traffic Operations Manual, City of Fort Collins Work Area Traffic Control Handbook, Larimer County Urban Area Street Standards (LCUASS), Colorado Department of Transportation Road and Bridge Construction , and the Manual on Uniform Traffic Control Devices for Streets and Highways (MUTCD), and in conformity to the lines, dimensions, patterns, locations, and details shown on the plans or established by the Engineer. CONSTRUCTION REQUIREMENTS Subsection 627.03 shall be amended to include the following: Permanent pavement markings shall be installed by the City of Fort Collins. Temporary pavement markings/delineation of lanes may include temporary tape, tabs, or vertical panels as required by the Engineer and shall be installed by the Contractor. PAVEMENT MARKINGS/DELINEATION OF LANES Sub -section 627.10 shall be amended to include the following: • City crews shall install permanent pavement striping. Typically, City crews may also install temporary striping as directed by the Engineer. When City crews cannot install temporary striping, the Engineer may request that the Contractor install temporary striping or maintain traffic control devices until such time that the City crew can . install striping. Temporary pavement markings/delineation of lanes shall be suitable for use on asphalt or Portland cement pavements, shall be installed on roadways that will be opened to traffic prior to permanent stripping by the City, and shall conform as follows: 1. The surface to which the tape is applied shall be clean, dry, and free of dirt, oils, and grease. The tape/tab/vertical panels shall be pressed down immediately after application until it adheres properly and conforms to the surface. 2. All roads shall have temporary pavement markings before they are opened to traffic unless City Crews have been scheduled to install permanent pavement markings prior to opening the road to traffic. 3 Markings applied to the final road surface shall not leave scars that conflict with permanent markings. 4. Temporary markings shall be installed in such a way that the markings adequately follow the desired alignment. 5. Temporary pavement marking tape/delineation/vertical panels shall be required for all lane lines a. Lane lines shall be "tapped" intermittently with a 2' long by 4" wide reflective temporary strip at fifty (50') foot intervals. b. Stop bars shall be "tapped" to a minimum width of 12". Stop bars shall NOT be required at signalized intersections. Contractor may be required to provide additional signage (i.e. Stop Sign Ahead, Stop Here On Red, etc.); 'Stop Here On Red" signs shall be required at signalized intersections. c. It is the Contractor's responsibility to notify the Engineer prior to completion of work to allow scheduling of the permanent pavement markings to be installed by City crews. Project Specifications - Page 37 of 48 0 0 REVISION OF SECTION 627 PAVEMENT MARKINGS 6. Removable pavement markings shall be installed in accordance with the manufacture's recommendations and maintained by the Contractor until permanent pavement markings are installed by City crews. 7. Temporary edge lines are not typically required unless there is no existing gutter or required by the Engineer. 8. All tape shall be removed by the Contractor after permanent markings have been completed by the City. 9. It is the Contractor's responsibility to maintain the temporary markings, at the Contractor's expense, until the permanent pavement marking is installed by City crews. BASIS OF PAYMENT Subsection 627.13 shall be amended to include the following: All costs for installing temporary stripping shall not be measured and paid for separately including traffic control devices and related traffic control incidentals. If flagging during permanent striping is required after the Contractor has completed all daily work, it shall be paid under Revision of Section 630, "Flagging", as directed by the Engineer. END OF SECTION Project Specifications - Page 38 of 48 REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL Section 630 of the Standard Specifications is hereby revised as follows: DESCRIPTION Subsection 630.01 shall be amended to include the following: This work shall consist of fumishing, installing, moving, maintaining, and removing temporary construction traffic control devices, including but not limited to signs, advance warning arrow panels, variable message boards, barricades, channelizing devices, and delineators as required by the latest revisions of the City of Fort Collins "Work Area Traffic Control Handbook," the "Manual on Uniform Traffic Control Devices for Streets and Highways" (MUTCD), the Larimer County Urban Area Street Standards (LCUASS), and the Colorado Department of Transportation Road and Bridge Standard Specifications (CDOT). lit the event of a conflict between the MUTCD criteria and the City's criteria, the City of Fort Collins criteria shall govern. MATERIALS Subsection 630.02 shall be amended to include the following: All traffic control devices shall meet or exceed the required minimum standards set forth in the City of Fort Collins Work Area Traffic Control Handbook and the MUTCD. Traffic control devices shall be clean and in good operating condition when delivered and shall be maintained on a daily basis. All traffic control devices shall be clearly marked and free of crossed out information or any other form of defacement that detracts from the purpose for which they are intended (i.e. crossed out information, information written in long -hand, etc.) Sign blanks with sign faces on both sides must have the back sign face covered when in use to avoid confusion to motorists and bicyclists traveling in the opposite direction and residents potentially affected by information the sign may present. CONSTRUCTION REQUIREMENTS Subsection 630.10 shall be amended to include the following: CONTRACTOR RESPONSIBILITY The Contractor shall be responsible for ensuring safe passage through the work zone for vehicles, pedestrians, and bicycles. The City of Fort Collins shall not be responsible for any loss or damage to equipment due to theft or vandalism or -for any damages to public or private property caused by the Contractor's construction activities. Private or public property which is damaged by the Contractors' installation, equipment, or employees will be the sole responsibility of the Contractor. The Contractor may be required to use Variable Message Boards to advise road users about upcoming work on Arterial and Collector streets as required by Traffic Operations through the approved traffic control plan. When required, the Engineer will issue direction for the number of boards, general locations for placement, and message verbiage. . The typical quantity of Variable Message Boards shall be: Six (6) on Arterial streets, four (4) on Collector streets, none on Residential streets, but may be modified as directed by the Engineer. Variable Message Boards shall be placed a minimum of 5 working days prior to the project start date. If full closures on Arterial and Collector streets are authorized, Variable Message Boards shall remain in place until completion of the project. Lane closures on Arterial and Collector streets shall require message boards to remain in place for two days after starting work. Fully automated Variable Message Boards shall be installed and operate continuously during the afore mentioned durations on Arterial and Collector streets. . Two-way traffic shall be maintained at all times unless approved by the Engineer. Lane width shall be Project Specifications - Page 39 of 48 REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL maintained at a minimum of ten (10) feet between traffic control devices. The Contractor will provide 24 !tour minimum notice to the City of Fort Collins Traffic Department when project operations will be near a signalized intersection. TRAFFIC CONTROL PLAN - GENERAL Hand drawn plans shall NOT be accepted. Notification of residents and businesses shall be the responsibility of the Contractor, Contractor Representative, Traffic Control Supervisor or the Traffic Control Supervisor Representative and shall consist of distributing letters indicating the nature of the work to be completed, any special instructions to the residents (i.e. limits on lawn watering during concrete placement, etc.), dates and times of the work, and parking and access restrictions that will apply. Sample notifications shall be submitted to the Engineer for review prior to starting the project. Notification letters or door hangers shall include a local phone number which residents with questions may use to contact the Contractor and a link to the City of Fort Collins Street Department web site where citizens may find additional information and project updates at "www.fegov.com/streets". Only approved notifications shall be distributed a minimum of 48 hours prior to the commencement of each phase of the Work. Traffic Control Plans shall be submitted for approval prior to commencement of all work. Traffic control conditions vary significantly in the field and the Contractor is responsible for submitting traffic control plans for each work location. Minimum traffic control requirements for Arterial, Collector, and Residential streets are contained herein. Plans shall be specific to the project area showing street names, existing signing and striping conditions at intersections and the location for proposed devices. Devices temporarily not in use shall be removed from the area. Moving shall include devices removed from the project and later returned to use. Devices may be temporarily placed and/or stored in the City right-of-way in such a manner that minimizes the hazards to pedestrians, bicyclists, and vehicles, as approved by the Engineer. Traffic control devices shall be removed from the site immediately upon completion of the work for any street(s). In the event there is a safety issue, the Engineer may issue a "Stop Work Order" until the issue(s) is corrected. The Contractor shall not be entitled to any additional compensation for delays associated with the "Stop Work Order". Approved traffic control plaits shall be available on site at all times for review and inspection. See Revision of Section 104. TRAFFIC CONTROL PLAN - PROJECT Traffic control plans shall be submitted for all work locations prior to commencement of any work. Plans shall be submitted along with the City of Fort Collins Traffic Approval Forms. Traffic control plans shall be prepared by a Traffic Control Supervisor certified by the American Traffic Safety Services Association (ATSSA) or a Worksite Traffic Control Supervisor certified by the Colorado Contractor's Association (CCA). Hand drawn plans shall NOT be accepted. Typical Traffic Control Plans for work within the right-of-way shall be submitted for approval to the Engineer as follows: Typical submittals for scheduled residential work shall be submitted by 8:00 a.m. two (2) working days prior to commencement of the work. Typical submittals for residential work scheduled on Monday and Tuesday shall be submitted the previous Thursday by 8:00 a.m. • Submittals for full closures on residential streets shall be submitted five (5) working days prior to the commencement of work. Project Specifications - Page 40 of 48 REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL 0 Submittals for fall closures on Arterial and Collector streets shall be submitted ten (10) working claps prior to the commencement of work. All plans shall be delivered to the Engineer, 625 Ninth Street, Fort Collins. Facsimiles of plans shall not be accepted. No phase of the construction shall start until the Traffic Control Plan has been approved. Failure to have an approved Traffic Control Plan shall constitute cause for the City to stop work. See Revision of Sections 104 and 105. A Traffic Control Plan shall be submitted for each Arterial and each Collector street scheduled for work. Each residential area shall have one typical Traffic Control Plan submitted for the area. When changes to the Area Traffic Control Plan(s) are required, a re -submittal for the area shall be provided for approval. For required closures in a residential (i.e., closure for a crosspan repair) a separate submittal from the Area Traffic Control Plan shall be provided. The Traffic Control Plan shall include, as a minimum, the following: A traffic control Approval Form submittal with each traffic control plan. The Approval Form shall be legibly written and filled out completely. 2. A detailed diagram which shows the location of all sign placement* including advance construction signs (if not previously approved) and speed limit signs; method, length and time duration for lane closures, and location of flag persons. 3. A tabulation of all traffic control devices shown on the detailed diagram including, but not limited to: construction signs; vertical panels; vertical panels with lights; Type I, Type 11, and Type Ill barricades; cones; drum channelizing devices; advance warning flashing or sequencing arrow panels. Certain traffic control devices may be used for more than one operation or phase. However, all devices required for any particular phase must be detailed and tabulated for each phase. 4. Number of flaggers to be used and flagger locations. Flagger locations shall be located where approaching motorists, bicyclists, and pedestrians have sufficient distance to safely stop at the specified point. 5. Parking and access restrictions to be in effect. 6. Detailed pedestrian and bicycle movement. 7. All applicable notes (i.e., sign spacing, taper length and posted speed limit, pedestrian routes, etc.) Approval of the proposed method of handling traffic does not relieve the Contractor of liability specifically assigned under this contract. • Project Specifications - Page 41 of 48 0 0 REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL FIGURE 630-1 TYPICAL ARTERIAL TRAFFIC CONTROL PLAN OWNER CONTRACTOR TRAFFIC CONTROL COMPANY CANTACT NAME DATE PHONE# TCS CERT# SHEET# EVICE TABULATION 2 - ROAD WORK AHEAD 2 - LEFT LANE CLOSED AHEAD 2 - TRANSITION(L) 40 - 28' TRAFFIC CONES TYPICAL LEFT LANE NOT DRAWN TO SCALE ARTERIAL STREETS - Shall include Flagging personnel required for the road classification, control of cross traffic, and as required for the Contractor's daily work activities in addition to the minimum signage required by the specifications. Flagging shall be paid separately under "Flagging". Approved Variable Message Boards shall be required for Arterial streets, shall be shown on the drawing, and shall be paid for separately under "Variable Message Board". Advance Warning Arrow Boards may be requested by the Engineer and shall be paid for separately under "Advance Warning Arrow Board". Project Specifications - Page 42 of 48 REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL 0 FIGURE 630-2 TYPICAL COLLECTOR TRAFFIC CONTROL PLAN OWNER TRAFFIC CONTROL CONTRACTOR COMPANY CANTACT NAME DATE PHONE# TCS CERT # SHEET # DEVICE TAOULATION 2. ROAD WORK AHEAD 2 - ONE LANE ROAD AHEAD 2-FLAGGER AHEAD 20 - 28' TRAFFIC CONES NOT DRAWN TO SCALE COLLECTOR STREETS - Shall include Flagging personnel required for the road classification, control of cross traffic, and as required for the Contractor's daily work activities in addition to the minimum signage required by the specifications. Flagging shall be paid separately under "Flagging". Approved Variable Message Boards may be required for collector streets and shall be shown on the plans and paid for separately under "Variable Message Board". Advance Warning Arrow Boards may be requested by the Engineer and shall be paid for separately under "Advance Warning Arrow Board". Is Project Specifications - Page 43 of 48 0 i REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL FIGURE 630-3 TYPICAL RESIDENTIAL TRAFFIC CONTROL PLAN OWNER NOT DRAWN TO SCALE 2 - ROAD WORK AHEAD 2- ONE LANE ROAD AHEAD 2-FLAGGER AHEAD 20 - 28' TRAFFIC CONES TRAFFIC CONTROL CONTRACTOR COMPANY CANTACT NAME DATE PHONE# TCS CERT # SHEET # RESIDENTIAL STREETS -Shall include Flagging personnel required for the road classification, control of cross traffic, and as required for the Contractor's daily work activities in addition to the minimum signage required by the specifications. Flagging shall be paid separately under "Flagging". Variable Message Boards are typically not required for residential streets. TRAFFIC CONTROL MANAGEMENT Subsection 630.11 shall be amended to include the following: The Contractor shall designate an individual, other than the Superintendent, to be the Traffic Control Supervisor. Traffic Control Management shall be performed by a Traffic Control Supervisor (TICS). The TCS(s) shall possess a current American Traffic Safety Services Association (ATSSA) certification as a Worksite Traffic Control Supervisor or a current Colorado Contractor's Association (CCA) certification as a Traffic Control Supervisor. Proof of certification for all personnel assigned to the project(s) shall be provided to the City Traffic Department and the Engineer. • The Traffic Control Supervisor shall have approved traffic control plans for the work site and current copies of the City of Fort Collins' "Work Area Traffic Control Handbook", and Part VI of the MUTCD, pertaining to Project Specifications -Page 44 of48 REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL traffic control for street and highway construction, available on site at all times. The TCS shall have a minimum of one year experience as a certified TCS. Qualifications shall be submitted to the Engineer for approval a minimum of five (5) working dgvs prior to commencement of the work. The TCS shall be required to be on site at all times during construction. It is the intent of the specifications that the TCS be the same throughout the year. The TCS shall be equipped with a cellular phone. Traffic Control Management shall be maintained on a 24 hour per day basis. The Contractor shall make arrangements so that the Traffic Control Supervisor or their approved representative will be available on every working day, "on call" at all times, and available upon request of the Engineer during non -working hours. A 24 hour telephone number shall be provided to the Engineer. Outside of construction hours, the response time from the Engineers' contact shall be 30 minutes or less and correction of the issue(s) shall be one (1) hour or less. If, in the opinion of the Engineer, any traffic control individual does not perform their duties at or to the minimum industry standard, the Contractor will be required to replace that individual. TCS duties shall include, but are not limited to: 1. Supervise and direct project flaggers. 2. Prepare, revise, and submit Traffic Control Plans as required. 3. Coordinate all traffic control related operations, including those of the Subcontractor and supplier. 4. Coordinate project activities with appropriate police and fire control agencies, Transfort, school districts and other affected agencies and parties prior to construction. 5. Notify residents and businesses at least 48 hours prior to construction. a. Notifications may be accomplished by a representative of the TCS such as a flagger and shall be hand typed and hand delivered to all businesses and residents. 6. Inspect traffic control devices on a calendar day basis for the duration of the project to ensure devices are functioning properly and are clean and legible. 7. Oversee all requirements covered by the plans and specifications which contribute to the convenience, safety, and orderly movement of traffic. 8. Breaking flaggers for short periods of no more than fifteen (15) minutes over a sixty (60) minute period. 9. Set up and removal of traffic control device. 10. Maintain a project traffic control diary which shall become part of the City's project records. This diary/log shall be submitted to the Engineer daily and shall include the following information as a minimum a. Date. b. The time of traffic control inspections. c. Project description and location. d. Traffic Control Supervisor's name. e. Types and quantities of traffic control devices used per approved MHT. f. List of flaggers used, including start time, stop time and number of flagging hour breaks. g. Traffic control problems (traffic accidents; damaged, missing or dirty devices, etc.) and corrective action taken. METHOD OF MEASUREMENT Subsection 630.15 shall be amended to include the following: "Traffic Control" shall be paid by the lump sum for each "Project Area" specified under Section 02500, Quantity Estimate, and shown in Section 03500, Maps, not to exceed the lump sum bid total for all areas. The cost shall include a full time TCS on site throughout the project (including vehicle) and traffic control devices meeting the specification standards (excluding Variable Message Boards, Advance Warning Arrow E Project Specifications - Page 45 of 48 that the cement was not made in cement kilns that burn hazardous waste as • a fuel. 22.0 COLLUSIVE OR SHAM BIDS. Any Bid deemed by the City in its sole discretion to be a collusive or sham Bid will be rejected and reported to authorities as such. Your authorized signature of this Bid assures that such Bid is genuine and is not a collusive or sham Bid. 23.0 BID RESULTS. For information regarding results for individual Bids send a self-addressed, self -stamped envelope and a Bid tally will be mailed to you. Bid results will be posted in the Purchasing office seven (7) days after the Bid Opening. END OF SECTION 0 9 REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL Panels, and Flagging personnel). Sand bags, sign stands, fencing, lighting, electricity, fuel, and caution tape shall not be measured and paid for separately and shall be considered a subsidiary obligation in conjunction with traffic control items. Traffic control devices and all related incidentals including sand bags, sign stands, fencing, lighting, electricity, fuel, caution tape, etc. shall be included in the lump sum price for the project area. Business signs, Neighborhood Traffic Only signs and Detour Placard street names are not considered Specialty Signs and shall not be measured or paid for separately but shall be included in the lump sum cost for the project area. "Variable Message Board" shall be measured and paid per each per day in addition to the project area lump sum price. "Flagging" shall be measured and paid per hour in addition to the project area lump sum price and shall be provided based on the Contractors daily work activities, number/location of intersections, or as directed by the Engineer, and shall include all related equipment and incidentals (i.e., Stop/Slow paddles, communication devices if required, personal protective equipment). Hours of non -flagging work in excess of those authorized shall not be measured and paid for separately but shall be at the Contractor's expense including personnel break times, and stand by time. Flaggers shall be provided with hand signs such as Stop/Slow paddles and electronic communication devices when required and follow the current MUTCD standards. Flaggers' equipment and devices shall not be measured and paid for separately. . "Advance Warning Arrow Board" shall be paid per each per day in addition to the project area lump sum price. • All costs associated with Traffic Control Plan review shall not be measured or paid for separately, but shall be considered incidental to the Work including re -submittal fees. • The City may deduct from compensation due the Contractor $10.00 per day for each traffic control device not removed from the site immediately upon completion of the work or as directed by the Engineer. The Contractor may provide larger construction traffic signs than those typically used in accordance with the City of Fort Collins Work Area Traffic Control Handbook and the MUTCD as approved by the Engineer, however, no payment shall be made for the additional panel size. "The City of Fort Collins Master Street Plan Map" depicting the street classifications (Arterial, Collector, Residential) can be found at the following link: httn://citydocs.fcgov.com/?dt=Master+Street+Plan+Map&,dn=GIS+MAPS& vid—I 92&cmd=showdt Project Specifications - Page 46 of 48 REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL BASIS OF PAYMENT • Subsection 630.16 shall be amended to include the following: Payment shall be made under: Pay Item 630.20 Traffic Control 630.30 Variable Message Board 630.40 Flagging 630.50 Advance Warning Arrow Board Unit Lump Sum Per Each/Per Day Hour Per Each/Per Day The lump sum price for Traffic Control under item 630.20 shall be the summation of the individual project area lump sum unit costs shown on the schedule. Payments shall be made only when the project area has been complete and the traffic control removed. A Traffic Control Ratio shall be determined for use in adding traffic control work from the contract. The Traffic Control Ratio shall consist of Item 630.20, Traffic Control, divided by the Contract Total less items 630.20, 63030, 630.40, 630.50 Traffic Control items . Any changes to the scope of the project areas that significantly add to or detract from the traffic control requirement, in the judgment of the Engineer, shall be addressed by deducting the project area from the total and adding the new area to the Contract based on the Traffic Control Ratio multiplied by the total cost of the installed quantities for the revised or new project area. The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in setup/removal/modification, notifications and delivery for Construction Zone Traffic Control including vehicles, phones, sandbags, hand signs, break times, as shown on the plans, as specified in these specifications, and as directed by the Engineer. Traffic Control quantities impacted by additions to or deletions from the Work in Section 02500, "Quantity Estimate" shall be paid by Change Order and included in the monthly progress payment(s). • Project Specifications - Page 47 of 48 • REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL SPECIAL CONDITIONS FOR WORK ON ARTERIALS AND COLLECTORS NOTE: CROSS STREET TRAFFIC SHALL BE MAINTAINED AT ALL TIMES UNLESS AUTHORIZED BY THE ENGINEER IN WRITING. NOTE: FULL CLOSURES ON ARTERIAL AND COLLECTOR STREETS SHALL BE ALLOWED UNDER EXTREME CIRCUMSTANCES AND ONLY UPON APPROVAL OF THE ENGINEER. PLANS SHALL BE APPROVED A MINIMUM OF TWO (2) WEEKS PRIOR TO THE COMMENCEMENT OF WORK AND/OR THE TIME REQUIRED TO ADEQUATELY NOTIFY THE PUBLIC THROUGH THE MEDIA. NOTE: CONSTRUCTION OR REPAIR WORK WILL NOT BE PERMITTED AT OR IN THE VICINITY OF A SIGNALIZED INTERSECTION OR ANY ARTERIAL AND COLLECTOR STREETS THAT HAVE MAJOR TRAFFIC VOLUMES BETWEEN THE HOURS OF 7:00 A.M. TO 8:30 A.M OR 3:30 P.M TO 6:30 P.M. (EXCEPT IN THE CASE OF AN EMERGENCY). EXCEPTIONS MAYBE MADE FOR CONSTRUCTION OR REPAIR WORK ON ARTERIAL AND COLLECTOR STREETS BETWEEN THE HOURS OF 7:00 A.M. TO 6: P.M., MONDAY THROUGH FRIDAY EXCLUDING HOLIDAYS, WHEN ALL EQUIPMENT, LABOR, TRAFFIC CONTROL DEVICES, AND CONSTRUCTION ARE NOT IN THE VICINITY OF AN INTERSECTION. THE ENGINEER SHALL AUTHORIZE SUCH WORK AND SPECIFY THE REQUIRED DISTANCE FROM THE INTERSECTION. NOTE: TIME RESTRICTIONS ON S.H. 287 AND HWY 17 (COLLEGE AVENUE AND MULBERRY STREET EAST OF LEMAY) SHALL TYPICALLY BE RESTRICTED FROM 9:00 A.M TO 3:00 P.M. • NOTE: CONSTRUCTION HOURS, EXCEPT FOR EMERGENCIES SHALL BE LIMITED TO 7:00 A.M. TO 6:00 P.M., MONDAY THROUGH FRIDAY EXCLUDING HOLIDAYS, UNLESS OTHERWISE AUTHORIZED IN WRITING BY THE ENGINEER. E SPECIAL CONDITIONS FOR WORK ON RESIDENTIAL STREETS NOTE: FULL CLOSURES ON ALL RESIDENTIAL STREETS SHALL BE ALLOWED AS SHOWN ON THE TRAFFIC CONTROL PLANS. Project Specifications - Page 48 of 48 SECTION 02500 QUANTITY ESTIMATE This work shall consist of removal and/or installation of concrete curbs, gutters, sidewalks, crosspans, aprons, drive approaches pedestrian access ramps, Flatwork, and concrete pavements and placement oftemporary asphalt patching adjacent to new concrete, on designated streets in the City of Fort Collins. Specific locations are described herein; however, additional quantities are included in the Bid Schedule for locations not yet identified at the time of the bid. All quantities stipulated in the Bid Schedule at unit prices are approximate and are to be used only as a basis for estimating the probable cost of the Work and for the purpose of comparing the bids submitted to the Work. The basis of payment shall be the actual amount of materials furnished and Work done. Contractor agrees that he will make no claim for damages, anticipated profits, or otherwise on account of any difference between the amount of Work actually performed and materials actually furnished and the estimated amount therefor. • 0 0 13 9 33V1d3N 3AOW3N o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 131NI U 3dA1-W'409 bo wnS o 0 o 0 0 0 0 o o o 0 0 0 o c `JNIHO1Vd N m o o LO N LO LO c0 Cl) CO N N le AM"OdW31-MEOb;o wnS 'n v Sri N N N ri �i m o LO 3sanoo N CO N 04 O r O N N 0) LO CO O N M CO 3Sv8 31VJ321JJV-LO'tiOE;o wnS o co LO co co 0 N 0 M M N ai W -Ito M O o M . c o0 T T w aoevl O o O 0 O 0 O 0 o 0 O 0 o 0 O 0 o 0 o 0 O 0 O 0 O 0 O 0 O 0 NOIIV91881/3dV3S0NVI-ZO'M o 0 0 0 0 0 0 0 0 0. o 0 0 0 0 ;o wnS OOS-LO'ZLZ;o wnS o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 . 0 0 0 0 0 0 . 0 saleg nnej3S^0£'80Z do wnS 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 . 0 3111VM ..SZ-6 N0I1331ONd o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N31VMWNOIS-ZO'80Z 10 wnS 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3111VM AV6 N0110310Nd o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N31vmwNOIS-60'80Z;o wnS o 0 0 0 0 0 0 0 0 0 0 0 0 0 0. M02RI08-ZO'EOZ;o wnS 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 NOIIVAVOX3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1VN3N3J-LO'£OZ10wnS o 0 0 0 0 0 0 0 o o 0 0 0 o c Hld3o 1VNowaov o 0 0 0 0 0 0 0 0 0 0 0 0 0 o -ONIl1nOMvS-ZO'ZOZ;o wnS o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 b JNIl1nOMVS-LO'ZOZ bo w�S 0 o 0 0 0 0 0 0 0 0 o 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o c Y Z w Q J Cl) Lu x F- w 2 d 0 x H Z 'oo rn N 0 co o co w m Z W Z y W Z Z o w x W m J 3 ° cYi a w> 00 � Z W o= a W C o >> x o 0 0 0 Q w 0 x x 2. ot Q 00 0 0 0. C9 x J 2 1 0' I fn U) 1 3: 1 3:1 a )loaa;alul;one;suooaa 0 0 0 0 0 0 0 . 0 0 0 0 0 0 0 0 -ulseg yo;eo-£l.•g0g;o wng o 0 . 0 0 0 0 0 0 o 0 0 o c4 ;dad uL 'ppy aoeldaa 0 o 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +g anowaa -ulseg yo;eo-Z(.•y09;o wnS o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 aoeldaa o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 'g anowaa-ulse8 yo4eo--64.409 bo wnS o Cl 0 0 0 0 0 0 0 0 0 0 0 0 0 �Iu0le1Ja3eW Toad 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 ;alul uooaa -;alul gano"06•b09 )o wnS o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 luado u4 PPb �oaa 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 ;alul •uooaa -;alul gjno_60•VO910 wnS o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Buluadp }1q Toad 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ;alul •uoo3a -;alul gjn3-gO•g0g;o wnS o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y;dad uL ppy aoeldaa 00 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V anowaa-;alul gjno-LO'170910 wnS o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Buluadouv aoe da I a 0 o 0 0 0 0 0 0 0 0 0 0 0 Cl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c V anowaa -;alul gjno-90•170g;o wnS o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Aluo 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 slepa;eW -;alul a adA.L-g0•g0g;o wnS o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 do IjL 'ppy vea ialul 0 0 0 0 0 0 0 0 0 0 0 0 Cl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Cl •uoaaa -;alul a adAl-b0'1709;o wnS o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 uadp u g Toad;alul 0 o 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 •uooaa -;alul a adAl-£0'1709 bo wnS o o o ri o 0 0 0 0 0 o o vi y;dad l 'ppy aoeldaa 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ig anowaa-;alul a adAl--ZO•tog 3o wnS CD 00 0 0 0 0 0 0 0 0 0 0 0 0 N Y Z w a O 3 J N COH = a W m UJ a 0 N W m m Z Q W Z N O Z Z O J = W m H 3 a> � 0° z W o= W_ a W o o >> x o o E o Q a w N o=_ C9 Q I m U U 0 0 2 J d' N N 0 0- • • S191113 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 inVH ONV 3AOW3N-ZO'909 bo wnS o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 31321ONOO 3AOW321-40'80910 wnS o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o co rn 0 0 0 0 0 0 0 0 0 0 0 o co rn a;eld 'ulg/S 'PPV 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -uanlnO )11emaplS Ie;aW-tiZ'409;o wnS o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 AIuO o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 leua;eW-)llemaplS le;aW-EZ'409;0 wnS o 0 0 0 0 0 0 0 0 w 0 0 0 o N leua;elN pa6enleS o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -;.ianlnO ){lennaplS le;aW-ZZ'170910 wnS N o 0 0 0 0 0 0 o c,� o o o L6 aoeldab +g anowaa-iJanlnO o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 )11emaP1S a;anuoO-lZ•y09;o wnS o 0 . 0 0 0 0 0 0 0 0 0 o r o . AIuO le1Ja3eW 3alul 0 o 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 00 0 0 ganO £l adA_L pal;lpoW-OZ•y09 jo wnS o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 w vea •uooab-;alul o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 gjnO £6 adAl palblpOW-6Vt,0910 wnS o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 aO;alul uooa�l-;aNl 0 0 o 0 0 0 o 0 'o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ginO £{. adAjL pal;lpOW-9b'g09;o wnS o c i o 0 0 0 0 0 0 0 0 0 0 0 (.i 44daO uL 'ppV N gN 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 lalul £L ad�l pal;lpOW_�VV09;o wnS o 0 0 0 . 0 0 0 0 0 0 0 0 0 0 0 21'821 ;alul o 0 0 0 0 0 0 0 0 0 0 0 00 0 0 gJno C; adA.L pal;lpoW-96'409 bo wnS . o . 0 . 0 . 0 . 0 . 0 . 0 . 0 . 0 . 0 . 0 . 0 . 0 . 0 . 0 AIuO o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 lepa;eW-ulseg 4a4eo-SL•ti0910 wnS 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 uadO;;L'PPt/)IOaO;alul 0 o 0 0 0 0 0 0 01 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 •uooa2{-ulseg yo;eO-.gl,•y09;o wnS o, o 0 0 o 0 0 0 0 0 0 0 0 0 0' co } Q O w ?� a = w Z .J 0) w Q <W Z O Z Z O -J x w m F- O > W Z W a=nQ w W caO a: Q cotU U 0 C7 x J 1 2 R N m O a'sa MS ON a311n°o 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 `aano aOOMAIIOH-ZV80910 wng o 0 o 0 0 0 0 0 0 0 0 0 0 r,: a'sa MS A a311no o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 `eano OOOMAll0H-6V80910 wnS 0 0 0 0 0 0 o O o 0 0 0 0 0 0 a'aa O o o O O O O . O O . O O . O . o . O . O ..0 aano a3laava-o�'809 jo wnS . o . 0 . 0 . 0 . 0 . 0 o . 0 0 . o 6 o " o . r a'sa a311nJ smno Co 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O o O O O O O o 0 0 IIvj1no lvolla3A-60'809 bo wnS N o o o 0 o 0 0 0 o C o cD o M a'sa )IIVM301S ON a311nJ aano O 0 CD 0 0 O O O 0 CDO 0 0 O 0 O 0 O 0 C�' o O O O o O 0 O C� lVOIla3A-80'809;o wnS (n Ln r- o N L6(6 Itcry 6 IQ- o N 00 � o �_ o N 0 0 C6 co N Lo 1 co (n N NIM MIVM3aIS..9'8a311n9eano O 0 O 0 O 0 O 0 O 0 O 0 o O o 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 IVOIla3A-L0'80910 wnS co o 0 o ro (n o 0 0 0 o o v Ln a'sa MIVM301S ON a311no`aano 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 833AO3Ala0-90'80910 wnS IT CO O O O O O N co O O O O co v O N 0 Cl) mivM3als..9'8a311nJ aano O o O CD O O 0 O 0 O 0 O 0 O o O CD O O 0 O 0 O 0 CD o CDa'sa O a33A03Alaa-SO'809;o wnS o L6 N � 0 o� 0 o m o c6 o o � rn o 4 0 vi 0 o M 0 CO N co � M ..8 NHdSS0210-40'809 bo wnS O o O 0 O o O C� O o O 0 O 0 O o O C� O o CD 0 CD 0 O 0 O 0 CDa'sa 0 O O O O O N C7 N O O O 00 O O O CA O CO O -e (n a'8a A NOadV-EO'809;o wnS co N O m (n O o O 0 O 0 N 0 CD 0 O o N It O o O o (O � O 0 h 1, co orl: N N o o C6 Lo (6 r 6(6 6) o o m O o 06 Lo N N c0 h O N Y Z W O Z N CO = Q W O W } Q J o W 2 (A W cc Q A Q (7 Z w Q F~- W i- Z to j W C7 Z Z O O p W = W W- m O 3 ° U a z> 00 I z o s: a W R 0 >> 'x o o o Q Q w w o=_ � � M Q' Q m U. U U C9 S J 2 w N w O • E 0 • N'8N ..81N3W3AVd 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 31AHONOO-ZZ'90910 wnS o 0 0 0 0 0 0 0 0 0 0 . 0 0 0 0 NIM o0 0 0 0 0 0 0 00 00 0 0 00 0 0 0 A NVd .l3llVA 13 4-LZ'80910 wnS Cl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3°JNb'HO dn-33f18 dS ..4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 913NONOO a3NOlOO-OZ'80910 wnS o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hld90 lb'NOI11OOv ..6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 NNOMl'dl3 30'dld3N-6 V809 10 wnS o 0 0 0 0 0 0 o 0 0 0 0 o c N'SN ..9 >INOMlt/ld-8L'809 do wnS o 0 0 Cl) 0 0 0 0 0 0 0 0 0 0 0 ti o o 0) ui o ao � 0 N o to (o o L6 (n o N o (O ui (n (m O 7 M (O V' r- (n co N N V Cl) N'8N )lJ0nn;e13 ..4-LL'809;o wnS o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13Mdd o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3WOO a31VONnN1-96'809 bo wnS N� o o m o N o o m o 0 0 0 4 N'8N MOVSHJIH dWVN o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 SS300d NVIN1S343d-9V90910 wnS o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N'8N dWVN 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 (n 0 o 0 0 00 0 0 0 0 SS300d N dIN1S343d-46'809;o wnS n ao N v "t o v v o o r� rl o ur (h o 0 0 0 0 U) Cl) h �-- N (O Cl) N N'8N MS ON Nguno 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 `9Nf1O > 0VGHEJIH-£b'809;o wnS o 0 0 0 0 0 0 o co o 0 0 0 o M L ti Y 3 Z w a a z 0 = a w a N O = � Q } LLJ Z O In N 2 0 0 a a m Q O Z a w Z CO w 0 Z w Z O O 0 W = w w m o H U Q > m Z p 2 Q W c 3 Q� 1 a m L) 0 0 0 m o: to m 6ul6Belj leuo!;!PPb-21S0'OE9;o wnS o 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 spieo8 aBessalN o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 algeuen leuol;lppy-Ul?O'0£9 bo wnS o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 s;aai;S lel;uaplsaa o 0 0 0 0 0 0 0 0 0 0 0 0 0 . 0 loi;uo0 alj}ejl-2!£0'0£9;o wnS o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 s;aai3S J01301100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 loi;uo0 of.4ejl-NZ0'OE9;o wnS o 0 0 o 0 o o . 0 0 0 0 0 0 0 0 s;aw;S o 0 o 0 0 0 0 0 0 0 0 0 0 0 0 leuapy loi;uo0 oiMeii-N 60'0£9;o wnS o 0 0 0 0 0 0 0 0 0 0 o O O 0 30VId NI 0nd ..£ o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ONIA331S NOIIVE)INNI-10'EZ9 bo wnS 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3MIAA/M 313NONOD 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9SOdSlO v-inVH-8Z'80910 wnS o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3NO1S�J`d1313S321-LZ'809;o wnS 0 o 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O . O O O . O O O O co co O O O O O M 391JVHO do ..4 31V93NE)E)V O 0 O 0 O 0 O 0 O 0 O 0 O 0 o 0 0 0 O 0 O 0 O 0 O 0 O 0 O 0 a3SOdX3-9Z'80910 wnS o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 A? 110018HS`dldS-SZ'809 10 wnS 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 . . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ONNIVO 0 0 0 0 0 0 0 0 0 O 0 O 0 0 0 0 0 0 0 0 0 o 0 0 0 0 C. 0 0 Cl 'g NOISNh dX3-bZ'809 bo w�S L6 r� O N O 00 N O 4 N co O W r� O 4 N co O � M Cl) UIM O o O o o O O o 0 0 O o o O O o O 0 o 0 o 0 O O O o O 0 O C. 8 H0d021ddt/.l3llb-EZ'809;o wnS N 0 O m CD co v O L6 co O O V O CD 'IT co O 00 � 0 00 U') U) t` co N ct Y Z a O W Z COx V) Q w 2 W Q y OF xU' J F Z F O W 0 U m g Z Q W Z N W CU7 Z Z O O U) J = W W m O H 0 Q ix> 00 � Z� o W x� a w c o >> x O O g O O x x M U' i Q m 0.0 0 U' x J to w 0 0 • City of • F6rt Collins Purchasing • L] ADDENDUM NO. 1 SPECIFICATIONS AND CONTRACT DOCUMENTS Description of BID 7509: Concrete Maintenance Project Phase II OPENING DATE: 3:00 PM (Our Clock) May 21, 2013 Financial Services Purchasing Division 215 N. Mason St. 2n' Floor PO Box 580 Fort Collins. CO 80522 970.221.6775 970.221.6707 fcgov. corn/purchasing To all prospective bidders under the specifications and contract documents described above, the following changes/additions are hereby made and detailed in the following sections of this addendum: Exhibit 1 — Revised Bid Schedule Exhibit 2 — Questions, Answers & Revisions Please contact John Stephen, CPPO, LEED AP, Senior Buyer at (970) 221-6777 with any questions regarding this addendum. RECEIPT OF THIS ADDENDUM MUST STATEMENT ENCLOSED WITH THE ADDENDUM HAS BEEN RECEIVED. BE ACKNOWLEDGED BY A WRITTEN BID/QUOTE STATING THAT THIS Addendum 1 — 7509 Concrete Maintenance Project Phase 11 Page 1 of 6 SECTION 00300 BID FORM 0 2013 Phase 2 Summary Sheet • 0 Concrete Items - Laporte Ave - Taft W to City Limits ITEM NO. DESCRIPTION UNIT QUANITY1 202.01 Sawcutting 4" L.F. 0.00 202.02 Sawculling - Additional Inch Depth LF/ IN. 0.00 203.01 General Excavation CY 0.00 203.02 Borrow TON 0.00 212.01 Sod SF 0.00 212.02 Landscape/Irrigation Labor HR 0.00 304.01 Aggregate Base Course TON 0.00 403.01 Temporary Patching TON 0.00 604.01 Type R Inlet - Remove & Replace (4' Opening) EA 0.00 604.02 Type R Inlet - Reconstruct Deck (4' Opening) EA 0.00 604.03 Type R Inlet - Reconstruct Deck Additional Foot Opening LF 0.00 604.04 Catch Basin Inlet - Remove & Replace EA 0.00 604.05 Catch Basin Inlet - Reconstruct Deck EA 0.00 604.06 Catch Basin - Reconstruct Deck Additional Foot Opening LF 0.00 604.07 Modified Type 13 Curb Inlet - Remove & Replace EA 0.00 604.08 Modified Type 13 Curb Inlet - Reconstruct Deck EA 0.00 604.09 Modified Type 13 Curb Inlet - Materials Only EA 0.00 604.10 Concrete Sidewalk Culvert - Remove & Replace EA 0.00 604.11 Metal Sidewalk Culvert 5/8" Plate - Remove & Replace EA 0.00 604.12 Additional Square Foot of 5/8" Plate SF 0.00 608.01 Remove Concrete SF 0.00 608.02 Remove and Haul Fillets EA 0.00 608.03 Apron 8" - Remove & Replace SF 150.00 608.04 Crosspan - 8" Remove & Replace SF 0.00 608.05 Driveover Curb, Gutter & 6" Sidewalk - Remove & Replace LF 0.00 608.06 Driveover Curb & Gutter - No Sidewalk - Remove & Replace LF 0.00 608.07 Vertical Curb, Gutter & 6" Sidewalk - Remove & Replace LF 98.00 608.08 Vertical Curb & Gutter - No Sidewalk - Remove & Replace LF 413.00 608.09 Vertical Outfall Curb & Gutter - Remove & Replace LF 0.00 608.10 Barrier Curb 12" - Remove Replace • LF 0.00 608.11 .& Hollywood Curb, Gutter & 6" Sidewalk - Remove & Replace LF 0.00 608.12 Hollywood Curb & Gutter - No Sidewalk - Remove & Replace LF 0.00 608.13 Highback Curb & Gutter - No Sidewalk - Remove & Replace LF 0.00 608.14 Pedestrian Access Ramp - Remove & Replace SF 232.00 608.15 Pedestrian Access Ramp - Highback - Remove & Replace SF 0.00 608.16 Truncated Dome Panel SF 24.00 608.17 Flatwork 4" - Remove & Replace SF 0.00 608.18 Flatwork 6" - Remove & Replace SF 120.00 608.19 Replace Flatwork - 1" Additional Depth SF 0.00 608.20 Colored Concrete 4" San Diego Buff - Up Charge SF 0.00 608.21 4' Valley Pan (6") - Remove & Replace SF 0.00 608.22 Concrete Pavement 8" - Remove & Replace SF 0.00 608.23 Alley Approach 8" - Remove & Replace SF 0.00 608.24 Expansion & Caulking LF 12.00 608.25 Splashblock 4" SF 0.00 608.26 Exposed Aggregate 4" - Up Charge SF 0.00 608.27 Reset Flagstone SF 0.00 623.01 Irrigation Sleeving 3" PVC - Complete In Place LF 0.00 2013 Phase 2 Summary Sheet Concrete Items - Overland Trail - Mulberry to Drake Rd ITEM NO. DESCRIPTION UNIT QUANTITYI 202.01 Sawcutting 4" L.F. 0.00 202.02 Sawcutting - Additional Inch Depth LF/ IN. 0.00 203.01 General Excavation CY 0.00 203.02 Borrow TON 0.00 208.01 Stormwater Protection - 9"x10' Wattle EA 0.00 208.02 Stormwater Protection - 9"x25' Wattle EA 0.00 212.01 ISod SF 0.00 212.02 Landscape/Irrigation Labor HR 0.00 304.07 Aggregate Base Course TON 0.00 403.05 Temporary Patching TON 0.00 604.01 Type R Inlet - Remove & Replace (4' Opening) EA 0.00 604.02 Type R Inlet - Reconstruct Deck (4' Opening) EA 0.00 604.03 Type R Inlet - Reconstruct Deck Additional Foot Opening LF 0.00 604.04 Catch Basin Inlet - Remove & Replace EA 0.00 604.05 Catch Basin Inlet - Reconstruct Deck EA 1.00 604.06 Catch Basin - Reconstruct Deck Additional Foot Opening LF 0.00 604.07 Modified Type 13 Curb Inlet - Remove & Replace EA 0.00 604.08 Modified Type 13 Curb Inlet - Reconstruct Deck EA 0.00 604.09 Modified Type 13 Curb Inlet - Materials Only EA 0.00 604.10 Concrete Sidewalk Culvert - Remove & Replace EA 0.00 604.11 Metal Sidewalk Culvert 5/8" Plate - Remove & Replace EA 0.00 604.12 Additional Square Foot of 5/8" Plate SF 0.00 608.01 Remove Concrete SF 0.00 608.02 Remove and Haul Fillets EA 0.00 608.03 jApron 8" - Remove & Replace SF 347.00 608.04 Crosspan - 8" Remove & Replace SF 347.00 608.05 Driveover Curb, Gutter & 6" Sidewalk - Remove & Replace LF 0.00 608.06 Driveover Curb & Gutter - No Sidewalk - Remove & Replace LF 118.00 608.07 Vertical Curb, Gutter & 6" Sidewalk - Remove & Replace LF 166.00 608.08 Vertical Curb & Gutter - No Sidewalk - Remove & Replace LF 243.00 608.09 Vertical Outfall Curb & Gutter - Remove & Replace LF 0.00 608.10 Barrier Curb 12" - Remove & Replace LF 0.00 608.11 Hollywood Curb, Gutter & 6" Sidewalk - Remove & Replace LF 6.00 608.12 Hollywood Curb & Gutter - No Sidewalk - Remove & Replace LF 0.00 608.13 Highback Curb & Gutter - No Sidewalk - Remove & Replace LF 0.00 608A4 Pedestrian Access Ramp - Remove & Replace SF 491.00 608.15 Pedestrian Access Ramp - Highback - Remove & Replace SF 0.00 608.16 Truncated Dome Panel SF 36.00 608.17 Flatwork 4" - Remove & Replace SF 0.00 608.18 Flatwork 6" - Remove & Replace SF 1683.00 608.19 Replace Flatwork - 1" Additional Depth SF 1635.00 608.20 Colored Concrete 4" San Diego Buff - Up Charge SF 0.00 608.21 4' Valley Pan (6") - Remove & Replace SF 0.00 608.22 Concrete Pavement 8" - Remove & Replace SF 0.00 608.23 Alley Approach 8" - Remove & Replace SF 0.00 608.24 Expansion & Caulking LF 54.50 608.25 Splashblock 4" SF 0.00 608.26 Exposed Aggregate 4" - Up Charge SF 0.00 608.27 Reset Flagstone SF 0.00 608.28 Haul & Dispose Concrete w/ wire TON 0.00 608.29 Joint Sealing - Sawcut and Seal LF 0.00 608.3 Joint Sealing - Double Expansion LF 0.00 623.01 1 Irrigation Sleeving 3" PVC - Complete In Place LF 0.00 • • • 0 0 2013 Phase 2 Summary Sheet Concrete Items - W Prospect - RR tracks E of Colleqe to Witcomb ITEM NO. DESCRIPTION _ UNIT QUANTITY 202.01 Sawculting 4" L.F. 0.00 202.02 Sawculting - Additional Inch Depth LF/ IN. 0.00 203.01 General Excavation CY 0.00 203.02 Borrow TON 0.00 208.01 Stormwater Protection - 9"x10' Wattle EA 0.00 208.02 Stormwater Protection - 9"x25' Wattle EA 0.00 212.01 1 Sod SF 0.00 212.02 Landscape/Irrigation Labor HR 0.00 304.01 Aggregate Base Course TON 152.02 403.01 Temporary Patching TON 11.80 604.01 Type R Inlet - Remove & Replace (4' Opening) EA 0.00 604.02 Type R Inlet - Reconstruct Deck (4' Opening) EA 0.00 604.03 Type R Inlet - Reconstruct Deck Additional Foot Opening LF 0.00 604.04 Catch Basin Inlet - Remove & Replace EA 1.00 604.05 Catch Basin Inlet - Reconstruct Deck EA 0.00 604.06 Catch Basin - Reconstruct Deck Additional Foot Opening LF 0.00 604.07 Modified Type 13 Curb Inlet - Remove & Replace EA 0.00 604.08 Modified Type 13 Curb Inlet - Reconstruct Deck EA 0.00 604.09 Modified Type 13 Curb Inlet - Materials Only EA 0.00 604.10 Concrete Sidewalk Culvert - Remove & Replace EA 0.00 604.11 Metal Sidewalk Culvert 518" Plate - Remove & Replace EA 0.00 604.12 Additional Square Foot of 5/8" Plate SF 0.00 608.01 Remove Concrete SF 0.00 608.02 Remove and Haul Fillets EA 0.00 608.03 Apron 8" - Remove & Replace SF 0.00 608.04 Crosspan - 8" Remove & Replace SF 0.00 608.05 Driveover Curb, Gutter & 6" Sidewalk - Remove & Replace LF 0.00 608.06 jDriveover Curb & Gutter - No Sidewalk - Remove & Replace LF 0.00 608.07 Vertical Curb, Gutter & 6" Sidewalk - Remove & Replace LF 172.00 608.08 Vertical Curb & Gutter - No Sidewalk - Remove & Replace LF 959.00 608.09 Vertical Outfall Curb & Gutter - Remove & Replace LF 0.00 608.10 Barrier Curb 12" - Remove & Replace LF 0.00 608.11 Hollywood Curb, Gutter & 6" Sidewalk - Remove & Replace LF 10.00 608.12 Hollywood Curb & Gutter - No Sidewalk - Remove & Replace LF 0.00 608.13 Highback Curb & Gutter - No Sidewalk - Remove & Replace LF 0.00 608.14 Pedestrian Access Ramp - Remove & Replace - SF 70.00 608.15 Pedestrian Access Ramp - Highback - Remove & Replace SF 0.00 608.16 Truncated Dome Panel SF 0.00 608.17 Flatwork 4"- Remove & Replace SF 0.00 608.18 Flalwork 6"- Remove & Replace SF 862.00 608.19 Replace Flatwork - 1" Additional Depth SF 0.00 608.20 Colored Concrete 4" San Diego Buff - Up Charge SF 0.00 608.21 4' Valley Pan (6") - Remove & Replace SF 0.00 608.22 Concrete Pavement 8" - Remove & Replace SF 70.00 608.23 Alley Approach 8" - Remove & Replace SF 0.00 608.24 Expansion & Caulking LF 0.00 608.25 Splashblock 4" SF 0.00 608.26 Exposed Aggregate 4" - Up Charge SF 0.00 608.27 Reset Flagstone SF 0.00 608.28 Haul & Dispose Concrete w/ wire TON 0.00 608.29 lJoint Sealing - Sawcut and Seal LF 0.00 608.30 lJoint Sealing - Double Expansion LF 0.00 623.01 1 Irrigation Sleeving 3" PVC - Complete In Place LF 0.00 2013 Phase 2 Concrete Concrete Items - W Vine - Wood St to Taft Hill Rd ITEM NO. _ DESCRIPTION UNIT QUANTITY 202.01 Sawcutting 4" L.F. 0.00 202.02 Sawcutting - Additional Inch Depth LF/ IN. 0.00 203.01 General Excavation CY 0.00 203.02 Borrow TON 0.00 208.01 Stormwater Protection - 9"x10' Wattle EA 0.00 208.02 Stormwater Protection - 9"x25' Wattle EA 0.00 212.01 Sod SF 0.00 212.02 Landscapetirrigation Labor HR 0.00 304.07 Aggregate Base Course TON 0.00 403.05 Temporary Patching TON 0.00 604.01 Type R Inlet - Remove & Replace (4' Opening) EA 0.00 604.02 Type R Inlet - Reconstruct Deck (4' Opening) EA 0.00 604.03 Type R Inlet - Reconstruct Deck Additional Foot Opening LF 0.00 604.04 Catch Basin Inlet - Remove & Replace EA 0.00 604.05 Catch Basin Inlet - Reconstruct Deck EA 0.00 604.06 Catch Basin - Reconstruct Deck Additional Foot Opening LF 0.00 604.07 Modified Type 13 Curb Inlet - Remove & Replace EA 0.00 604.08 Modified Type 13 Curb Inlet - Reconstruct Deck EA 0.00 604.09 Modified Type 13 Curb Inlet - Materials Only EA 0.00 604.10 Concrete Sidewalk Culvert - Remove & Replace EA 0.00 604.11 Metal Sidewalk Culvert 5/8" Plate - Remove & Replace EA 0.00 604.12 Additional Square Foot of 5/8" Plate SF 0.00 608.01 Remove Concrete SF 0.00 608.02 Remove and Haul Fillets EA 0.00 608.03 Apron 8" - Remove & Replace SF 671.00 608.04 Crosspan - 8" Remove & Replace SF 671.00 608.05 Driveover Curb, Gutter & 6" Sidewalk - Remove & Replace LF 35.00 608.06 Driveover Curb & Gutter - No Sidewalk - Remove & Replace LF 0.00 608.07 Vertical Curb, Gutter & 6" Sidewalk - Remove & Replace LF 0.00 608.08 Vertical Curb & Gutter - No Sidewalk - Remove & Replace LF 66.00 608.09 Vertical Outfall Curb & Gutter - Remove & Replace LF 0.00 608.10 Barrier Curb 12" - Remove & Replace LF 0.00 608.11 Hollywood Curb, Gutter & 6" Sidewalk - Remove & Replace LF 0.00 608.12 Hollywood Curb & Gutter - No Sidewalk - Remove & Replace LF 0.00 608.13 Highback Curb & Gutter - No Sidewalk - Remove & Replace LF 0.00 608.14 Pedestrian Access Ramp - Remove & Replace SF 0.00 608.15 Pedestrian Access Ramp - Highback - Remove & Replace SF 0.00 608.16 Truncated Dome Panel SF 0.00 608.17 Flatwork 4" - Remove & Replace SF 0.00 608.18 Flatwork 6" - Remove & Replace SF 651.00 608.19 Replace Flatwork - 1" Additional Depth SF 0.00 608.20 Colored Concrete 4" San Diego Buff - Up Charge SF 0.00 608.21 4' Valley Pan (6") - Remove & Replace SF 0.00 608.22 Concrete Pavement 8" - Remove & Replace SF 0.00 608.23 Alley Approach 8" - Remove & Replace SF 0.00 608.24 Expansion & Caulking LF 0.00 608.25 Splashblock 4" SF 0.00 608.26 Exposed Aggregate 4" - Up Charge SF 0.00 608.27 Reset Flagstone SF 0.00 608.28 Haul & Dispose Concrete w/ wire TON 0.00 608.29 Joint Sealing - Sawcut and Seal LF 0.00 608.3 Joint Sealing - Double Expansion LF 0.00 623.01 Irrigation Sleeving 3" PVC - Complete In Place LF 1 0.00 9 w If SECTION 03000 DETAILS Curb and Gutter 701 Curb and Gutter/Sidewalk 702 Curb, Gutter and Sidewalk Details D-6 Median (Island Curbs) 703 Standard Driveway Approach (I & II) 706 Standard Driveway Approach (III & IV) 707 Street Intersection Crosspan 708 Drainage Under Sidewalk 709 Curb Inlet 4' Opening — Vertical Curb & Gutter D-7a, 7b Curb Inlet 4' Opening — Driveover Curb & Gutter D-8a, 8b Concrete Sidewalk Culvert D-12,13 Area Inlet D-9a Modified Type 13 Inlet 13-A Catch Basin Alley Intersections 803 Standard Manhole Cover 1201 Standard Sidewalk 1601 Sidewalk Detail 1602 Access Ramp Details 1603 Detached Walk/Intersection Detail 1604 Detached Walk/Intersection Detail 1605 Pedestrian Ramp Detail 1606 Residential Local Street Access Ramps 1606 a Truncated Dome Warning for Access Ramps 1607 Median Islands and Pedestrian Refuge Area 1608 • Sidewalk Widening Details 2501 Concrete Pavement Joints M-412-1 m 1 1/2'R. ,4 1 N 2'R. I ,: io Gutter edge may be tapered or battered. ~ r (fyplcal for all Curb & (° & Gutter Types) Co VERTICAL 30' 1 4.5' 21.75' 3.75' R b_5. 3.63' b ° 9 .•d. °°b 7' ° d ROLL-OVER (LOVELAND) CURB AND GUTTER N0: 1 DRAWING LARIMER COUNTY CONSTRUCTIONREVISION URBAN AREA 03/01/02 701 STREET STANDARDS DRAWINGS DATE. 0 C11 1J • ►A T o LLL J O W C C 0 r (V C �Y Q �F W NU U (n LL W 0 9 CZ O C Q w a 0 ,I co IL U LL 1 Ir i / / / :r . J LL r T 11 C O co U W C E X I�10 T d p' ;; LL a, �d IrLWI I W O'ci) .8/9 8 .9 —y > Y a LLJ vb Q ° 0 N °c W o U v ' Q Q ✓: W / / / / J o LL I . zo 91 T f1 Lu O .8/E E— > .8/E - Ir .9 Q CURB AND GUTTER/SIDEWALK LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWINGRBAN AREA DRAWINGS STREET STANDARDS DATE: 03/01/02 702 m LIMITS OF C & G 14 IN. 17 IN. 3 FT. 9 IN. m (1.17 FT.) �F \ (1.42 FT.) n (3.75 FT.) z 4I 2! , nM mn ,., 1 1/2 IN. FLOW ' '. LINE D D D : D . . " A 4 IN. 6 IN. ' .p •.�.� D I " 1 D 6 IN.. o� d e D Iz li \ IiO 18 IN. 18 IN. (1.5 FT.) (1.5 FT.) n � J DRIVE —OVER CURB, GUTTER AND SIDEWALK 2 FT 6 IN. 6 IN, WHERE WALK ADJOINS A CURB, IT SHALL BE CONSTRUCTED 1/4 INCH ABOVE THE CURB. 4 1/2 IN. SLOPE SIDEWALK TO CURB - 1 1/2 IN. 1/4 IN. TO 1/2 IN, PER FT. 2 I. 1 1/2 IN. R .. . p D 4 IN. 2 IN. R D 6IN.y . D D 6 IN. z 1 4 FT. MIN. D D 12 IN. c � VERTICAL 6 IN. CURB, GUTTER AND SIDEWALK EDGED SURFACE 1/8 IN. R. 3/4 IN. MIN. 4.43 FT' - 1.18 FT. .58 FTF 2.67 FT. ' _1 .. • ' .09 FT. I /9 IN: .3D FT. r.11 FT. d a D_ .a. ' e d e p. 4 IN. 1 D . ' I DUMMY JOINT p t, FOR WALKS d d 6IN D COMBINATION CURB, GUTTER AND SIDEWALK "HOLLYWOOD" (OBSOLETE — FOR REPLACEMENT ONLY) CURB, GUTTER AND SIDEWALK DETAILS ® CITY OF FORT COLLINS STORMWATER APPROVED: DETAIL UTILITIES CONSTRUCTION DETAILS DATE: 11/13/00 D _ V (� DRAWN BY: NBJ CRY °� r°n c°P' • F 0 u 1' 6' 1-1/2' 4-112' 1 1/2'R. 1-1 /2' TO 2' R. V y N � V ev dr OUT FALL CURB & GUTTER (FORT COLLINS ONLY) 6" 6" 4- 1/8' TO 1/4'R. 1 1/2' 1Ar TO 1/4'R. 1/2'R. 1'R. A a , a a. NO a a 1'J- 1/4' • 4 G'• .a a A 'd 1'-1 1/4' 4. ^ • ..s a 1 1 /2' ASPHALT OR 3 1 /2' 3' * 6' w/concrete pavement CONCRETE PAVEMENT 8' w/asphalt BARRIER CURB (KEY WAY OR EPDXY) MOUNTABLE CURB (KEY WAY OR EPDXY) (SECTION B) (SECTION M) 6' 6' 6' 1 1/4' /A,,d J v 'O W (D 'b J W.a d. d d .a • 4 : d a o ROADWAY a ,: ;Y .. q•a PAVEMENT 8' BARRIER CURB 6' MOUNTABLE CURB (CDOT TYPE 2 SECTION B M-609-1 CURB W/8- REVEAL) Notes: a.) Bottom of curb shall be poured to a depth no less than on the compacted subgrade of the pavement_ b.) Raised center medians shall be 8' barrier curb or 8' epoxy curb only. MEDIAN (ISLAND CURBS) LARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/01/07 703 ..f \Na4_0" X = Curb Transition Length Y = Parkway Width In Type I Approach W = Driveway Width (See Drawing 707) t = Concrete Thickness - minlmum 5 Type I = With Detached Sidewalk Type II = Wlth Attached Sldewalk far to Chapter 26 for minimum removal dimensions_ PERSPECTIVE W = Width Ramp If necessary A Right of Way line , BI 00 Detached 1:12 Sidewalk max. W W W E W W W d• N m } W W t= N Attached 6, Sidewalk •N `6' 1:12 max. ry 1:12 max. Back of curb FL A B TYPE I X=2'min. Driveway Wldth Varles X=6'-o° TYPE II w EXPANSION z 7.�1ax.) O 2 (rrt m JOINT 1:24 • } . ' l a WALK C SECTION B-B NOTE: a N _T_S_ 0 WALK Y 1. Concrete driveway must be a provided to the property line. 0 1:48 SLOPE 10 1/4' PER FT. 1:12 T (max) 1. Expanslon joint If drive WALK • SECTION A -A continues as concrete N.T.S. A* STANDARD DRIVEWAY APPROACH (TYPES I & II) LARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/01/07 706 SECTION 00300 • BID FORM PROJECT: 7509 Concrete Maintenance Project Phase II r Place: h - (_.9t ijs . Date: / /3 1. In compliance with your Invitation to Bid dated 4/ZL 2013 and subject to all conditions thereof, the undersigned a (Corporation, Limited Liability Company, Partnership, Joint Venture, or Sole Proprietor) authorized to do business in the State of Colorado hereby proposes to furnish and do everything required by the Contract Documents to which this refers for the construction of all items listed on the following Bid Schedule or Bid Schedules. 2. The undersigned Bidder does hereby declare and stipulate that this proposal is made in good faith, without collusion or connection with any other person or persons Bidding for the same Work, and that it is made in pursuance of and subject to all the terms and conditions of the Invitation to Bid and Instructions to Bidders, the Agreement, the detailed Specifications, and the Drawings pertaining to the Work to be done, all of which have been examined by the undersigned. 3. Accompanying this Bid is a certified or cashier's check or standard Bid bond in the sum of 5 0/v V- -- ) in accordance with the Invitation To Bid and Instructions to 4. The undersigned Bidder agrees to execute the Agreement and a Performance Bond and - a Payment Bond for the amount of the total of this Bid within fifteen (15) calendar days from the date when the written notice of the award of the contract is delivered to him at the address given on this Bid. The name and address of the corporate surety with which the Bidder proposes to furnish the specified performance and payment Bonds is as follows: N N'�-) sy9A)r�r r!,iz�uP , A1'u.0 Fi�c+�Ps�k�wt 5. All the various phases of Work enumerated in the Contract Documents with their individual jobs and overhead, whether specifically mentioned, included by implication or appurtenant thereto, are to be performed by the CONTRACTOR under one of the items listed in the Bid Schedule, irrespective of whether it is named in said list. 6. Payment for Work performed will be in accordance with the Bid Schedule or Bid Schedules subject to changes as provided in the Contract Documents. 7. Thundersigned Bidder hereby acknowledges receipt of Addenda No. through • 0 • N 0 M >. v �0 = 05 m a o 0 3 a Y C Lroro Q p W Y 'o m c. ro 3m o2 9aro ro � 3 3 o wo d° C7 � ° Lo a c a) Ewa (J J Z a `� `S >_ N o CT ca U a J Q o i0 — Z �^f„� LL I,1 W Q 4 V U p E U W t ro m� �3 e I n E a I Q E fD 1 Q > E X ° N� C D Z I z I E N o >, c°m ro m =`o n z°m > u, • I 0 ( I (�xew) av- G I z I - - i m� (ulw) 9 m- I (,xew) ,z > Q 8 �— I z" Q N �ca I ( rov m E �a sp zoro CO m �(V o Z a ,' I 0 0� z LLJ ♦ :. m (Na) N co i I Q N ro E o c i o..>...... e., Q co ro a) .0 o 1 N I Y z E�� ro aro 17:ro J E_ z ° ro n o� m c Q a 0 acm mw E—L°c > Oc � �° — U v -0� m m� roO o U Y W LLJ w roo (aQ a ro d 2 � ro���mE ooscaoo ca atI�• rod_=rota ma ❑u) >- Q ocr Na Q 3 a� ropy Q N W w. ag:..: '. w C-!r ��>>'� co 3=V0°rot ~O �oQiooQQ Z r N64L6 (D � o � N M M M �o N � Z3 N N N J J �- = O O O � J > O E U O m _ E v 5 c^ °' � 0 5 � � � U In STANDARD DRIVEWAY APPROACH (HIGH VOLUME DRIVE TYPES III & IV) LARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/01/07 "70"7 a 1�1 00 3 o a O z I Of U O 0 K � 7 O O ~ U W d H J J Z Os O U i Q J O O ; L O `in X I pEL � O � o o W af O 0 W 3 in o Q Q x a � I Z L� Z lil r J 0V) 00 Jo > Z a F-Z Z> J0 Wp Z Q o0 00 o� oo gcx 00 O U JZ it HQ pUCL d ZZ OOJ wir O KU Z O _ a W \ 1 H U0 Z J OJ 1 i1 00 U) � . U O J . OLLJ Q J Q d NOf O Q U d W J I- � U O J J� `� O Q • = Q V) d Q� Z Z � O a • LLJ + - W N W Z(n Z Z • N Z V V) W oz M Z g • W0 �w LLJ N irU ~a II ZaN i0 p v.. v. zW � 1 W 00 OpJ Q WWW J> H0N Q= Z�H Lu >a H oo a �f Ilf z ''Ili N w Z > J � N 00 a x w 0 >< N N W � c> v N z? �o OJ M v Z a 7� ax 3 v) o o ao io �3 U Z O w�O � J�U Q� w N N U J � N N Q O S U U STREET INTERSECTION CROSSPAN LARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/01/07 708 • • • w w w 0 9 ♦•• X (Varies, See Plans Xmax=2.0� L --� r7�1 1 /4' • ::I d (Varies, '-' See Plans) 'e •:.: 6' SECTION B—B E o E� 01 Attached U — o Sidewalk E U' Q. e r R --I LL 5/8' Rolled Steel Tread Plate (diamond pattern) Dimension Variable Notes: 1 . Length of steel plate varies. 2. Chase and cover plate run from Right of Way Ilne to flow Ilne unless approved by the Englneer. With curb walk, cover plate extends from property line to top of walk face. A. Retaining Screws at C 4•-0' or as Dlrcctcd B Detached Sidewalk PLAN VIEW L= 1 1 /4' x 1 1 /4' x 1 /4' 3' #4 Bar Welded at 12' on — center, Nelson Standard Anchor or equivalent. (typical both sides) 5/8' Rolled Steel Tread Plate 112' x 1' Flat Head Mach. Screw Brass or Electro-gaN. C finish 12' on center �'• (typical both sides) Anglo Iron to bo drilled and d threaded to receive screw. SECTION C—C Concrete to be drilled to allow screw to extend Into the concrete (typical both sides). COMBINATION CURB, GUTTER, AND SIDEWALK 6' VERTICAL CURB, GUTTER, AND SIDEWALK SECTION A -A (2 VIEWS) STANDARD DETAILS FOR DRAINAGE UNDER SIDEWALK LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/01/07 709 J 6 IN. 3 FT.-6 IN B __ 6 IN. 2L A 6 1N. STEEL DECK RING WITH �24 IN. HEAVY DENVER COVER BY MACLEAR DR APPROVED EQUAL. S CT I • I 6 IN.---n- - - -� 6 IN. THICK SIDEVALL (TYP. BOTH SIDES) 6 IN. 4 WARPED CURB 6 SEE DETAIL 'A' ` FLOW LINE GUTTER (TYP. BOTH SIDES) 4 FT. OPENING �11 FT. A PLAN VIEW 8 8.5 FLUSH NTS WITH CURB FACE 18 BAR 1 I/2 IN. R IB IN. LUNG 1/4 IN.-1 IN. LEG 2 IN. _ 2 IN. 6 IN. 6 IN. MA MIN. l- /211 5 BAR ' � < • ", 1 1/2 IN. PIPE SPACER AND 1 1/4 IN. LOCK NUT 8 IN. + "' •a e • . 1 1/4 IN. DIA. X 24 IN. GALV STEEL ROD - THREADED 3 1/2 IN. AT TOP. • 1/4 IN. 10 IN. EMBEDMENT v,I 3 IN. X 3 IN. X 3/8 IN. PLATE 2 FT 6 CORB OF R B SEE CURB FACE — ASSEMBLY DETAIL ANHOLE UNGS-12 IN. O.C. 6 T— FT.-6 NORMAL FLOW 4 FT.- 6 IN. 1% SLOPE FOR DRAINAGE SECTI❑N A -A DEPRESSED GUTTER WARPED GUTTER TOP OF GUTTER IN. ALTERED FLOW LINE 6 IN. 1% SLOPE FOR I DRAINAGE SECTION B—B 6 EXTEND CHANNEL CURB FACE ASSEMBLY DETAIL 6 IN. VALL TO OUTSI➢E EDGE OF WALL GENERAL NOTES 1. SEE D-7B FOR REINFORCEMENT. 5. TOP SLAB OF INLET SHALL BE SLOPE TO MATCH SIDEWALK. SEE D-6. 3 IN. IN. 2, FL7.R OF INLET SHALL BE SHAPED WITH TO➢�IPENCONNELTIDN SO FORM INVERT G. EXPOSED STEEL SHALL BE GALVANIZED IN RAD J ACCORDANCE WITH AASHTO M-Ill. 3. MANHOLEg NLE 7LHEIGHTG 4 FT. AND EGREATER. FOR DETAIL 'A' 4. SIDEWALKS I6 IN. THICK FOR 3 FT. DE OFF INLET. ON ETHER SIDE CURB INLET-4 FT. OPENING FOR VERT. CURB & GUTTER CITY OF FORT COLLINS STORMWATER APPROVED: DETAIL UTILITIES CONSTRUCTION DETAILS DATE• 11/19/02 D-7A (TLa Fort collies DRAWN BY: NBJ `J 411 • 9 0 4 FT. B L 2 A 7 /401 +-� B IN. O.C.� /601 501\ 1p . r513 INN �■M CURB B A FT. n rT — c TN SECTI❑N A -A NTS 406-/ 3 FT. 5 FT. 3 FT. 11 FT. 1 FT. 2 FT. 5 FT. 2 FT. 1 FT. A-402�#4 ANCHORS PLAN VIEW NTS TABLE 1 MARK DIA. IN. O.C. SPACING TYPE TYPE NO. LENGHT 401 8 IN. II 4 3 FT. 10 IN. 402 12 IN. III r 7 FT. 10 IN. 403 12 IN. IV 6 7 FT. 4 IN, 404 1/2 IN. 12 N. I 14 w 12 N. ■ 3 FT, 2 IN, 406 12 N. 4 ■ 407 2 9 D IN. 408 12 N. V 4 3 FFT., 4 N. 501 5/8 IN. 9 IN. 11 2 9 FT. 0 IN. 502 5/8 IN. 9 IN. 11 1 4 503 5/8 N. 9 N. FT. 0 IN. 504 5/B IN. 6 IN. VIII 2 4 FT. 8 IN. 601 3/4 IN. - - 1 8 FT. 10 IN. B C 8.5 - - - 1 5 FT. 0 IN, ANCHOR 1/2 IN, 24 IN. - 2 1 FT. 6 IN. IE:CIT T YST v_ry INTYP IN TYPE IV r •VARIBLE VITH HIGHT, REFER TO TABLE 2. e a TYPE RN7VII I �IN TYPE VIII Map IN. LAP GENERAL N❑TESi BAR BENDING DIAGRAM (DIMENSION ARE OUT TO OUT OF 1. QUANTITIES INCLUD VOLUMES OCCUPIED BY PIPES. BAR) STRUCTURAL STEEL REINFORCEMENT AROUND PIPES ARE NOT INCLUDED. 2, KEY JOINTS WHERE WALSS CONNECT TO TOP SLAB AND BASE, 3. REINFORCEMENT IN WALLS AND BASE SHALL BE 3 N. FROM THE SIDES EXPOSED TO EARTH. RE NFORCEMENT IN TOP SLAB SHALL BE 1 1/2 IN CLEAR. SECTI❑N B-B NTS TABLE 2 nlIAMTTTrc WADTni rc WTTU urTruT H LENGHT C.Y. LB.. 40214051 404 406 CONC. STEEL 3 FT. 6 IN 10 6 3 FT. 2 IN, 2 FT. 1 IN. 10 6 4 FT. 0 IN. 12 8 3 FT. 8 IN 2 FT. 7 IN. 12 8 4 FT. 6 IN 12 B 4 FT. 2 IN 3 FT. 1 IN. 12 8 5 FT. 0 IN 14 10 4 FT. 8 IN 3 FT. 7 IN, 14 10 5 FT. 6 IN 14 10 5 FT. 2 IN 4 FT. 1 IN. 14 10 6 FT. 0 IN, 16 12 5 FT. 8 IN. 4 FT, 7 IN. 16 12 6 FT. 6 IN, 16 12 6 FT. 2 IN.5 FT. I IN, 16 12 7 FT. 0 IN. 18 14 6 FT, 8 IN, 5 FT. 7 IN, 1B 14 7 FT. 6 IN, 18 14 7 FT, 2 IN, 6 FT. I IN, 18 14 8 FT. 6 INJ 20 1 16 17 FT. 8 IN. 6 FT. 7 IN. 20 16 8 FT. 6 IN 20 16 8 FT, 2 IN. 7 FT. 1 IN. 20 16 9 FT. 0 IN. 22 18 8 FT, B IN, 7 FT, 7 IN 22 IB 9 FT. 6 IN 22 22 9 FT. 2 IN, 8 FT. I IN. 22 22 10 FT. 0 IP 1 9 FT. 8 IN. 8 FT. 7 IN. 24 24 CURB & GUTTER (REINFORCEMENT) CITY OF FORT COLLINS STORMWATER APPROVED: DETAIL UTILITIES CONSTRUCTION DETAILS DATE: 11/21/02 p_7B DRAWN BY: NBJ 6 IN. I 6 IN. THICK z SIDEWALL (TYP. m BOTH SIDES) v 4 O 6 IN.— B VARPE CURB 6 14 IN. GUTTER BOTH SI➢ES> 8 [8.5 FLUSH - VITH CURB FACE IN. 2 IN. j 4n A �I SEE DETAIL 'A' 4 FT. OPENING ___J_ 11 FT. A PLAN VIEW NTS 1 1/2 IN. R 1/4 IN.-1 IN. LEG 1 / 24 9• 8 IN. .a. 9 4 10 IN. EMBEDMENT 4A BY 2 FT. II I CBRB OF C SEE CURB FACE — ASSEMBLY DETAIL - B MANHOLE RUNGS-12 IN. O.C. FLOW LINE 6 IN. IN.LONG 6 IN. 5 B WARPED GUTTER NORMAL FLOW LIP \1 1/2 IN. PIPE SPACER o i AND 1 1/4 IN. LOCK NUT u i as 1 y� —1 1/4 IN. DIA. X 24 IN GALV. STEEL ROD - THREADEb i 3 1/2 IN. AT TOP. 1/4 IN 6 IN. 3 IN. X 3 IN. X 3/8 IN. PLATE 4 FT,- 6 IN. 6 IN. 1% SLOPE FOR DRAINAGE ECTI❑N A -A IF GUTTER 6 IN. WARPED GUTTER ALTERED FLOW LINE 6 IN. FOR SECTION B-B 6 IN. EXTEND CHANNEL y 6 IN. WALL TO OUTSIDE EDGE OF WALL CURB FACE ASSEMBLY DETAIL GENERAL NOTES 1. SEE D-BB FOR REINFORCEMENT. 2. FLOOR OF INLET BE SHAPED WITH INVERT 5. TOP SLAB OF INLET SHALL BE SLOPE TO MATCH SIDEWALK. SEE D-6. 3 IN. RADA IN. TTSHALL TODPIPONCONNECT[ONSO FORM 6. EXPOSED STEEL SHALL BE GALVANIZED IN ACCORDANCE WITH AASHTO M-111. 3. MANHOLE RUNGS SHALL BE REQUIRED FOR INLET HEIGHT 4 F . AND GREATER. DETAIL 'A' 4. SIDEWALK SHALL BE 6 IN. THICK FOR 3 FT, ON EITHER SIDE OF INLET. CURB INLET-4 FT. OPENING DRIVE -OVER CURB & GUTTER CITY OF FORT COLLINS STORMWATER APPROVED: DETAIL UTILITIES CONSTRUCTION DETAILS DATE• 11/21/02 D-8A q 2!00rl Co DRAWN BY: NBJ 0 0 6 IN. z_ � 17 B I n 17 IN. I J- 14 FT. A 409 3 FT. 5 FT. 3 FT. 11 FT. A PLAN VIEW NTS 0 I 9VL SECTION A —A FT_ 9 FT_ S FT_ 9 FT 1 FT 9 p4 ANCHORS TABLE 1 BAR UST FOR CURB INLET A. O.C. TYPE NO. LENGHT I LENGHT TYPE II SPACING REQ'D Straight MARK DI IN 402 8 IN. II 4 3 FT. 10 IN. 404 12 IN. III • 7 FT. 10 IN. 406 12 IN. IV 6 7 FT 4 IN. 407 1/2 IN. 12 IN. II 14 e 409 12 IN. II • 3 FT. 2 IN. 410 I J 12 IN. II 4 411 12 IN. II 2 9 FT. 0 IN. 412 12 IN. VII 4 3 FT. 4 IN, 501 5/8 IN. 9 IN. II 2 9 FT. 0 IN, 502 5/8 IN. 9 IN. II 1 4 FT. 8 IN. 503 5/8 IN. 9 IN. 11 1 9 FT. 0 IN. 504 5/8 IN. 6 IN. VIII 2 4 FT. 8 IN. 3/4IN. - - 1 8 FT. 10 IN. �6O [ANCHO;R --1 5 FT. 0 IN. 1/2 IN. 24 IN. - 2 1 FT. 6 IN. TYPE III PE W IN. U. TYPE IV W IN U" 9 IN TYPE VII . VARIBLE WITH HEIGHT, REFER TO TABLE 2. 3j7 Bent 11 IN. TYPE VII M3( IN. Loop 12 IN. LAP BAR BENDING DIAGRAM GENERAL NOTES; (DIMENSIONS ARE OUT TO OUT OF BAR) 1. QUANTITIES INCLUDE VOLUMES OCCUPIED BY PIPES. STRUCTURAL STEEL AND REINFORCEMENT AROUND PIPES ARE NOT INCLUDED. 2. KEY JOINTS WHERE WALLS CONNECT TO TOP SLAB AND BASE. 3. REINFORCEMENT IN WALLS AND BASE SHALL BE 3 IN. FROM THE SIDES EXPOSED TO EARTH. REINFORCEMENT IN TOP SLAB SHALL BE 1 1/2 IN CLEAR. SECTION B—B TABLE 2 OIJANTTIFS VARIARI F WITH HFIGHT H NO. REO'D LENGHT C.Y. LB. 402 405 404 406 CONC. STEEL 3 FT. 6 IN. 10 6 3 FT. 2 IN. 2 FT. 1 IN. 2.5 210 4 FT. 0 IN. 12 8 3 FT. 8 IN. 2 FT. 7 IN. 2.6 230 4 FT. 6 IN. 12 8 4 FT. 2 IN. 3 FT. 1 IN. 2.8 236 5 FT. 0 IN. 14 10 4 FT. 8 IN. 3 FT. 7 IN. 2.9 236 5 FT. 6 IN. 14 10 5 FT. 2 IN. 4 FT. i IN. 3.1 262 6 FT, 0 IN. 16 12 5 FT. 8 IN, 4 FT. 7 IN. 3.2 282 6 FT. 6 IN. 16 12 6 FT, 2 IN. 5 FT. 1 IN. 3.4 288 7 FT. 0 IN. 18 14 6 FT. 8 IN. 5 FT. 7 IN. 3.5 306 7 FT. 6 IN. 18 14 7 FT. 2 IN. 6 FT. 1 IN. 3.7 314 6 16 B FT. 2 IN. 7 FT. 1 IN. 4.0 J40 NOIN. 18 8 FT. 8 IN. 7 FT. 7 IN. 4.1 78 9 FT. 2 IN. 8 FT. 1 IN. 4.3 -360 366 20 9 FT. 8 IN. 8 FT. 7 IN. 4.4 386 CIT" OF FORT COLLINS STORMWAI ER APPPOVCD DETAIL UTILITIES CONSTRUCTION DETAILS DATE 11/25/02 D-8B cr r i I c n DPAWN B) NBJ A� EXTEND WALK 1 FT, BEYOND NORMAL BACK OF WALK——, 3 FT. _ F^ 6 IN. _6p4 BARS 1 T. C' 9 IN. L 6 IN, THICK SIDEWALK (TYPJ 4 FT. 6 IN 1 FT. B (TYPJ If L6 ITN. / 1 Ll 11 IN. 2 FT. 114 APS A 12 N DC 5 IBARS AT I C 9 IN. D.C. J I �2 N5 BARS AT 6 IN. D.C. BACK OF CURB B J+ O —SEE DETAIL 'A' A-- I DETAIL "B" 8C 8.5 FLUSH WITH CURB FACE 1 1/2 IN. R 18 IN.LONG /4 IN.-1 IN. LEG 2 2 IN. 4:1 � 6 IN. ,. a -6 IN. 2:1 # 5 BAR . 1 1/2 IN. PPE SPACER - AN(5 1 1/4 IN. LOCK NUT e IN. p °; 1 1/4 IN. DIA. X 24 IN. GALV. 3 IN. STEEL ROD - THREADED ' 3 1/2 IN. AT TOP. .d �. ... �.. 6 IN. 4 IN. 3 IN. X 3 IN. X 3/8 IN. PLATE 61N' DETAIL "B" 6 BE 8.5 WITH 1 1/2 IN. DIA. HOLE IN CENTER - EXTEND CHANNEL TO OUTSIDE EDGE OF WALL. -- DETAIL "A" SEE DETAIL ^B' BARS I 1 6 IN. 6 IN. #5 BARS B 1/2 IN. T SLOPE Ij _x � 6 IN. #4 BARS g4 BARS-12 IN. O.C. BOTHWAYS SECTION A -A WARPED GUTTER DEPRESSED GUTTER STOP OF CURB 2 IN WARPED GUTTER 1 FT. NUKMAL' FLOW LINE L-- FALTERED FLOW LINE SECTION B-B (REINFORCEMENT NOT SHOWN) 11 FT. 0 IN. .A 4 BARS 5 BARS GENERAL NOTES, I' 1. SIDEWALK SHALL BE 6 IN, THICK FOR 3 FT. ON 6 IN. ' EITHER SIDE OF CULVERT. ADD 1•y 4 BARS ADD 1 9 4 BARS 2. TOP SLAB OF CULVERT SHALL BE SLOPE TO 14 1/2IN. MATCH SIDEWALK. SEE D-6. 3. EXPOSED STEEL SHALL BE GALVANIZED IN ACCORDANCE WITH AASHTO M-111. 4. KEY JOINTS WHERE WALLS CONNECT TO TOP SLAB AND BASE, g q BARS-12 IN. O.C. BOTHWAYS 5. REINFORCEMENT IN WALLS AND BASE SHALL BE 3 IN. FROM THE SIDE EXPOSED TO EARTH. SECTION C—C REINFORCEMENT IN TOP SLAB SHALL BE 1 1/2 IN CLEAR, CONCRETE SIDEWALK CULVERT FOR VERT. CURB, GUTTER AND SIDEWALK CITY OF FORT COLLINS STORM WATER APPROVED: DETAIL DATE: 12/19/00 UTILITIES CONSTRUCTION DETAILS D -12 OltY of r°'I Com' DRAWN BY: NBJ E 0 A 0 A ^ EXTEND I 1 FT. NORM BEYOND NORMAL BACK OF WALK. 3 FT. I-.— 6 IN. 6#4 BARS �AT 11 IN. O.C. _. 1 1 FT. L I (' 9yy IN. 5 #5 BARS AT L 6 IN THICK L I 9 IN O.C. SIDEWALK CTYPJ 4 FT, 1 FT. 6 IN, � I � 2 #5 HARS AT B CTYPJ 6 IN, O.C. I t t } BACK OF CURB i0 —SEE DETAIL 'A' 17 IN L I FLOWLINE 14 IN 04 A IV, WARPED CURH 4 J_12 IN. 3 F7. 6 IN. 4 FT, OPENING 3 FT. 6 IN. r 11 FT. — A— I DETAIL "B" 6IN. C BE 8.5 WITH 1 1/2 IN. DIA. HOLE IN CENTER — EXTEND CHANNEL TO J OUTSIDE EDGE OF WALL. 6 IN. WALL g i I 8 IN. I DETAIL "A" 5 FT. 6 IN. DETAIL "B" #4 BARS 6 IN. // 5 BARS B 1/2 IN. 1% SLOPE-- 6 IN. 8.5 FLUSH BE CURB FACE #4 BAR V#4 BARS / 1 1/2 IN. R #4 BARS-12 IN. O.C. 8 IN. LONG 1 4 IN.-1 IN. LEG I 80THWAYS 2 IN. a SECTION A —A 2 IN. 4: 1 / C a. 6 IN. �a- .e� 6 IN. 3 FT. 6 IN. 4 FT. 0 IN. 3 FT. 6 IN. 2:1� = \# 5 BARWARPED GUTTER DEPRESSED GUTTER WARPED GUTTER - ..4° \ f TOP OF CURB 1 1/2 IN. AN6D 1 1PIPE SPACER t /4 N. LOCK NUT 1 1/4 IN. DIA. X 24 IN. GALV. e,-- III 1 IN. STEEL ROD —THREADED I 3 1/2 IN. AT TOP. FLOW LINE 3 1/4 INS \FLOW LINE 3<IN." SECTION B—B 4 ..4 +... < 6 IN. 410. ( (REINFORCEMENT NOT SHOWN) 3 IN. X 3 IN. X 3/8 N. PLATE 11 FT. 0 IN. s". DETAIL "B" 1 FT. GENERAL NOTES, I # 4 BARS # 5 BARS 1. SIDEWALK SHALL BE 6 IN. THICK FOR 3 FT. ON 6 IN. EITHER SIDE OF CULVERT. 1— ADD 1 # 4 BARS— ADD I # 4 BARS 2, TOP SLAB OF CULVERT SHALL BE SLOPE TO 14 1/2 IN. MATCH SIDEWALK. SEE D-6. - io�. _•� 3. EXPOSED STEEL SHALL BE GALVANIZED IN ACCORDANCE WITH AASHTO M-111, 4. KEY JOINTS WHERE WALLS CONNECT TO TOP g SLAB AND BASE. BOTHWAYS BARS-12 IN. O.C. 5. REINFORCEMENT IN WALLS AND BASE SHALL BE 3 IN, FROM THE SIDE EXPOSED TO EARTH. SECTION C—C REINFORCEMENT IN TOP SLAB SHALL BE DETAIL D-13 O. 12 GRATE AND FRAME BY I aCLEAR OR APPROVED EQUAL 35 3/4 IN. 28 1 4 IN. 6 IN. 23 3/4 IN. 6 IN.T 16 1/4 IN. 12 IN. MIN. .4. _ N. cR. O.F. q� NMLm INLET GRATES 2 N. CIR L.F. °I '..� . #4 BA \ PIPE O.D. I •.' a�°• 3 N. CAR OF •"` O 121N. �.. \ 21N. tlR2 F. CTRS. (TYP.) .. • . 12 IN. /.:':.. 11 H OW LINE OF '�'.' . LAP S CTRS. (TYP.) p} INLET AND AROUND I PIPE CONDUIT 1 ;I L SLOPE FOR a : 6 _ •I I 1 I DRAINAGE SECTION A -A GENERAL NOTES: 1. AREA INLETS MAY BE USED FOR DRAINAGEWAY OTHER THAN STREETS. (EXAMPLE, PARKING LOTS, MEDIANDS, SUMP BASINS) ..I STEP. MAX. SPACING ° F{` a._ \ FL A IF•. . • ' , .. .( ' .i;l } ff4 O 12 IN. CTRS. 6 IN. TYPICAL WALLS AND FLOOR SECTION B-B AREA INLET ® CITY OF FORT COLLINS STORMWATER APPROVED: DETAIL UTILITIES CONSTRUCTION DETAILS DATE: 12/8/00 D - 9 A 0ti a! Part CAps DRAWN BY: NBJ i • 9.06n of" BID S"EDULE ItemNo. ItunDncripU Unit Cantridon Qerulit5 U0il Price. TOW 20201 S .Mb g 4- _.. Lb CA F'0,4 20D S 300 5 600,00 . 203.01 G. cat F.,atim Cab;a Yard 200 S 35.00 S 7,000.00. 20).02 Barrwr TM too S 25.00 f, 2.500.00, 20ZO.I ImpoticdTopmil Come Yanl 150 S. 50.00 S 7,S00.00 20A 01 Stum„v2ifttW.- C170T Gwccl Nag(ROd So*) .Lineal rm 500 S 10.00 S 5,t100O 208.07 Siummt ftueadien- ROgcW Rubber ModWadOe, Liaal Fgol ' 'd00 5 I5.00 S 1,500,00 20&03 S�Pmtectim CUOTG.cl Nag bJd FiOv Fact 75 i Imoo S 2,500.00 21701.. Sod _ .. Sgiwc Foot. 500 S: 2.00 S I,000.00 s1M02 Labor itch 50 $ 30m f, 15o0.00 304.01 egy$ltcB.Camm TOR 1,034 s 25.00 $ 25,950DO .46.61 Tempaaty Patching TM 87 $ t8000 5 0,591.6.0 601.01 EV..dSaud Fund, -Up Chun, Sgvam Foot 1,000 5 - 223 S 2,250.00 601111 Type RI.?d-Rccncic$Rap (5'Opmu,g) ;Fact 1 S 4,000.00 s 4,OW.00 601.03 Type R fold - Reocaumm Net DmL(5'.Opm*) Each S S 1.000.00 S 5,000A0 604.0E T5peRhxh-A(ata,a O* .Each 5 S 450.00 S. 2,230.00 604.06 Cub Inch-Ranmc& Rtplam(4'Opmbo Each 5. S 2fOD.00 $ 12J00.00 604.08 Cmb Intel - Reconstruct ]n Mck-(4'0pming) .Bach 5 S 660.00 S 3,000.00, 604.10 Cab LM.?,Iaaial 0* Each 5 S 250.00 S 1.250.00 604-11 Catch Bash, -R®,e&Rgplam Each. - 1 S 2,500.00 S 2j0Q00 60.13 Catch Basin-Rcomstrce Wa Deck Falb.. 4 S 600.00 S 2,400,00, W4.13 UA Bann=Mataial Only Each 4 $ 75000 S 3,000.00 604.16 MoOW T)pc U Curb laid --Rrmota B RcOace Ead, I $ 2,750.00 S 2,750.00 601.18 MO&W Type 13 Clab InId- Rsanst,m Wct Dcck Each 2 f 730.00 f 1500.00 604.20 MoAfiodTypc 13 Cllb inlcd-Mn6ria[s Only Fac, 2 S, 630.00 f. Ij00.00 60721 Conade Si3mA Clhut-R®ow&Replan Each I S 1,500.00. S. I,SW 00. 60122 McW Skk,.&-CRhvt-. Sal%WM Material Fadi 5 S 730.00 S 3,750,00 601.23 Mcaf SOmA Cuhvt Msti,al Only ... Fach 5 f 1,06D.00 $ 5,000.00 60424 h(etal Slde0aR Cuhc - Additioea1519' Plata Square Foot 25 f 100.00 5... 2,500.OD 609.01 Rvm,c(ti,asde Square Foot 96 S 3.00 S 288.00' (A8.02 R.and Had Fdki Each S S 50.00 S 250.00 "M Apron S'-R®0,s&&place Squaw Foot 3,477. S 750 S 26,077.50 608.01 . SquarcFool 3.196 $ 7.30 S 23970.00 MkO5 Dri,m Wcurb,Gullv$6'. Sidra ern-Raoic$Rcplairi Liitcal Fad 3;13g S 37.00 S- 116,106.00 \ � � � ma E ----� -��� --- - - _,&1s —a— k � |k 9a |� �| � |§ ) �\ ��■| I| ■ a 2 . � y I §� | O � d � O 1 O U \ © U) / E z < _ b / 0 2 � e f � O / u � O % } / a 2 ) § (® / yo �o o•L. ze c `u CEO N e'Q pQ lurn i L x 4 N L J N N N U u 4 L M L �O� I / LL g� N ^N o S E 0 �eY -,L�- z° t+a 3 � � 1 •� L ^ 2 0 9 .X L1 U 7 N�' U�- ti L u1 � L 'e+p -u w F".Z.t W �-•--- zn &--� Q ooaa -T L� �,a W aa0000 N 0 C,Q�y� 9 C HUM � 8 0, Q z O g C N C � U O :D N_- Q� Q w O z Y Q 3 Ln J Q � W LJ.J j-- z t9 M Q U cccr W S> U Cf) ui Q> U 0 cr- O z 09 V) > z G J (Jr, z o� w z LL O Z O W FS Alley 10 0- R.O.W. (TYP-) Walk Parkway Truncated Dome Warning Detection Border Drive -Over or Vertical Curb & Gutter �10rxl (r 117X10, SIGHT Construction Joint SIGHT Curb AREA AREA G' Curb 1.12 0 8a. c I o�a � r 8' minlmum thick concrete I \1 1.12 :_ — Walk 0' Curb NI2 x Curb Truncated Dome Parkway V Vertical Warning Detection 11 — — — — — — — — — — — — — 6' Curb E STREET 6- Curb ALLEY W/ SIDE DRAINAGE Drainage May Cross the Walk Up to a Maximum of 0.5 cfs for the Design 2 Year Storm. Alley \FL-L� Concrete Alley Drainage Inlet or Other Drainage Collection /. Arm System shall be designed (TYP.) for 2 year storm minlmum. '1 crxl a 1 ax10. SIGHT / / \ ` SIGHT AREA / \ AREA mI� 21:4 — 8' minlmum thick 124Walk _ o Walk concrete o 0' Curb Parkway �0' Curb Parkway 6' Curb Ff 6'Curb Truncated Dome Warning Detection See Tables 8-1 & 8-2 For Radii STREET Requirements ALLEY W/ CENTER DRAINAGE Drainage May Not Cross the Walk Unless The Water Is Sheet Flow and does not Interfere with pedestrian use of walk - ALLEY INTERSECTIONS LARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/01/07 803 0 Depress ring 1/4'to 5/S"below adjacent finlshed street grade Final asphalt lift, overlay or grade adjustment Existing base course Support with Steel Shims and pack wlth High Strength Grout Slope up to match finished pavement NOTE: 1 _ Grout shall be a mixture of 100 Ibs Grout mix, 26 Ibs water (3.12 Gal). and 100 Ibs of sand contorming to ASTM C-35. 2_ Manholes shall not be located In crosspans, gutters, or wheel path. 3. Shim and grout to make ring and cover flush with the finlshed pavement surface. Straight cut around ring Concrete grade ring to match slope or finished grade Shim / Grout Grade ring Manhole STANDARD MANHOLE COVER LARIMER COUNTY CONSTRUCTION REVISION NO: DRAWING) MAN AREA DRAWINGS S STANDARDS DATE: 08/07/00 1201 0 • 9 Y ♦ Y J V Y • J ♦ Y J J V Y ♦ J J J J V Y ♦ V Y ♦ J • Y • V ♦ Y Y Y J J Y J J J Y J V V ♦ J ♦ W J • V V V J J ♦ ♦ J W Y Y Y ♦ Y ♦ Y • V W V W V Y V V Y Y Y V Y V Y V • Y V Y ♦ Y J Y Y ♦ Y J Y Y Y • V J Y V J Y • Y ♦ Y ♦ Y V • V V Y V Y V ♦ ♦ Y • V V J V V • V J V ♦ V V Y V Y Y V Y V ♦ J J Y V ♦ V V J J Y i Y Y Y W V *AY J Y J Y J J V J tl J V J Y Y J V Y J Y Cratachad:rJ .lk Driveway Sidewalk W W W i W i W i ♦ i W i W i W V W i i W W ♦ Y ♦ W J V ♦ J J ♦ ♦ W ♦ Y i W i Y Y ♦ 'W W V V i W ♦ W W i W W ♦ ♦ W W W i W i Y i ♦ Y ♦ Y ♦ J ♦ J W J Y W V W W W W .. ♦ W W W W V V W V W V V W♦ W W W W W W W W W i i ♦ W W i ♦ i W i i Y Y ♦ W ♦ Y ♦ W ♦ W ♦ W W W ♦ V ♦ i W V ♦ i i W i W W V W i V i W W W W W W W i W W W ♦ W W i W i W i ♦ i ♦ V W i W i W i W W W W V V W ♦ W V W V ♦ i V W i i i W i i W i W V i W W W i i W i W i W W i W W W V W W W W V i V i W W i W W i W V i i ♦ i ♦ i ♦ Y • A. W W ♦ J Y ♦ Y W W W W W W W W W W W W �♦ V ♦ V W V i W A[:aohad Sii.,,elk .. F.LL. 112" Expansion Joint Materiel DETACHED SIC EWALI 6' Commeroal l — 6' Residen►al � 1 /2' Expansion Joint Material ATTACHED SICEWALI SECTION A -A NI Sidewalk Trickness Shall Be c..'i , wm. NOTE: 1. Sidewalk grade shall remain content across diveway 2. For drueway design regxfements, see CONST- DWG. 706 & 707- 3. This detail applies to Rcolodmi l & Commercial driicvvays. STANDARD SIDEWALK LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/O1/07 1601 .. 4.. a . p 4, s • d 4 y d 9 •e.' . e •� Slope sidewalk to curb 1/4• per foot. ♦ .. • : ♦'d i • : Si y • 8 NOTE: Corvstruct Sidewalk vkh joints at I (rintervals and aligned vAlh scormig on curb. ATTACHED SIDEWALK DETAIL Landscaping Slope: M:numum Mwirnum - Slope aidewalK to curb 1/4 per foc e. •f d a v A e ",d DETACHED SIDEWALK DETAIL y p, 1/8e S SLAB THICKN SS 'P4 'y 4 d. ,e d y ' . .A WEAKENED PLANE JOINT 2' min. 1 /2' Expansion Joint matemal ' d R1/4' 1/4'J.. ... • d.•..' . d.. ' ♦ 4A ..4 . a e 4 .4, .A .'e. : INSTALL IN LOCATIONS SPECIFIED IN CHAPTER 22 EXPANSION JOINT a SIDEWALK DETAIL LARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/01/07 1602 0 • 0 C 2 (Radius varles) \ O Curb to retain Transltlon o ground behind the back of walk m Truncated Dome walk, If needed. (bp.) Warning Detection \I oQ Wood float N�P finish thru ramp �2 ':go^S•• Walk Broom finish Curb oc5 �C , aee Gutter r � Wood float finish thru ramp Walk Broom finish Curb Gutter 0 n 'n Y a 3 0 Y 0 Curb (optional) CORNER LOCATION Only If needed A" ----IT Transltlon back of walk (typ.) F 1:12 Broom finish �► A 6 5' 6' (min.) (min_) MID -BLOCK LOCATION Truncated Dome Warning Detection at the corners of the truncated dome warning 2'_0• 6' truncated dome warring detecton c 1:25 Slope 3 ,a ** pe (max.) o LL a.CO zo SECTION A -A NOTES: 1. * 6- Thickness applies to entire ramp area. 2. ** 1:25 Unless a landing behind ramp (then ramp can be 1:12 with 1:20 on the truncated dome warning_) 3. See CONST_ DWG_ 1606(a) and 1607 for Fort Collins. 4. See CONST_ DWG_ 1614, 1615 and 1616 for Loveland. ACCESS RAMP DETAILS LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAPING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/01/07 1603 ARTERIAL a ROW Une 9� s ARTERIAL / COLLECTOR 2 J Q R=6' W I _ Q � 6 `o I J Q ROW Une cc 10' 6' w 10' 5' (min.) Q 16' 15' ARTERIAL / ARTERIAL ARTERIAL / COLLECTOR For Corner Radlus > 35' r- DETACHED WALK / INTERSECTION DETAIL LARIMER COUNTY CONSTRUCTION REVISION NO: DRAWING UR3AN AREA DRAWINGS STRCI f STANDARDS DATE: 08/07/00 1604 0 0 Note: Use of this detail requires special approval In Fort Collins by the Local Entity Engineer. DETACHED WALK / INTERSECTION DETAIL LARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/01/07 1605 1.5' TRANSITI i W W i W W W W i W W i i W I W i W i W W W W W W W W W W W W W W W W W W W W W W i W WFLARE OPTION W W W W W W W W W W W W 0.5' WiP-\ /1.5' TRANSITION Truncated Dome Warning Detection a°o° A V o°°°( 0 0 ( Truncated Dome 4' MIN. I �0000( blaming Detection 1" ft. Max o°o° 6" CURB Op0p 0" CURB o°o° NA CURB OPTION 2 i CURB . 1:25 slope t-6" or as specified (max.) 1: 12 SLOPE MAX " �FLOWUNE STANDARD GRAY CONCRETE 6" LIP OF GUTTER RAMP WITH PARTIALLY COLORED CONCRETE PLAN VIEW SECTION A -A N.T.S. N.T.S. NOTES: 1. NO JOINTS ARE ALLOWED IN THE FLOWLINE. SIX INCH WIDE CURB OR'DUMMY JOINT` MAY BE TOOLED NO CLOSER THAN 6 INCHES FROM FLOW LINE AS SHOWN. 2. MINIMUM CONCRETE THICKNESS IS 6 INCHES. 3. JOINT PATTERN TO BE ACCORDING TO INTERSECTION GUTTER DETAIL• OR AS DETERMINED BY THE LOCAL ENTITY. 4. WOOD FLOAT FINISH IS REQUIRED OVER THE SLOPED SURFACE OF RAMP AND FLARES. 5, A 6 INCH WIDE CURB MAY BE POURED AT THE BACK OF THE RAMP AS SHOWN IF REQUIRED. IF CURB IS USED IT SHALL MATCH THE CURB AND GUTTER STYLE OF ADJACENT CURB AND GUTTER. 6. MINIMUM RAMP WIDTH SHALL BE FOUR FEET, OR THE SAME AS THE WIDEST ADJACENT SIDEWALK, WHICHEVER IS GREATER, UP TO A MAXIMUM WIDTH OF 8 FEET. 7. THE RAMP LANDING MAY BE POURED MONOLITHIC WITH THE ADJACENT TRANSITIONS PROVIDED THAT AN APPROVED'SHAKE-ON" PIGMENT BE USED TO COLOR THE LANDING AREA. 8. T= THICKNESS (AS SPECIFIED ON PLANS OR LOCAL ENTITY ENGINEER). PEDESTRIAN RAMP DETAIL (For New Const. & Alterations) tTRE:E MER COUNTYCONSTRUCTION REVISION N0: 1 DRAWINGBAN AREA ST STANDARDS DRAWINGS DATE: 04/O1/07 1606 • • Satbu Wmo BIDSCREOULC Ilan Nv, Ilan Dsscriptiao VonQoaoNlp Cog"ct Unit Priac. Tdsl 608.06 Dti..Ceb, Gong, No Siiima&-RmoeAtltglaoo .. Il si. Foot 420 S 22.06 S 9j40.00 602.07 V bcgCmb,G tw and 6-SOcm&-Remmo&Rcplaee Luvalroot 593 $ 39.00 S 23I03.W 608.08 Vati.A Cmb, Gmtti Na Sidmsalk -RciAi &pcpaoe Lmpl Food -.5,817 S 24.00 S 139,608.00 08.09 Yvtiml Out fallCmb, ('.dam-Remme&Replace. 'Racal Fod 132 $ 22011 S 2pD/.W 608.10 Baia Cmb l2'-R.n &Rq-hm Lame Fact 7 S 30,00 S 21U.00 WS:11 1iol13imadCivb, Cadla and 6-Side.�alF-Reao.c&;ywlioc li cal Foot 86 _. S 38.00 S 3268.00 608.11 HoRj snood Cad;Ga ,No Si&..Ik-Ranose&Rgpam Liaml Fpa 7. 5 -24.00 $ 162.00 608.13 FligbbacIL(fib, Gaeta, No Sidasa&-Roome&Rco= Lima)F*M 1,064. S 30.00 S 31420.01) 603.14 14drstriia A.as Kano -Raao,c&Rtpipm &In=Fool 3,351 S 7.56 S 25,13250 603.15 Pednciim Au Rampll;gh art: 45ab-Rmoso&Rcpla». Foot :.1,500 S 9.00 $ 13500.00 605.16 Tn.=.W Dmn Puucl Squnni Fool 240 S 40.00 S 9,600.00 608:17 FlatoeA4•-Raamc&Rtplam Squvc Fod 400 S_ 5.00 S 2,000.00 MAR FlancnA b'-Raaoro&Rcptaee Sgwt.. Foot 22,488 S coo $ .134,928,00 603.19 Rcplx Flal,oL- I'Addiiand Dcplh Square Foot 1635 S1.00 S 1,635.W 60810 Cobmd Comic 4-SaaDWBnff-UpOp .. Squme Foal, 500 S 200 3 1,000.00 603-21 4-V43W PM 6'-Rsmmc&Rq,L.m Sq.=Fad ,400 $ 6.00 S 2,400.00 60122 Coomk Pm=mt S'- R.&Ripiax Sq. Foot 70 $ 10.00 S 760.00 609D Alky Ap w,&6' R®me&Rcplsoe Sgaua Fad 9,821 $ 7,75 S 76,11275 608.24 Ep &Cauwm IiaA Fad 429 S 5.W S 2.13750 60875 Spl l-&a t4--Rose&Rcpt z . .: Sq. Foot 1,000 S 7.00 S 7,000AO 60326 ExpnsedAwnato 4--UpCha+ge Square Fool 5110 S 3.00 S 000.00 60327 Rend Flagsl. Sane n reet 60 S 10.00 s 609.00 6D8.78 Haul& Dup. (Lnnide with WmlRebar Ton 25o S 20.DD 5 5,000.00 60929 Asphall Pn>mmt Rcsas l.aral Fast S.ODD S LW S '8,0W.00 6M.01 Ittigadm SkesivO 3' PVC liooal Fad NO S 5.0D $ 500.W 63020 TMT.C.&,& (mpy Lmup Sum 1,00 S 68,240,d1 S _ 68240.00 63030 VwUIcMcwgBo d B, Each Pv 1W.W 175.0 S 17jW.00 63D.40 FI.&&.s Hour 40W.W 22,00 S $8,000A0 630.50 Ads. W..S A.i Bond I4r Farb p- 70.0D 75.00 S .. 5)30 OD 70TAL cow - - ..Pmrnt S 974,941Aa Traffic CmW Rdm(m be wdmadd V.,mt areay.& th.0 dungy mdor/s) NA NA 85T'A ►.jt/ie kunlo�Ep S�,u!a£4.r1-Y �ut'Tib0.6/�7`i7 _WWL. A,...wta t> Fogry Coe- Dollars and Fi '�i'{ glVirc Celli Sig'" Adds i�2rs S,. GARI-IiCt\ \MY �01"P"'0 � �t'nt1Ei:AN1� l (A 8 05 37 Cta+rkOac -�j. y�V'D . htisfdual Doing"iwc inCornpa Naoa rX 4) -av 3 - � f Xcorpom6W PaAnership 0 O O DC7O p Q FORT COLLINS ONLY P a O' N � - vi O � � H d 07 W' ♦ i(J Wq IA �j W O > N ♦ �'a� G Z � � J 3 � V a V � m � Y � V) � G N S m � n � o m £ 0 a. Q a � V N U J\\ O O e 3 3 s Y ro ro 3 3 0 0 � o v co O O CO �] CD f0 o a m 3 � o s o H �L' d O C A O id R V 5 OIL d V � n o O y O O Rl N N N J d L N n O y E O zl m o E OIL ty C U d 6 61 00 y M« O y 1-- t0 V L t0 U In L RESIDENTIAL LOCAL STREET ACCESS RAMPS I ARIMER COUNTY CONSTRUCTION REVISION NO: DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/01/07 1606(a) FORT COLLINS ONLY E2-2�2 _E O U U L U ()ULL N 0. 0 �= 0 co a N o E O �0O cc CV+OCm^O Y N0 O 00 0 m NVarleS +O N0 im O n 0 -O EOrc�O 0 0 x00 .p 0 (`()O7 2 ZI1- A N 2 0 r�� 0 0000 m m o U Ll � N O c N - U IOc in O a�oE�Er_.�a ammo c V f cm,of � ao n. o m — c c o- .`a O g 3 c o c d p o G U Q O G O E o 0 m U) E c -L \\\ 0^lJ \` � d C z y N � = 6 C IO O [p N U1 \ \ O N O id D_ 6 O D ¢> y O D C tO D O O O O L.L \r 00 C) O O\\\\ \\\ iO C �O ro O L O D O C O O J \\ \\ l� O 0 O 0(t 0 OO CD 0 \ 0( m 0 0 0 Varl s O _00 0 a O Z 1 z @ a N n o c a� �75 �CD O C Cncl 4nx EOn06�0 C a; 0 0(2)0 1 �WfyY0 \ 11 11 d O Ow�uew4k 0000 0 0 1 au no Q Varles � Q % ;, is ng�puegino 0 O O�0 i i 0000 m ��a U a o c� a n (VrCD Ca m w C �`p �OO� Cep¢ TRUNCATED DOME WARNING FOR ACCESS RAMPS LARIMER COUNTY CONSTRUCTION REVISION NO: DRAWING URBAN AREA DRAWINGSSTREET STANDARDS DATE: 04/01/07 16 0 7 0 E • 4' Min. Flat Rest Area 4' Mln- y :12 MAX y:7IMAXZ Show street surface Y . . SECTION A -A Minimum area of nose Island 50 ft' Truncated Dome Warning Detectlon (tYp-) A Min_ 4' A a .ae. f~e. WN °IN i�ee -.-* B Bar . Stop aL Min. traffic signals Sidewalk width shall conform to width requirements for the street classiflcatlon NOTES: 1. No storm water shall drain through pedestrian refuge. 2. Pedestrian refuge area shall be In line with cross walks. 3. Crosswalk to llne up with ramp & Refuge Area. MEDIAN ISLANDS & PEDESTRIAN REFUGE AREA LARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/01/07 1608 4'-0' (Mln. Width) Sidewalk Addition Existing Sidewalk d". AV�mln-� C (min.) ADDITION TO EXISTING SIDEWALK NOTES: 1. New walk additions shall be placed to the same line and grade as the existing walk. 2. Match transverse tooled joints to existing tooled joints. EDGE SURFACE TOOL JOINT FOR WALKS NOTES: 1. Joint shall be cut 1 /4 thickness of Initial concrete; tool joint for walks. r- SIDEWALK WIDENING DETAILS LARIMER COUNTY REVISION NO: DRAWING UR3AN AREA CONSTRUCTION ST STANDARDS DRAWINGS DATE: 08/07/00 2501 • 0 • • 0 g5 � IT z pop t - z w HP o V] N 5 S Y Fi LLP QOwo ���� O r ! O oO V O V ^ tz O tilt€�q�o880{8 °Od ° �y ENNN) �€ ry �r�bAH uy� Z o 4 a3tRE 3 Bs o4 Z V o 9 o 09 — i ° Y V Na O € is o m�ggod "1 w < E ° w ° O FR o 1 u w _ o LLOr '� 5rw < a� 5 j _ r r Na _ Cc O E ate: <� I ¢ G �w U F K Z In r F C N x x m �I s g Fz a Wa .-E Dr ca a� 5 xoi e _.9 _390 R9 xA W O m° 3 s o�� -RAM R� ;Rill - . s= e e ♦ r m n$m LI �i {�CC °�yY Syi2liTj?? o y m O a i � s aF m 6 E e= O Sag U� at U J 4 s p O V 0 i cr Ww W o 9E gRo at x 9w r * < h m A-i. �r 4gi �2 I QOtlO 0 z m � z a I cr _ _1 Is W � � IN go gg ym I..� Eo d C o J p � N * * O a„ N � c Nh p a�oo u 0 p c o� l m fj iF b' n N wu..a CW 3S" 0 and+o`iI. w 0 pjI Q * * F w u a F c O E yy C g o c rs N I I I Sq o I ;RR E p N al 0 • 0 0 • QZ - O t=~ Z� 0, J w y 0. b # o� j$j� CAA me� J Z U �$ a O� LL� 18go • \ vr. W~ � W O `• qF Q O: �H 81E l �g�� �2.Q§ 3 § 1 r-1 � f¢ •i 47 �z o� N� 1 Lf3o W Z O OF N� Nc Oon W J Zz Q Kwz O F WF LA 0 0 i� OOQOj �I 0 u • DI oana0by ITED Olul.c TRAFFIC CONTROL COSTS FOR EACH PROJECT AREA BELOW SHALT. RE PROVIDED AS A LUMP $Uhl FOR 1TIE PROJECT AREA.,me TOTAL OF ALL PROJECT AREA$ DELOW SHALL EQUAL THE LUMP SUAI COST FOR LINB ITEM 670.107RAPMC CONTROL ABOVE Pu A. (SEE PROJECT MAP AND G.Bk lmk khn) Urtit Quwtit)' Unit Cml Taut Cw Wrw vM(Nmh l lalfopRaed Oeh_) LomeSom 1 4300 s 431)OW CmmbY LmW S. 1 110D 3 1.1WW upanul Lome Sett 1 um S 2.mw Ghl Pe In Sum 1, 27JO s 2,750.0D smam;dsnC. .a L.mpsum I [so s iiww AcaamaBan WO. LoH, Sim 1 TSW 3 3,300_W O,.L 1 m Sam 1 4400 s 4.40OW CLapmnl Let S. I STLI s 3,725.00 R, ,A Modans Lmap Sum 1 27W 3 2,7W.W L LV L. S® 1 71KKt 3 2,00m W Vmc Lmp Sbm 1 2430 s 2,450 W skid& l.'s. 1 31W 3 3,t011W WH� Let 1 2500 s 2,5W.W wmtms Wey Lmp 1 1765 $ 8,765.W Wb.ca Lump sum 1 7200 s 2,20OW ra0a s® I I1100 s I,IW.W BooLigLmn L®p Som I 36W 3 I,EWW Alenmr,. Letup S. 1 14" $ 14,WOW 1 C.& hlsp 1pfumaim Not met sea LOuWi. Ov hbp NMmm3p-m1aN0atiev 0. Map On Afv Oo hu, Notmm .labolm. tWt av oupacetabulerion P hi, Vo May Arta naircmmap Ylrclh. On Map Oa hi, On Man Do hl3p P, htey CM Map Am vevmm�uP'LMaq' Arta ',vCsl balTuuuin8•+ce nbdatim) Tbc lint Imvma m W tiro. Wn lmalcns of me Pima in ft . amcd ehmv UN!"-Um&hfaP lnfm tiort Cov W prole tho IU imv av updelw neb 14— .b w Goo.Ic ch. (foualeL-dh—lF-b bao..mthe map rtlaotewsaamale piece;cliotiosmB»dot -ul bons P. ssiod., to, im, Om tR afcv wWIh muamwmuie rm. Novo Metal walians mq t, .9,w, &vet lln fill tmD:iMnvi.cmo• comTrsbmadee.9nta$ovuidxid=Sa%y7rX9UZmfePMMLM?qP4,1 Wr2 TRAFFICCONTROLTOTAL Copp Whm 630,20 s 61,240.W i SECTION 03500 PROJECT MAPS In alphabetical order: Automation Way Buckingham Chaparral Corbett Coventry GM Business Park Landings Laporte I(Taft Rd to county limits) Martinez Park Overland (Mulberry to Drake) Redwood Meadows Shields (Drake to Horsetooth) Southridge Greens W Horsetooth (Shields to McClelland) W Vine Whalers Way Whedbee 0 • City of N Fort Collins 2013 - 2014 Program w+e streets Concrete Area Maps s Automation Way N City of Frt Collins 2013 - 2014 Program W�� Sheets Concrete Area Maps s Buckingham City of "A�, Fit Collins 2013 - 2014 Program W+E Sheets Concrete Area Maps FFFVVVS N City of Fort Collins 2013 - 2014 Program W�� scee�s Concrete Area Maps S W Ou 0 Corbett City of " Fit Collins 2013 - 2014 Program Streets Concrete Area Maps s Coventry City of N Frt Collins 2013 - 2014 Program W E Streets Concrete Area Maps s City of N Frt Collins 2013 - 2014 Program �F Streets Concrete Area Maps s N City of F`St�ee�srt Collins 2013 - 2014 Program W E Concrete Area Maps `V s City of jN� Fit Collins 2013 - 2014 Program wQrJ>E Streets Concrete Area Maps 1Vs 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: M Title (Seal - if Bid is by corporation) V\ T— (If Applicable) l LZv S Telephone 570 — Z-03 — O S 00 Email f1RWLeSW 41�\hc2r::HnSaa (GvYViSh- COM • E City of Fort Collins Streets 2013 - 2014 Program Concrete Area Maps 0 0.25 0.5 1 Miles N W+E S N City of F`rt Collins 2013 - 2014 Program S=�eets Concrete Area Maps s N City of /.Fort Collins 2013 - 2014 Program W�� Sheets Concrete Area Maps s City of " Fort Collins 2013 - 2014 Program WyF Concrete Area Maps s N City Of Fort Collins 2013 - 2014 Program W�E Streets Concrete Area Maps S City of N Frt Collins 2013 - 2014 Program �U�. Concrete Area Maps S N City of F`Or_t Collins 2013 - 2014 Program S«eeis Concrete Area Maps `V S N City of F rt Collins 2013 - 2014 Program W ; streets Concrete Area Maps S SECTION 04000 EROSION CONTROL AND INLET PROTECTION INDEX OF ENVIRONMENTAL STANDARD OPERATING PROCEEDURES (ESOP) New Construction Activities for Municipalities 1 of 2 Street, Curb, and Gutter Replacement and Construction 1 of 3 Street, Curb, and Gutter Maintenance 1 of 3 Spill Prevention and Response 1 of 4 Utility and Storm Sewer System Maintenance 1 of 4 Utility and Storm Sewer System Replacement and Construction 1 of 3 Power Washing 1 of 3 Vehicle Fueling 1 to 3 Outdoor Fleet Maintenance 1 of 4 Heavy Equipment and Vehicle Maintenance 1 of 4 • P New Construction Activities for For More Information Name Municipalities Address City, State Description Phone This fact sheet covers new construction activities disturbing less e-mail than one acre not subject to a CDPS Construction permit. New construction includes, but is not limited to buildings, structures, Possible Pollutants capital improvements, roadways, and recreational components Sediment such as trails, restrooms, and other structures. Procedures Chemicals provided are general in nature and can be applied to any scale Organics or type of municipal construction. Trash When services are contracted, this written procedure should be Good Housekeeping provided to the contractor so they have the proper operational Waste Management procedures. In addition, the contract should specify that the contractor is responsible for abiding by all applicable municipal, Employee/Contractor Training state, and federal codes, laws, and regulations. Proper Cleanup and Disposal Procedures Procedures Related Procedures Obtain all applicable federal, state, and local permits for Heavy Equipment and Vehicle construction projects. Maintenance ■ The Colorado Stormwater Construction General Parks and Open Space permit applies to construction sites disturbing one Maintenance acre or more, or less than one acre but part of a larger Spill Prevention and Response common plan of development. Street, Curb, and Gutter Replacement and A larger common plan of development is defined as Construction a contiguous area where multiple separate and Utilities and Storm Sewer distinct construction activities may be taking place at System Replacement and different times on different schedules under one Construction plan. Vehicle Fueling • A dewatering permit may be required if construction activities require the removal and discharge of groundwater offsite. ■ A U.S. Army Corp of Engineers (USACE) Section 404 Permit may be needed if the work will be conducted in or impact waters of the United States, including wetlands, washes, drainages, ditches, creeks, streams, and rivers. Applicable sediment and erosion controls may be installed, such as inlet protection, silt fence, sediment traps, erosion control logs, check dams, and vehicle tracking control. Sediment and erosion controls will be Page 1 of 2 • 0 11 SECTION 00400 SUPPLEMENTS TO BID FORMS 00410 Bid Bond 00420 Statement of Bidder's Qualifications 00430 Schedule of Subcontractors 9 9 installed and maintained in accordance with approved design criteria and/or industry standards. Material stockpiles will not be stored in stormwater flow lines. Temporary sediment control will be used during temporary, short-term placement while work is actively occurring. Where feasible, grading activities should be scheduled during dry weather. Best management practices will be periodically inspected and maintained as necessary. Waste containment for concrete washout, masonry, paint, trash and other potential pollutants will be available when these activities are being conducted. Where practicable, non-structural controls will be used, such as phased construction, dust control, good housekeeping practices, and spill prevention and response. Employee Training Train applicable employees who perform new construction activities on this written procedure. Information regarding how to avoid and report spills will be presented during the training. • Periodically conduct refresher training on the SOP for applicable employees who perform new construction activities. Records The following records could be used to document activities performed: • Records of employee training with sign -in sheet. References City of Centennial SOP: New Construction SOP, August 2007. Mesa County, Municipal Operations and Maintenance Program, July 2005. • Page 2 of 2 For More Information, , Name i Address City, State Phone e-mail Possible Pollutants Fine-grained sediment Organics Oil Saw -cut slurry Trash Good Housekeeping Dumpster/Waste Management Employee/Contractor Training Proper cleanup and disposal procedures Dry cleaning methods Related Procedures Spill Prevention and Response Street, Curb, and Gutter Replacement and Construction Description Procedures involving the replacement and construction of streets, curbs, and gutters have the potential to impact stormwater quality. Materials involved in these activities should be used efficiently and disposed of properly. When services are contracted, this written procedure should be provided to the contractor so they have the proper operational procedures. hi addition, the contract should specify that the contractor is responsible for abiding by all applicable municipal, state, and federal codes, laws, and regulations. Procedures General Obtain all applicable federal, state, and local permits for construction projects. Street Sweeping The Colorado Stormwater Construction Street Sweeper Cleaning and General permit applies to construction sites Waste disturbing one acre or more, or less than one Street, Curb and Gutter acre but part of a larger common plan of Maintenance development. • A larger common plan of development is defiled as a contiguous area where multiple separate and distinct construction activities may be taking place at different times on different schedules under one plan. • A dewatering permit may be required if construction activities require the removal and discharge of groundwater offsite. • A U.S. Army Corp of Engineers (USACE) Section 404 Permit may be needed if the work will be conducted in or impact waters of the United States, including wetlands, washes, drainages, ditches, creeks, streams, and rivers. L Page 1 of 3 • 9 • Applicable sediment and erosion controls maybe installed, such as inlet protection, silt fence, sediment traps, erosion control logs, check dams, and vehicle tracking . control. Sediment and erosion controls will be installed and maintained in accordance with approved design criteria and/or industry standards. • When saw cutting, ensure that no slurry enters the storm drain. Let the slurry dry; sweep it up, and properly dispose of the sweepings or vacuum while saw cutting. • Do not perform concrete or asphalt paving work during wet conditions whenever possible. • Monitor construction equipment for leaks and use drip pans as necessary. • Leaking material containers should be properly discarded and replaced. • Store materials in containers under cover when not in use and away from any storm drain inlet. • Wash out mixers, delivery trucks, or other equipment in the designated concrete Washout area only. • Locate concrete washout, portable toilets, and material storage away from storm drain inlets. Material stockpiles will not be stored in stormwater flow lines. Temporary sediment control will be used during temporary, short-term placement while work is actively occurring. • Sweep or vacuum the roadway as needed, during construction and once construction is complete. • Best management practices will be periodically inspected and maintained as necessary. Where practicable, non-structural controls will be used, such as phased construction, dust control, good housekeeping practices, and spill prevention and response procedures. Where practicable, non-structural controls will be used, such as phased construction, dust control, good housekeeping practices, and spill prevention and response. Bridge Construction • Do not transfer or load any materials directly over waterways. Suspend drop cloths or nets below any bridgework where wastes, scraps, or drips might be spilled into a waterway. Concrete Work • Minimize the drift of chemical cure on windy days by using the curing compound sparingly and applying it close to the concrete surface. • Ensure there is a concrete truck washout area available or require the contractor to • wash out at the batch plant. Page 2 of 3 • Whenever possible, recycle concrete rubble; otherwise, dispose of it as solid waste. Asphalt Work Control the placement of road base or asphalt used in embankments or shoulder backing; do not allow these materials to fall into any storm drain or watercourses. Whenever possible, recycle asphalt. If recycling is not possible, dispose of as solid waste. Painting and Striping If possible, schedule painting and striping projects during dry weather. Use thermoplastic or epoxy markings in place of paint whenever feasible. Use care to prevent splashing or spilling of any liquid material. Follow the Spill Prevention and Response procedure should a spill occur. Employee Training Train applicable employees who perform street, curb, and gutter construction on this written procedure. Information regarding how to avoid and report spills will be presented during the training. Periodically conduct refresher training on the SOP for applicable employees who perform street, curb, and gutter construction. Records The following records could be used to document activities performed:. • Records of employee training with sign -in sheet. References City of Centennial, Department of Public Works: Asphalt and Concrete Program, No Date. City of Centennial, Department of Public Works: Asphalt Program, No Date. PACE, Stormwater Best Management Practices: Street Maintenance, No Date. Optional Additional Resources Concrete truck washout BMP specifications. Gravel road maintenance procedures. • 11 10 �1 Street Curb and Gutter i For More Information y Name Maintenance Address ! Description City, State I Phone Street, curb, and gutter activities include concrete and e-mail asphalt installation, maintenance, repair, and replacement; bridge maintenance; and painting and Possible Pollutants striping. Procedures involving the maintenance of Fine-grained sediment streets, curbs, and gutters have the potential to impact Organics stormwater quality. Materials involved in these Oil activities should be used efficiently and disposed of Saw -cut slurry" " properly. Trash When services are contracted, this written procedure Good Housekeeping should be provided to the contractor so they have the Dumpster/Waste Management proper operational procedures. In addition, the Employee/Contractor Training contract should specify that the contractor is Proper cleanup and disposal responsible for abiding by all applicable municipal, procedures state, and federal codes, laws, and regulations. Dry cleaning methods Procedures Related Procedures General Spill Prevention and Response • Protect storm drain inlets and drains with curb Street Sweeping socks, rock berms, inlet protection, or drain Street Sweeper Cleaning and covers/mats prior to any maintenance activity. Waste • When saw cutting ensure that no slurry enters the storm drain, let the slurry dry, sweep it up, and properly dispose of the sweepings. • Do not perform concrete or asphalt patch work during wet conditions whenever possible. • Leaking material containers should be properly discarded and replaced. • Store materials in containers under cover when not in use and away from any storm drain inlet. • Monitor equipment for leaks and use drip pans as necessary. • Sweep or vacuum the roadway once maintenance activities are complete. Bridge Maintenance Do not transfer or load any materials directly over waterways. Secure lids and caps on all containers when on bridges. Suspend drop cloths or nets below any bridgework where wastes, scraps, or drips might be spilled into a waterway. Concrete Maintenance Minimize the drift of chemical cure on windy days by using the curing compound sparingly and applying it close to the concrete surface. Ensure there is a concrete truck washout area available or require the contractor to wash out at the batch plant. Whenever possible, recycle concrete rubble; otherwise, dispose of it as solid waste. Asphalt Maintenance Sweep to minimize sand and gravel from new asphalt from getting into storm drains, streets, and creeks. • Do not allow asphaltic concrete grindings, pieces, or chunks used in embankments or shoulder backing to enter any storm drain or watercourses. Apply temporary perimeter controls. Install silt fence until the structure is stabilized or permanent controls are in place. • Whenever possible, recycle broken asphalt. If impossible, dispose of as solid waste. Drainage inlet structures shall be covered with inlet protection during application of seal coat, tack coat, slurry seal, and/or fog seal. Painting and Striping If possible, schedule painting and striping projects during dry weather. Use thermoplastic or epoxy markings in place of paint whenever feasible. The pre -heater for thermoplastic striping and the melting tanks used during pavement marking must be filled carefully to prevent splashing or spilling of materials. Leave 6 inches at the top of pre -heater and the melting tanks to allow room for material to move and splash when vehicles are deadheaded. Employee Training Train applicable employees who perform street, curb, and gutter maintenance on this written procedure. Information regarding how to avoid and report spills will be presented during the training. Periodically conduct refresher training on the SOP for applicable employees who perform street, curb, and gutter maintenance. Records The following records could be used to document activities performed: Page 2 of 3 • Records of employee training with sign -in sheet. References City of Centennial, Department of Public Works: Asphalt and Concrete Program, No Date. City of Centennial, Department of Public Works: Asphalt Program, No Date. PACE, Stormwater Best Management Practices: Street Maintenance, No Date. Optional Additional Resources Concrete truck washout BMP specifications. Gravel road maintenance procedures. • 0 Spill Prevention and For More Information Name Response Address City, state Description Phone Due to the type of work and the materials involved, many e-mail activities that occur either at a municipal facility or as part of municipal operations have the potential for accidental Possible Pollutants spills. Some municipal facilities operate under Spill Chemicals Prevention Control and Countermeasures (SPCC) plans Toxics that include procedures for spill response. Proper spill Oil response planning and preparation enables employees and Paint contractors to effectively respond to problems and Fuel minimize the discharge of pollutants to the storm sewer Good Housekeeping system. Waste Management When services are contracted, this written procedure should be provided to the contractor so they have the Employee/Contractor Training proper operational procedures. In addition, the contract Proper cleanup and disposal should specify that the contractor is responsible for procedures abiding by all applicable municipal, state, and federal Related Procedures codes, laws, and regulations. Fertilizer, Pesticide, and Herbicide Application Procedures Heavy Equipment and Vehicle Spill Prevention Maintenance • Keep work areas neat and well organized. Material Storage • Maintain a Material Safety Data Sheet (MSDS) for Materials Management each hazardous chemical. Follow the Outdoor Outdoor Vehicle Maintenance Material Storage procedures. Vehicle Fueling Provide tight fitting lids for all containers. • Keep containers clearly labeled. Labels should provide name and type of substance, stock number, expiration date, health hazards, handling suggestions, and first aid information. Store containers, drums, and bags away from direct traffic routes to prevent accidental spills. Inspect storage containers regularly for signs of leaking or deterioration. Replace or repair leaking storage containers. Use care to avoid spills when transferring materials from one container to another. Page 1 of 4 • • Use powered equipment or get assistance when moving materials to and from a storage area. Use care to prevent puncturing containers with the equipment. Do not wash down or hose down any outdoor work areas or trash/waste container storage areas except where wash water is captured and discharged into the sanitary sewer (if approved). Conduct periodic inspections to ensure that materials and equipment are being handled, disposed/recycled, and stored correctly. Provide adequate spill kits or lockers with sufficient equipment and supplies necessary for each work area where the potential for spills or leaks exists. Inspect each spill kit or locker regularly and after each spill response. Replace any spent supplies or repair any equipment that is worn or not suitable for service. Stock adequate personal protective equipment. Spill Response Safety Consider safety at all times. Anticipate and avoid all likely hazards. Never approach, contact, or sample an unknown substance. If a highly toxic or flammable substance is discovered, staff should leave the immediate area and contact the appropriate identified response authority, such . as the fire department. If there is any question about a substance, contact the appropriate identified response authority or other designated representative. Procedures • Stop the leading edge of the spill. Block or divert the spill to avoid discharge to the storm sewer system and to minimize the area requiring cleanup. • Determine the source of the spill and stop the spill at its source by closing a valve, plugging a leak, or setting a container upright. Transfer material from a damaged container. Identify the material and volume spilled. Contact the appropriate identified response authority or other designated representative if you cannot identify the material and its properties. Refer to the MSDS to determine appropriate personal protective equipment, such as gloves and safety glasses and appropriate cleanup methods. Clean up spills immediately to prevent spreading of wastes by wind, rain, and vehicle traffic and potential safety hazards. Use sand absorbents or socks, pillows, or pads to quickly capture spilled liquid and properly dispose of all clean-up materials. Use dry clean-up methods only. Complete all necessary reports. 0 Paoe 2 of 4 Spill Reporting • A spill of any chemical, oil, petroleum product, or sewage that enters waters of the state of Colorado (that include surface water, ground water, and dry gullies and storm sewers leading to surface water) must be reported immediately to the Colorado Department of Public Iealth and Environment. • Release of a substance into a storm drain, or onto a parking lot or roadway as part of a storm sewer leading to surface water, is reportable. However, if the material can be contained and cleaned within the storm sewer system to the degree that a subsequent flow in the storm sewer will not flush the substance to waters of the State, it may not need to be reported. • Contact the appropriate identified response authority within the municipality or other designated representative and be prepared to provide details needed to report the spill to the necessary agencies. • Detailed spill reporting guidance can be found at http: / / www,.cdl2he.state.co.us / op/ wgcc/ Resources / Guidance/ spiliguidance.12df and htq2://v,-ww.cdphe.state.co.us/hm/spillsandreleases.htm Employee Training Train applicable employees who perform spill prevention and response on this • written procedure. Information regarding how to avoid and report spills will be presented during the training. Periodically conduct refresher training on the SOP for applicable employees who. perform spill prevention and response activities. Records The following records could be used to document activities performed: • Records of any major spills and the action taken. • Records of employee training with sign -in sheet. References Cihj of Centennial, Deparhnent of Public Works: Good Housekeeping, No Date. Cihj of Centennial, Department of Public Works: Materials Management, No Date. Cihj of Centennial, Department of Public Works: Spill Prevention and Control, No Date. City of Golden, Stormwater Quality Pollution Prevention Guide for Municipal Operations: Parks Departnent Golf Course, January 2004. City of Lafayette, Spill Clean Up, No Date. Colorado Department of Public Health and Environment, Environmental Spill Reporting, January 2009. Page 3 of 4 SECTION 00410 BID BOND KNOW ALL MEN BY THESE PRESENTS; that we, the undersigned Northstar.Concrete. Inc. North American Specialty Insurance Company. as Principal; and as Surety, are hereby held and firmly bound unto the City of Fort Collins; Five Percent (5%) of Total Amount Bid Colorado, as OWNER, in the sum of $ for the payment of which, Well and truly to be made, we hereby jointly and severally bind ourselves,. successors, and assigns. THE. CONDITION of this obligation Is such that whereas the Principal has submitted to the City of Fort Collins, Colorado the accompanying Bid and hereby made a part hereof to enter into a Construction Agreement for the construction of Fort Collins Project, Concrete Maintenance Project Phase 11; BID NO. 7509: NOW THEREFORE; (a) If said Bid shall be rejected, or I ) If said Bid shall be accepted and the Principal shall execute and deliver a Contract in the: form.of Contract attached hereto.(pmperiycompleted In accordance with said Bid) and shall fumish 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 rio event, exceed the panel 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.. 11 Mesa County, Municipal Operation and Maintenance Program, July 4, 2005. USEPA Menu of BMP: Spill Response and Prevention, cfpub.epa.gov/npdes/stormwater/menuofbmps/, accessed July 5, 2009. Page 4 of 4 For More Information Utility and Storm Sewer Name Address System Maintenance City, State Phone Description This procedure addresses utility and storm sewer system e-mail maintenance. Utilities include power, sanitary sewer, Possible Pollutants water conveyance systems, and the storm sewer system. Sediment Power includes electrical and gas utilities. Maintenance Nutrients of power may require excavation and reinstallation of Metals lines including open cut trenching or directional boring Hydrocarbons in landscaped areas or street right of way. Electrical and Trash gas line maintenance ensures services are provided to Good Housekeeping businesses and households without interruption. Waste Management The sanitary sewer system is cleaned as part of routine Employee/Contractor Training maintenance and on an emergency basis. Without proper maintenance, sanitary sewer back-ups and Proper Cleanup and Disposal overflows may occur and can result in potential property Procedures damage and significant health concerns if not properly Related Procedures managed. Heavy Equipment and Vehicle Water conveyance systems are flushed and pressure • Maintenance tested as part of routine maintenance. Potable water Parks and Open Space Maintenance systems must be properly maintained to ensure delivery of water that meets State and Federal health standards. Spill Prevention and Response Failures result in water main breaks that can cause Street, Curb, and Gutter property damage including erosion. Replacement and Construction The storm sewer system is cleaned as part of routine Utilities and Storm Sewer maintenance and on an emergency basis in the event of System Replacement and flooding. Maintenance will remove pollutants and Construction ensure the system functions properly to avoid flooding. Vehicle Fueling Flooding, ponding, and uncontrolled sheet flow can result in property damage and increased soil erosion. When services are contracted, this written procedure should be provided to the contractor so they have the proper operational procedures. In addition, the contract should specify that the contractor is responsible for abiding by all applicable municipal, state, and federal codes, laws, and regulations. Page 1 of 4 0 Procedures General • Conduct routine inspection and maintenance on utility and storm sewer systems. • Where feasible, schedule maintenance activities during dry weather. • Monitor the jet/vacuum truck closely for leaks and use a drip pan as needed. • Wash and fuel the jet/vacuum truck per the Heavy Equipment/ Vehicle Maintenance procedure. • Properly dispose of vac truck contents. • Stay alert for any signs of illicit discharges. This includes "dry weather" flows or pipes or hoses emptying directly into waterways or the storm sewer system. Report any suspicious discharges or dumping to your supervisor. Electrical and Gas Utility Maintenance To prevent sediment, mud and particles generated by power utility maintenance from entering the stormwater system implement inlet protection, perimeter control, street sweeping, vehicle tracking control, stockpile management and material management BMPs. Restore landscaped or hardscaped areas promptly. Potable Water Line Flushing Remove any debris from the gutter that could wash away with the water. If possible, sweep the flow line before flushing the line. Direct the water so that it is not flowing over exposed soil areas in order to minimize erosion. Water Line Breaks Contain spoils by building berms or installing rock socks around the area of disturbance. • Dewater the excavation by using a vac truck. • Discharge high chlorine water to the sanitary sewer via the nearest manhole, to a water truck, through a dechlorinating diffuser, or other method of dechlorination. • Remove sediment from the street, curb, gutter and storm inlets as needed immediately following the repair. • Where needed, install a temporary patch or repave as soon as practicable following the repair. • If necessary, revegetate areas as soon as practicable following the repair. Sanitary Sewer Backup Clear line stoppage to prevent backup into house basements and manhole overflows. Page 2 of 4 Contain overflows by using emergency generator, pump and/or a vac truck to intercept flows. It may be necessary to construct additional containment. Clean up spills by washing and vacuuming the affected areas. Lime may need to be applied for disinfection of affected areas. Lime must be removed once disinfection is complete. Storm Sewer System Pipes, Catch Basins, Inlet and Outlet Structures, and Culverts Clean storm sewer system by manual cleaning or jetting the pipes using a jet/vacuum truck to remove the material. Do not temporarily store collected storm system cleaning debris adjacent to any surface water, storm drain inlet, or drainageway. Storm sewer system maintenance wastes may be either non -hazardous or hazardous. Solid non -hazardous waste may be disposed in a sanitary landfill or recycled. Liquid non -hazardous waste must be evaporated before disposing of it into the landfill or discharged to the sanitary sewer system with the approval of the local wastewater treatment plant. Hazardous waste, as defined under Colorado Hazardous Waste Regulations (6 CCR 1007-3), must be transported and disposed of at a permitted disposal or treatment facility. Replace or maintain "no dumping' stencils or plaques as necessary. Remove trash from trash racks and grated openings. Detention and Retention Ponds • Inspect the outlet works and remove trash or vegetation from the trash racks and grates. • Inspect side slopes of the pond for erosion and reestablish vegetation as needed. • Remove and service fountains and aerator motors as recommended. • Report any suspected water quality problems such as a change in growth or appearance of vegetation. • Report excessive sediment accumulation, standing water beyond the designed drain. down time or damage requiring additional maintenance. Drainageways Drainageways include drainage channels, ditches, grass swales, and washes. Inspect drainageways for erosion and repair if necessary. Remove and properly dispose of trash and debris from the drainageways. Remove sediment which could impede flow in drainageways. Leave an urunown buffer when mowing adjacent to drainageways to filter pollutants. Do not leave grass clippings in or next to the drainageway. Do not apply landscape chemicals in the buffer area. Page 3 of 4 0 Employee Training Train applicable employees who perform utility and storm sewer system activities on this written procedure. Information regarding how to avoid and report spills will be presented during the training. • Periodically conduct refresher training on the SOP for applicable employees who perform utility and storm sewer system activities. Records The following records could be used to document activities performed: • Records of employee training with sign -in sheet. References Center for Watershed Protection, Municipal Pollution Prevention/Good Housekeeping Practices: Version 1.0, September 2008. City of Centennial SOP: Detention Pond Maintenance SOP, August 2007. City of Centennial SOP: Inlet, Pipe, and Vault Cleaning and Disposal SOP, August 2007. City of Centennial SOP: Drainageway Maintenance SOP, August 2007. City of Golden Stormzoater Drainage Maintenance Plan, February 2008. City of Greeley, Department of Public Works: Storm Water Drainage Program, January 2008. City of Greeley, Department of Public Works: Ditch Program, No Date. City of Lafayette Standard Operating Procedure: Ditch Cleaning, March 2009. City of Lafayette Standard Operating Procedure: Cleaning Storm Drain System, March 2009. City of Lafayette Standard Operating Procedure: Manhole Cleaning, March 2009. City of Lafayette Standard Operating Procedure: Potable Line Flushing, March 2009. City of Lafayette Standard Operating Procedure: Sanitary sewer Backup, March 2009. City of Lafayette Standard Operating Procedure: Waterline Breaks, March 2009. Mesa County, Municipal Operations and Maintenance Program, July 2005. Partners for a Clean Environment, Storm Drain Maintenance, No date. Optional Additional Resources Municipal codes and ordinances that relate to utility or storm sewer system maintenance. Inspection and maintenance frequency plan for the storm sewer system. Specific instructions on how to operate applicable equipment. Instructions on how to track the amount of debris collected. Treated Water Discharge Plans for potable water maintenance. • Page 4 of 4 utility and Storm Sewer For More Information Name System Replacement and Address Construction City, State Phone email Description This procedure covers utility and storm sewer system Possible Pollutants replacement and construction. Utilities include power, Sediment storm sewer, sanitary sewer, water conveyance systems. Chemicals When services are contracted, this written procedure Organics should be provided to the contractor so they have the Trash proper operational procedures. In addition, the contract Good Housekeeping should specify that the contractor is responsible for abiding by all applicable municipal, state, and federal Waste Management codes, laws, and regulations. Employee/Contractor Training Proper Cleanup and Disposal Procedures Procedures . General Related Procedures • Obtain all applicable federal, state, and local Heavy Equipment and Vehicle permits for construction projects. Maintenance Parks and Open Space ■ The Colorado Stormwater Construction Maintenance General permit applies to construction sites Spill Prevention and Response disturbing one acre or more, or less than one acre but part of a larger common plan of Street, Curb, and Gutter development. Replacement and Construction A larger common plan of development is Utilities and Storm Sewer defined as a contiguous area where multiple System Replacement and separate and distinct construction activities Construction may be taking place at different times on Vehicle Fueling different schedules under one plan. • A dewatering permit may be required if construction activities require the removal and discharge of groundwater offsite. ■ A U.S. Army Corp of Engineers (USACE) Section 404 Permit may be needed if the work will be conducted in or impact waters of the United States, including wetlands, washes, drainages, ditches, creeks, streams, and rivers. i Page 1 of 3 9 • Applicable sediment and erosion controls maybe installed, such as inlet protection, silt fence, sediment traps, sediment control logs, check dams and vehicle tracking control. Sediment and erosion controls will be installed and maintained in accordance with approved design criteria and / or industry standards. • When saw cutting, ensure that no slurry enters the storm drain. Let the slurry dry, sweep it up, and properly dispose of the sweepings or vacuum while saw cutting. • Where feasible, grading activities will be scheduled during dry weather. • Do not perform concrete or asphalt paving work during wet conditions whenever possible. • Monitor construction equipment for leaks and use drip pans as necessary. • Leaking material containers should be properly discarded and replaced. • Store materials in containers under cover when not in use and away from any storm drain inlet. • Wash out mixers, delivery trucks, or other equipment in the designated concrete washout area only. Locate concrete washout, portable toilets, and material storage away from storm drain inlets. Material stockpiles will not be stored in stormwater flow lines. Temporary sediment control will be used during temporary, short-term placement while work is actively occurring. Sweep or vacuum the roadway as needed, during construction and once construction is complete. Best management practices will be periodically inspected and maintained as necessary. Where practicable, non-structural controls will be used, such as phased construction, dust control, good housekeeping practices, and spill prevention and response procedures. Emergency Repair and Replacement Emergency Discharges are defined as situations in which it is not possible to implement all of the available BMPs due to the uncontrolled nature of the discharge. The primary focus during these events is to identify and mitigate the cause as soon as possible. Clean up of resulting sediment or other pollutants will be performed as soon as practicable following the emergency. Refer to the Spill Prevention and Response procedure for reporting requirements. Page 2 of 3 Employee Training • Train applicable employees who perform utility replacement and construction activities on this written procedure. Information regarding how to avoid and report spills will be presented during the training. • Periodically conduct refresher training on the SOP for applicable employees who perform utility replacement and construction activities. Records The following records could be used to document activities performed: • Records of employee training with sign -in sheet. References Center for Watershed Protection, Municipal Pollution Prevention/Good Housekeeping Practices: Version 1.0, September 2008. City of Centennial SOP: Detention Pond Maintenance SOP, August 2007. City of Centennial SOP: Inlet, Pipe, and Vault Cleaning and Disposal SOP, August 2007. City of Centennial SOP: Drainageway Maintenance SOP, August 2007. City of Golden Stormwater Drainage Maintenance Plan, February 2008. City of Greeley, Department of Public Works: Storm Water Drainage Program, January 2008. City of Greeley, Department of Public Works: Ditch Program, No Date. City of Lafayette Standard Operating Procedure: Ditch Cleaning, March 2009. City of Lafayette Standard Operating Procedure: Cleaning Storm Drain System, March 2009. City of Lafayette Standard Operating Procedure: Manhole Cleaning, March 2009. City of Lafayette Standard Operating Procedure: Potable Line Flushing, March 2009. . City of Lafayette Standard Operating Procedure: Sanitary sewer Backup, March 2009. City of Lafayette Standard Operating Procedure: Waterline Breaks, March 2009. Mesa County, Municipal Operations and Maintenance Program, July 2005. Partners for a Clean Environment, Storm Drain Maintenance, No date. Page 3 of 3 9 City of Fort Collins Regulatory and Government Affairs Division City of Fort Collins Verification .Originator Revised Approved Issued Initials LR Date Oct.09 SS 10/19/09 Environmental Standard Operating Procedure (ESOP) ESOP —Power Washing (Pressure Washing) wastewater Persons who will City staff who perform power washing, and their supervisor/manager. use this ESOP: A variety of City departments perform power washing. The.employee Area of who power washes, and his/her supervisor/manager, will use the application: information in this SOP to guide their power washing, and supply purchasing, activities. Document I:\RGA Division\SOPs\ESOPs location: Revisions Rev. Date Description No. 001 002 Procedure Index T 1.0 Purpose 2.0 Scope 3.0 Process 4.0 Training Requirements 5.0 References/Related Documents 6.0 Records a 1. . Revision date: 10/19/2009 Page 1 of 3 City of Fort Collins Regulatory and Government Affairs Division City of Fort Collins Verification Originator Revised Approved Issued Initials Date LR Oct.09 ss 10/19/09 Environmental Standard Operating Procedure (ESOP) ESOP —Power Washing (Pressure Washing) wastewater 1.0 Purpose 1.1 The purpose of this ESOP is to describe the appropriate methods of handling power washing wastewater. 2.0 Scope 2.1 The scope of this ESOP is limited to the description of the allowable methods of the disposal of power washing wastewater and the protection of the storm drainage system; the scope does not include specifics on how to power wash. 3.0 Process 0 3.1 Power washing wastewater must be prevented from running uncontrolled in the City's storm water system. The system includes streets, inlets, gutters, ponds, creeks, ditches, and the Poudre River. During the power washing activity, ensure the wastewater is controlled by the utilization of the natural slope of the land, or S barriers such as inlet covers. Use of barriers on an impermeable surface also requires that the wastewater be vacuumed, collected, and disposed of properly. 3.2 General pollution prevention procedures: A. Use dry methods for surface pre -cleaning, such as using absorbent on small oil spots and sweeping up trash, debris, dirt, and used absorbent before power washing. B. Minimize the amount of water used during power washing activities. C. Avoid using cleaning products that contain hazardous substances (e.g., hydrofluoric acid, muriatic acid, sodium hydroxide, bleach) that can turn wastewater into hazardous waste. 3.3 Prior to power washing, decide on one of the following methods of disposal: D. Landscape --power washing wastewater may be discharged to landscaped areas if the materials used and the material removed are not harmful to vegetation, there is no ponding, and there is no uncontrolled runoff to,the stormwater system. E. Wastewater treatment system-- As long as the collected wastewater does not have an oil sheen, has a pH between 5 and 11, and does not contain any hazardous or toxic substances, the wastewater may be disposed of into the City's wastewater treatment system. x If you add anything to the wash water (ie—a cleaning agent) or if you have questions about the content of your power washing wastewater, Revision date: Page 2 of 3 • 10/19/2009 0 9 9 'IN WITNESS WHEkEOF, the Principal and. the he Surety have, hereunto set -their :hands and seals, 21 st' this day of May . 2013, and such of there as are corporations have caused. their corporate seals to be. hereto aftedi and these presents to be signed by their proper officers, -the dayand year first set forth above: PRINCIPAL Name: . Nor thstar Concrete, Inc. Address: I M South Garfield -,Loveland, C0,80637 (SEAL) SURETY North American Specialty: Insurance Company. 650 Eirn Street Manchest6f; NH 03101,-2524, By: Title: Darlene.Krings, Attorney -In -Fact: Ll City of Fort Collins Regulatory and Government Affairs Division City of Fort Collins Verification Originator Revised Approved issued ' Initials °;. LR ss Date Oct. 09 10/19/09 Environmental Standard Operating Procedure (ESOP) ESOP —Power Washing (Pressure Washing) wastewater please contact the industrial pretreatment office at 221-6938. Disposal into the City's wastewater treatment system may be done either by discharging directly to an inside drain, or by pump truck at the Drake wastewater treatment facility. Disposing by pump truck requires a waste hauler's permit, and a 5 cent/gallon fee will be charged. For fee information, or to obtain a permit, contact the industrial pretreatment office at 221-6938. F. Truck the waste to a different waste disposal facility. 3.4 Once wastewater has been collected, visible solids remaining in the collection area must be swept up to prevent future discharges to the storm drain. 3.5 A sewer manhole cover may not be removed for disposal to the wastewater system. 3.6 If you are working in an area that is serviced by a neighboring wastewater district, such as South Fort Collins Sanitation or Boxelder, it is necessary to contact that district's industrial pretreatment coordinator before discharging to their system. 40 Training Requirements 4.1 The training requirement associated with this procedure is knowledge of the proper management of power washing wastewater. 5.0 References /Related Documents 5.1 http://www.cdphe.state.co.us/wq/PermitsUnit/PolicyandGuidance/powerwash.pdf 5.2 I:\RGA division\Illicit Discharae Proaram\Complaint Calls\pressure washina\Cit power washingguidance.pdf } 6.0 Records . 6.1 The following records could be used to document activities performed: • Records of employee training with sign -in sheet. • List of power washing activities and departments responsible for conducting power washing. Revision date: 10/19/2009 Page 3 of 3 For More Information Name Address i City, State Phone e-mail Possible Pollutants Metals Hydrocarbons Toxins Good Housekeeping Drip pans Secondary containment Automatic shutoff nozzles Signs Spill response plans Spill cleanup materials Dry cleanup methods Employee training Related Procedures - Vehicle Fueling Heavy Equipment/Vehicle Maintenance Outdoor Fleet Maintenance Spill Prevention and Response Description Spills of gasoline and diesel fuel on the ground or on vehicles during fueling can wash into a storm drain and cause water pollution. When services are contracted, this written procedure should be provided to the contractor so they have the proper operational procedures. In addition, the contract should specify that the contractor is responsible for abiding by all applicable municipal, state and federal codes, laws, and regulations. Procedures General Fuel vehicles at approved locations (municipal fueling station or offsite fueling station). Provide spill kits near the municipal fueling location. If fuel is stored in an above -ground tank, store fuel in enclosed, covered tanks with secondary containment (e.g., concrete barrier or double -walled tanks). All fuel tanks will be inspected per State and Federal regulations. Periodically inspect municipal fueling locations for the following: • For above -ground tanks, inspect tank foundations, connections, coatings, tank walls, and piping systems. Look for corrosion, leaks, cracks, scratches, and other physical damage that may weaken the tank. ■ Check for spills and fuel tank overfills due to operator error. Clean up any leaks or drips. Clean up is not completed until the absorbent is swept up and disposed of properly. Report leaking vehicles to fleet maintenance. Page 1 of 3 • 0 Vehicle Fueling • Follow all posted warnings. • Ensure that the nozzle is properly inserted in the filler neck of the vehicle before dispensing any fuel. • Remain by the fill nozzle while fueling to ensure the nozzle stays in place. • Do not top off the tank of the vehicle once the nozzle has shut off the fuel. • Follow the procedures outlined in the Spill Prevention and Response Procedure to respond to any leaks or spills. • Clean fuel dispensing areas with absorbent material. • Never use water to clean up a spill. Mobile Fuel Truck • Provide inlet protection (e.g., berms, weighted inlet covers) for nearby storm drain inlets when transferring fuel and fueling a vehicle. • Use secondary containment when transferring fuel from the tank truck to the fuel tank. All gas cans must be placed in the secondary containment box/pan and remain on the ground when fueling. • . Use a funnel to transfer fuel to vehicles and equipment. After the transfer is complete, the funnel should be dried with a rag or placed in a container to avoid dripping fuel on the ground. Employee Training Train applicable employees who fuel vehicles on this written procedure. Information regarding how to avoid and report spills will be presented during the training. Periodically conduct refresher training on the SOP for applicable employees who fuel vehicles. Records The following records could be used to document activities performed: • Records of employee training with sign -in sheet. References Center for Watershed Protection, Municipal Pollution Prevention/Good Housekeeping Practices: Version 1.0, September 2008. City of Centennial SOP: Vehicle Fueling, August 2007. City of Lafayette Standard Operating Procedure: Vehicle and Equipment Fueling, March 2009. Mesa County, Municipal Operation and Maintenance Program, July 4, 2005. USEPA Menu of BMPs: Municipal Vehicle Fueling, cfpub.epa.gov/npdes/stormwater/rnenuofbmps/, accessed June 18, 2009. • Page 2 of 3 Optional Additional Resources Municipal codes and ordinances that relate to vehicle fueling. Locations of approved offsite fueling stations. Locations of nearby spill kits. Spill Prevention Control and Countermeasures Plan. Page 3 of 3 • • • Outdoor Fleet Maintenance � for More Information Name Description Address Although it is recommended that fleet maintenance j City, State activities be conducted indoors or under cover, it is Phone sometimes necessary to perform fleet maintenance e-mail outdoors (e.g., equipment is too large to fit inside the Possible Pollutants maintenance building, temporary repairs need to be made before the equipment can be moved to the maintenance Metals building, breakdowns, service calls). Toxins Solvents (degreasers, paint Some potential pollutants typically associated with outdoor thinners, etc.) fleet maintenance activities include oil, antifreeze, brake Antifreeze fluid and cleaner, solvents, batteries, and fuels. Consult the Spill Prevention and Response procedure and the Vehicle Brake fluid and brake pad. dust . Fueling procedure for additional information on those Battery acid topics. Motor oil Fuel (gasoline, diesel, kerosene) When services are contracted, this written procedure should be provided to the contractor so they have the Lubricating grease proper operational procedures. In addition, the contract Good Housekeeping should specify that the contractor is responsible for abiding Drip pans by all applicable municipal, state, and federal codes, laws, Tarps and regulations. Covered outdoor storage areas Procedures Secondary containment Fleet Maintenance Proper disposal of used fluids Fleet maintenance should be performed inside Spill cleanup materials whenever possible. Dry cleanup methods If indoor maintenance is not possible, ensure Employee training maintenance is performed in a location where Related Procedures contact with stormwater is minimized, through Heavy Equipment and Vehicle berming and appropriate routing of drainage. Maintenance Provide inlet protection (berms, weighted inlet Material Storage covers, etc.) for all adjacent inlets when work is Spill Prevention and Response occurring in close proximity to a storm drain Vehicle Fueling inlet. • Have absorbent pads and drip pans accessible to capture leaks and spills during maintenance activities. • Keep equipment clean and do not allow excessive build-up of oil and grease. Page 1 of 4 Perform regular preventative maintenance to minimize the occurrence of leaks and major repairs. Recycle and/or dispose of all wastes properly and promptly. Do not dump any liquids or other materials outside, especially near or in storm drains or ditches. Sweep and pick up trash and debris as needed. Clean up spills promptly using dry methods (do not hose down). Consult the mill Prevention and Response procedure for more information. Cleanup is completed only after absorbent and rags are disposed of properly. Body Repair and Painting Whenever possible, conduct all body repair and painting work indoors. Use dry cleanup methods such as vacuuming or sweeping to clean up all metal filings, dust, and paint chips from grinding, shaving, and sanding. Dispose of the waste properly. Debris from wet sanding can be allowed to dry overnight, then swept and vacuumed. Liquid from wet sanding should not be allowed to enter the storm drain. Never discharge these wastes to the storm or sanitary sewer systems. Minimize waste from paints and thinners by carefully calculating paint needs based on surface area and using the proper sprayer cup size. Clean spray guns in a self-contained cleaner. Do not dispose of cleaner waste in the storm drain. Use sanding tools equipped with vacuum capability (if available) to pick up debris and dust. Material Management Store maintenance materials and waste containers (e.g., used oil and antifreeze) in labeled containers under cover or in secondary containment (e.g., double -walled tanks). Chemicals should not be combined in containers. All hazardous wastes must be labeled and stored according to hazardous waste regulations. Carefully transfer fluids from collection devices to designated storage areas as soon as possible. Do not store the transferred fluids adjacent to the containers. Store new batteries securely to avoid breakage and acid spills. Store used batteries indoors or in secondary containment to contain potential leaks. Recycle used batteries. Conduct periodic inspections of storage areas to detect possible leaks. Page 2 of 4 • 9 Do not wash or hose down the storage area except in areas where the wash water will only enter the sanitary sewer drain as an approved discharge. Use dry clean-up methods as often as possible. Keep lids on waste barrels and containers, and store them indoors or under cover to reduce exposure to rain. Periodically inspect and maintain all pretreatment equipment, including sumps, separators, and grease traps to ensure proper functioning. Parts Cleaning Use designated areas for engine, parts, or radiator cleaning. Do not wash or rinse parts outdoors. If parts cleaning equipment is not available, use drip pans or other containment to capture parts cleaning fluids. Use steam cleaning or pressure washing of parts whenever possible instead of solvent cleaning. When steam cleaning or pressure washing is used, only discharge wastewater to an oil/water separator connected to the sanitary sewer. When using solvents, rinse and drain parts over the designated solvent tank so that fluids will not drip or spill onto the floor. Use drip boards or pans to catch excess solutions and divert them back to the tank. Allow parts to dry over the hot tank. • . Recycle cleaning solution when it becomes too dirty to use. Never discharge cleaning waste to the storm or sanitary sewer systems. Vehicle and Equipment Washing Vehicles should be washed, whenever possible, in the municipality's vehicle and equipment wash area/ or taken to a commercial car wash. Employee Training Train applicable employees on this written procedure. Information regarding how to avoid and report spills will be presented during the training. Periodically conduct refresher training on the SOP for applicable employees who perform outdoor vehicle maintenance. Records The following records could be used to document activities performed: Record of any major spills and the action taken. Records of employee training with sign -in sheet. Heavy equipment and vehicle maintenance logs. 0 Page 3 of 4 • References Center for Watershed Protection, Municipal Pollution Prevention/Good Housekeeping Practices: Version 1.0, September 2008. Cihj of Centennial SOP: Vehicle and Equipment Storage SOP, August 2007. Cihy of Centennial SOP: Vehicle Maintenance SOP, August 2007. City of Centennial SOP: Vehicle Washing SOP, August 2007. City of Golden. Fleet Maintenance Standard Operating Procedure, July 29, 2007. City of Lafayette Standard Operating Procedure: Vehicle and Equipment Maintenance Repair, March 2009. City of Lafayette Standard Operating Procedure: Vehicle and Equipment Washing, March 2009. Mesa County, Municipal Operation and Maintenance Program, July 4, 2005. Partners for a Clean Environment. Stormzoater Protection: Vehicle Repair. Spring 2009. USEPA Menu of BMP: Municipal Vehicle and Equipment Maintenance, cfpub.epa.gov/npdes/stormwater/menuofbmps/, accessed May 27, 2009. USEPA Menu of BMP: Municipal Vehicle and Equipment Washing, cfpub.epa.gov/npdes/stormwater/menuofbmps/, accessed May 27, 2009. • Optional Additional Resources Municipal codes and ordinances that relate to fleet maintenance. Chemical purchasing policies. Guidelines for staff to dedicate a percentage of their time to vehicle and equipment maintenance. Specific directions on how to use the municipality's vehicle wash area. Spill Prevention Control and Countermeasures Plan. Page 4 of 4 • C� • • Heavy Equipment and Vehicle For More Information— _i Name Maintenance Address i City, State Description Phone Regular maintenance of municipal vehicles and equipment, or e-mail — municipality -contracted vehicles and equipment prolongs the life i of the municipality's assets and prevents the leaking of hazardous Possible Pollutants fluids commonly associated with normal wear and tear of vehicles Metals and equipment. Toxins Potential pollutants generated at vehicle maintenance facilities Solvents (degreasers, paint thinners, etc.) include oil, antifreeze, brake fluid and cleaner, solvents, batteries and fuels. Antifreeze . i Brake fluid and brake pad dust - ; When services are contracted, this written procedure should be Baftery acid ; : w provided to the contractor so they have the proper operational , procedures. In addition, the contract should specify that the Motor oil contractor is responsible for abiding by all applicable municipal, Fuel,(gasolmli­e diesel kerosene) ;; state, and federal codes, laws, and regulations. Lubricating 'grease, Good Housekeeping-::: Procedures Maintenance activities should be performed inside a maintenance Drip pans building unless the equipment is too large to fit inside or Tarps temporary repairs need to be made before the equipment can be Covered outdoor storage areas moved to the maintenance building. Consult the Outdoor Fleet Secondarycontainment Maintenance procedure when it is necessary to perform repairs Proper disposal of used fluids outside of the facility (breakdowns, service calls, etc.). Spill cleanup materials Vehicle Storage Dry cleanup methods . Monitor vehicles and equipment closely for leaks and Employee training use drip pans as needed until repairs can be Related Procedures performed. Material Storage • When drip pans are used, check frequently to avoid Outdoor Fleet Maintenance overtopping and properly dispose of fluids. Spill Prevention and Response • Drain fluids from leaking or wrecked vehicles and Street Sweeper Cleaning and from motor parts as soon as possible. Dispose of fluids Waste properly. Vehicle Fueling Vehicle Washing Page 1 of 4 -W5. s..G.,�cea.._.uax.i�'�sen Vehicle Maintenance • Conduct routine inspections of heavy equipment and vehicles to proactively identify potential maintenance needs. • Perform routine preventive maintenance to ensure heavy equipment and vehicles are operating optimally. • Recycle or dispose of all wastes properly and promptly. • Do not dump any liquids or other materials outside, especially near or in storm drains or ditches. Sweep and pick up trash and debris as needed. Body Repair and Painting Whenever possible, conduct all body repair and painting work indoors. • Use dry cleanup methods such as vacuuming or sweeping to clean up all metal filings, dust, and paint clips from grinding, shaving, and sanding, and dispose of the waste properly. Debris from wet sanding can be allowed to dry overnight on the shop floor, then swept or vacuumed. Never discharge these wastes to the storm or sanitary sewer system. • Minimize waste from paints and thinners by carefully calculating paint needs based on surface area and using the proper sprayer cup size. • Do not use water to control over -spray or dust in the paint booth unless this wastewater • is collected. This water should be treated and permission granted by the wastewater treatment plant prior to discharge into the sanitary sewer system. • Do not dispose of spray gun cleaner waste in the storm drain. Use sanding tools equipped with vacuum capability (if available) to pick up debris and dust. Material Management Store maintenance materials and waste containers (e.g., used oil and antifreeze) in labeled containers under cover or in secondary containment (e.g., double -walled tanks). Chemicals should not be combined in containers. • All hazardous wastes must be labeled and stored according to hazardous waste regulations. • Carefully transfer fluids from collection devices to designated storage areas as soon as possible. Do not store the transferred fluids adjacent to the containers (for example, oil drip pans with used oil in them should not be placed next to the used oil tank). • Store new batteries securely to avoid breakage and acid spills. • Store used batteries indoors or in secondary containment to contain potential leaks. Recycle used batteries. • Conduct periodic inspections of storage areas to detect possible leaks. is Page 2 of 4 NAS SURETY GROUP NORTH AMERICAN SPECIALTY INSURANCE COMPANY WASHINGTON INTERNATIONAL INSURANCE COMPANY GENERAL POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS, THAT North American Specialty Insurance Company, a corporation duly organized and existing under laws of the State of New Hampshire, and having its principal office in the City of Manchester, New Hampshire, and Washington International Insurance Company, a corporation organized and existing corder the laws of the State of New Hampshire and Having its principal office in the City of Schaumburg, Illinois, each does hereby make, constitute and appoint: RUSSELL D. LEAR, DARLENE KRINGS, JENNIFER WINTER, K'ANNE E. VOGEL, ROYAL R. LOVELL, KAY DILL, DIANE F. CLEMENTSON, BRANDI J. TETLEY and KELLY T. URWILLER JOINTLY OR SEVERALLY Its true and lawful Attomey(s)-in-Pact, to make, execute, seal and deliver, for and on its behalf and as its act and deed, bonds or other writings obligatory in the nature of a bond on behalf of each of said Companies, as surety, on contracts of suretyship as are or may be required or permitted by law, regulation, contract or otherwise, provided that no bond or undertaking or contract or suretyship executed under this authority shall exceed the amount of: FIFTY MILLION ($50,000,000.00) DOLLARS This Power of Attorney is granted and is signed by facsimile under and by the authority of the following Resolutions adopted by the Boards of Directors of both North American Specialty Insurance Company and Washington International Insurance Company at meetings duly called and held on the 9 h of May, 2012: "RESOLVED, that any two of the Presidents, any Managing Director, any Senior Vice President, any Vice President, any Assistant Vice President, the Secretary or any Assistant Secretary be, and each or any of them hereby is authorized to execute a Power of Attorney qualifying the attorney named in the given Power of Attorney to execute on behalf of the Company bonds, undertakings and all contracts of surety, and that each or any of them hereby is authorized to attest to the execution of any such Power of Attorney and to attach therein the seal of the Company; and it is FURTHER RESOLVED, that the signature of such officers and the seal of the Company may be affixed to any such Power of Attorney or to any certificate relating thereto by facsimile, and any such Power of Attorney or certificate bearing such facsimile signatures or facsimile seal shall be binding upon the Company when so affixed and hi the future with regard to any bond, undertaking or contract of surety to which it is attached:' o q� po!I,SLGi� rid..QryG ' By _ C Q�PtfeNA, N r4,.GpPPO/T G �6 SEAL :0= International insurance Company SEALF =Wi'S, 1973 Steven P. Anderson, Senior Vice President ofWashlneton & Senior Vice President of North American Specialty insurance Company i ;mg o,rn^ �h• �i •fy N � q//4111 .!¢erg � !/' 'tcy�T�-'_:--. �• 4j •.'*'. •*�d 111111111\IO\ By David M.Laymen, Vice Presideal ooffWashingloo International Insurance Company aammmn & Vice President of North American Specialty Insurance Company - IN WITNESS WHEREOF, North American Specialty Insurance Company and Washington International Insurance Company have caused their official seals to be hereunto affixed, and these presents to be signed by their authorized officers this20th day of Jpte 2012 , North American Specialty Insurance Company Washington International Insurance Company State of Illinois County of Cook SS: On this 20th day of June 2012 before me, allotary Public personally appeared Steven P. Anderson , Senior Vice President of Washington International Insurance Company and Senior Vice President of North American Specialty Insurance Company and David M. Layman , Vice President of Washington Intemational Insurance Company and Vice President of North American Specialty Insurance Company, personally known to me, who being by me duly sworn, acknowledged that they signed the above Power of Attorney as officers of and acknowledged said instrument to be the voluntary act and deed of their respective companies. 1l�111.I n "OFRCL41SEAL" j�Y�o�tA /0 +,,.0 DONNA D. SKI ENS Notary Public, state of Illinois Donna D. Sklens, Notary Public My Commission Expires 10/0612015 I, Jeffrey Goldberg ,the duly elected Assistant Secretary of North American Specialty Insurance Company and Washington Intemational Insurance Company, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney given by said North American Specialty Insurance Company and Washington International Insurance Company, which is still in full force and effect. ' IN WITNESS WHEREOF, I have set my hand and affixed the seals of the Companies this 21 Stay �of May 2o13 Jeffrey Goldberg, Vice President & Assistant Secretary of Wadringwn International Inswonce Company & North American Specialty Insurance Company • Do not wash or hose down storage areas except where wash water will enter the sanitary sewer as an approved discharge. Use dry clean-up methods whenever possible. Keep lids on waste barrels and containers, and store them indoors or under cover to reduce exposure to rain. Periodically inspect and maintain all pretreatment equipment, including sumps, separators, and grease traps to ensure proper functioning. Parts Cleaning Use designated areas for engine, parts, or radiator cleaning. Do not wash or rinse parts outdoors. If parts cleaning equipment is not available, use drip pans or other containment to capture parts cleaning fluids. • Use steam cleaning or pressure washing of parts whenever possible instead of solvent cleaning. When steam cleaning or pressure washing, only discharge wastewater to an oil/water separator connected to the sanitary sewer. When using solvents to clean parts, rinse and drain parts over the designated solvent tank so that fluids will not drip or spill onto the floor. Use drip boards or pans to catch excess solutions and divert them back to the tank. Allow parts to dry over the hot tank. • . Recycle cleaning solution when it becomes too dirty to use. Never discharge cleaning waste to the sanitary sewer or storm sewer. Vehicle and Equipment Washing Vehicles should be washed in the municipality's vehicle and equipment wash area/ or taken to a commercial car wash. Employee Training • Train applicable employees who perform heavy equipment and vehicle maintenance on this written procedure. hnformation regarding how to avoid and report spills will be presented during the training. • Periodically conduct refresher training on the SOP for applicable employees who perform heavy equipment and vehicle maintenance. Records The following records could be used to document activities performed: • Record of any major spills and the action taken. • Records of employee training with sign -in sheet. • Heavy equipment and vehicle maintenance logs Page 3 of 4 • References Center for Watershed Protection, Municipal Pollution Prevention/Good Housekeeping Practices: Version 1.0, September 2008. City of Centennial SOP: Vehicle and Equipment Storage SOP, August 2007. City of Centennial SOP: Vehicle Maintenance SOP, August 2007. City of Centennial SOP: Vehicle Washing SOP, August 2007. City of Golden. Fleet Maintenance Standard Operating Procedure, July 29, 2007. City of Lafayette Standard Operating Procedure: Vehicle and Equipment Maintenance Repair, March 2009. City of Lafayette Standard Operating Procedure: Vehicle and Equipment Washing, March 2009. Mesa County, Municipal Operation and Maintenance Program, July 4, 2005. Partners for a Clean Environment. Stormwater Protection: Vehicle Repair. Spring 2009. USEPA Menu of BMP: Municipal Vehicle and Equipment Maintenance, cfpub.epa.gov/npdes/stormwater/menuofbmps/, accessed May 27, 2009. USEPA Menu of BMP: Municipal Vehicle and Equipment Washing, cfpub.epa.gov/npdes/stormwater/menuofbmps/, accessed May 27, 2009. Optional Additional Resources • Municipal codes and ordinances that relate to vehicle and equipment maintenance. Chemical purchasing policies. Loading and unloading bulk materials. Guidelines for staff to dedicate a percentage of their time to vehicle and equipment maintenance. Specific directions on how to use the municipality's vehicle wash area. Spill Prevention Control and Countermeasures Plan. • Page 4 of 4 EXHIBIT 1 — REVISED BID SCHEDULE Item No. Item Description - Unit Contract Quantify Unit Price Total 202.01 Sawcuting 4" Lineal Foot 200 $ - 20101 General Excavation Cubic Yard 200 $ - 203.02 Borrow Ton too $ - 207.01 Imported Topsoil Cubic Yard 150 $ - 208.01 Stormwater Protection - CDOT Gravel Bag (Rock Sock) Lineal Foot 500 S - 20&02 Stonnwater Protection - Recycled Rubber Filled Wattle Lineal Foot too $ - 208.03 Stomtwater Protection - CDOT Gravel Bag Inlet Filter Each 25 $ - 212.01 Sod Square Foot 500 S - 212.02 Landscape/Itrigation Labor Hour 50 S - 304.01 Aggregate Base Course Ton 1,034 $ - 403.01 Temporary Patching Ton 87 $ - 601.01 Exposed Sand Finish - Up Charge Square Foot 1,000 S - 604.01 Type R Inlet - Remove & Replace (5' Opening) Each 1 $ - 604.03 Type R Inlet - Reconstruct Inlet Deck (5' Opening) Each 5 $ - 604.05 Type R Inch - Material Only Each 5 $ - 604.06 Cub Inch - Remove & Replace IT Opening) Each 5 S - 604.08 Curb Inlet - Reconstruct Inlet Deck (4' Opening) Each 5 S - 604.10 Curb Inlet - Material Only Each 5 $ - 604.11 Catch Basin - Remove & Replace Each I $ - 604.13 Catch Basin - Reconstruct Inlet Deck Each 4 S - 604,15 Catch Basin - Material Only Each 4 $ - 604. 16 Modified Type 13 Curb Inlet - Remove & Replace Each 1 $ - 604. 18 Modified Type 13 Curb Inlet - Reconstruct Inlet Deck Each 2 S - 604.20 Modified Type 13 Curb Inlet - Materials Only Each 2 $ - 604.21 Concrete Sidewalk Culvert - Remove & Replace Each 1 $ - 604.22 Metal Sidewalk Culvert - Salvaged Material Each 5 $ - 604,23 Metal Sidewalk Culvert - Material Only Each 5 S - 604.24 Metal Sidewalk, Culvert - Additional 5/8" Plate Square Foot 25 S - 608.01 Remove Concrete Square Foot 96 S - 608.02 Remove and Haul Fillet Each 5 $ - 60&03 Apron 8" - Remove &. Replace Square Foot 3,477 $ - 608.04 Crosspan - 8" Remove & Replace Square Foot 3,196 $ - 608,05 Driveover Cub, Gutter & 6" Sidewalk - Remove & Replace Lineal Foot 3,138 S - Addendum 1 — 7509 Concrete Maintenance Project Phase 11 Page 2 of 6 E 0 i • SECTION 00420 STATEMENT OF BIDDER'S QUALIFICATIONS All questions must be answered and the data given must be clear and comprehensive. This statement must be notarized. If necessary, questions may be answered on separate attached sheets. The Bidder may submit any additional information he desires. 1. Name of Bidder: ()r lf(n� r- %nr,r-e-k zinc. 2. Permanent main office address: l ZZZo S• %G« �; Q �rX /aye. [-Vve-1a ! l/ 3. When organized: q U p 4. If a corporation, where incorporated: Cyr Ire t-u_of' n 5. How many years have you been engaged in the contracting business under your present firm or trade name? O r5. 6. Contracts on hand: (Schedule these, showing the amount of each contract and the • appropriate anticipated dates of completion.) Ke.v, f ru+4 c3 (VS . -42A0, OU(? 0 7. General character of Work performed by your company: •eX(,,t-Vu.-k rM , %,L-Pric C o,,4t-o 8. Have you ever failed to complete any Work awarded to you? _IN0 If so, where and why? 9. Have you ever defaulted on a contract? — AI (9 % ,30113 WM 3Do /1 If so, where and why?, 10. Are you debarred by any government agency? /y !J If yes list agency name. —'-- 11. List the more important projects recently completed by your company, stating the approximate cost of each, and the month and year completed, location and type of construction. �E� �I-rT�LIf E 12. List your major equipment available for this contract. � s E A-E-EA LH - T) 13. Experience in construction Work similar in importance to this project: SEE sA-MFE A--> ALAMG-M i FOK Ali 14. Background and experience of the principal members of your organization, including officers: 20 • • 0 S 15. Credit available: $ L 5 D O UU 16. Bank Reference: C,t+A-sF RoA , (—vruv\ Erlhmor5 T10-( Z2-7SZ( 17. Will you, upon request, fill out a detailed financial statement and furnish any other information that may be required by the OWNER? �Y C S 18. Are you licensed as a General Contractor? If yes, in what city, county and state? What class, license and numbers? 19. Do you anticipate subcontracting Work under this Contract? U If yes, what percent of total contract? And to whom? 20. Are any lawsuits pending against you or your firm at this time? N IF yes, DETAIL 21. What are the limits of your public liability? DETAIL / ~ i i What company? -T—r &y' c (X rs �i 22. What are your company's bonding limitations? � ` I i 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 F®U6 ram_ this Z 1 day of MAt 20i3l. Company: J�bMtJM, G..K;RnVjr.. By: Title: State of.. Coco ",Do County of bAAWti ea. Printed: �)Acg h4!)Avr�Sor� being duly sworn deposes and says that he is 'Pailsu I OR,3 w` of t�ao4up� G-oc Ion . (Name) (Organization) and that the answers to the foregoing questions and all statements therein contained are true and correct. Subscribed and sworn to before me this Z O day of , 20/3. A / ✓� Sal N ary ublic JAREDV ADAMSON Notary Public State of Colorado My ommission expires: 3 21 Notary ID 20124010775 My Commission Expires Mar 21; 2016 e UMs R EQUIPMENT LIST 6dNCREIE INC, UNIT Old unit DESCRIPTION VIN# Plate Number Exo i Rudy PU-2 Dodge-2 2001 Dodge Ram 3B7KF23601G811670 437FBY Sep-13 Frank PU-15 FPU-10 2001 F-350 1FTSX31F71FA86226 078GDV Oct-13 Aaron PU-20 FPU-20 2002 F-350 Powerstroke 1FTSX31FX2EB74821 517GDX Jan-14 F-650 PU-24 FPU-24 2004 F-650 3FRNF652X4V588989 390 HXC Oct-13 James PU-27 2011 Chevrolet Silverado (Crew Cab) 3GCPKSE36BG246296 868WXW Apr-14 Wayne PU-28 2011 Chevrolet Silverado IGCRKSE38BZ194209 869WXW Apr-14 Spare PU-29 2005 Chevrolet Silverado 1GCEK14V55E197799 790XIZ Nov-13 Tony PU-30 2012 Chevrolet Silverado 1GC2KXCGOCZ246408 Chris CT-3 GMC-3 1998 GMC Truck (1Ton) 4KDB4B1R2WJ002224 271 PZK Jul-13 Crew CT-4 GMC4 2000 GMC Flatnose Truck 4KDB4B1 ROYJ801633 625HAN . Jun-13 Crew CT-5 CHEV-5 2000 Chevrolet 3500 Flatbed Dually 1GBJC34ROYF445020 091FBX Aug-13 Crew CT-6 CHEV-6 2000 Chevrolet 3500 Flatbed Dually 1GBJC34R2YF465365 5611EI Apr-14 Crew CT-7 GMC-6 2000 GMC Flatnose Truck W4500 J8DC4B14XY7008140 116NGN Apr-13 Crew CT-8 IPU-1 1998 Isuzu Truck (1 TON) 4KLB4B1 R3WJ000518 502PZP Dec-13 ED CT-10 CT-10 2004 Chevrolet 3500 1GBJC34U64E278456 857UEB Sep-13 Dick CT-11 CT-11 2010 Chevrolet Cobalt 1G1AD5F56A7228045 379XEB Jun-13 Form TR-3 TR-3 1996 STA Trailer Wood with ramps 13YFS1623TC062898 L127317 Jul-13 Dump TR-4 TR-4 2000 Dump Trailer 42EDT1024Y1132356 947ASY May-14 Bobcat TR-5 TR-5 2000 DIA Trailer (Wood Deck) 1C9FS1823YR574722 583SNG Sep-13 Gooseneck TR-6 TR-6 2000 RCM Gooseneck 1 R9GD30Z8YAZ86395 593TDC Dec-13 Steel TR-7 TR-7 2000 Butler Trailer (Steel) iBUD14209Y2004015 592LOW Nov-13 Enclosed TR-8 TR-8 1978 Maxey Trailer T78MMC0714 820FJY Dec-13 Form TR-9 TR-9 2000 LT Trailer 4ZECF1828Y1139351 102GEV May-14 Form TR-10 TR-10 2002 Temco Trailer 17016P35020302215 334UYZ Apr-13 Bobcat TR-11 TR-11 2002 Temco Trailer Wood Deck) 17016P52020502357 256HGJ Jul-13 Jared TR-13 TR-13 Econoline 12TTrailer 42EDPHE43T1002032 944JIC Bobcat TR-14 TR-14 2003 PJ 4P5CF202231051609 484JID Dec-13 Bobcat TR-16 TR-16 2004 PJ (Wood Deck) 4P5CH2O2841055448 May-14 Bobcat TR-17 TR-17 2004 PJ (Wood Deck) 4P5CH2O2941055605 975XMG Ma -14 Enclosed TR-18 TR-18 1999 Hallmark 16' Cargo BP 16HPB1621XU015303 012JIF Ma -14 12T TR-19 TR-19 Econoline 12TTrailer 42EDPHE4621001388 015JIF I May-14 Form TR-20 TR-20 2003 HMD Trailer ID07720427CO 145DFE May-14 TC TR-21 TR-21 2002 CLA (Traffic Control) 10WAT21242WO35968 888MLT Aug-13 Water Tank TR-22 TR-22 2000 Water Tank Trailer 4MFWH1323YWO01118 932XMG Aug-13 Stringline TR-23 ST-1 2006 83x14 Trailer 4P5CH142062085240 959OFF Feb-14 TR-24 TR-24 2007 HP 22.5 Ton Kaufman Trailer 5SHFH30297BOD0524 379PMP Aug-13 Cure TR-25 TR-25 1969 Cure Trailer ID105264COLO 580SAI Jul-13 WT-1 FWT-1 Water Truck Ford L800 1 FTYR8ZA9LVA35365 244TCP Jan-14 AC-2 AC-2 1984 Sullair 125 CFM Compressor 81521 656HSV Aug-13 DT-1 F-DUMP 1 1998 Ford Dump Truck 1FDNF70J3WVA00197 763FBY DT-2 F-DUMP 2 1998 Ford Dump Truck 1FDNF70JXVVVA00102 614NGO Aug-13 Aaron DT-3 F-DUMP 3 1999 Ford Dump Truck (Diesel) 3FENFSOZOXMA21298 669KFO Jan-14 DT-4 GMC-2 1995 GMC Dump Truck 1GDJ7H1P4SJ510080 490FBY Aug-13 DT-5 1993 Kenworth Dump 1XKAD69X3PS610831 378IWB Apr-13 Aaron BC-10 BC-10 1999 763 Bobcat 512241982 X289996 Jun-13 BC-11 BC-11 2001 873 Bobcat 514148363 X251882 May-14 BC-12 BC-12 2004 Bobcat S150 526915222 X362464 Nov-13 BC-13 BC-13 2006 S150 Bobcat 529712222 X308051 Apr-14 BC-14 BC-14 2006 S150 Bobcat 529712223 X308052 Apr-14 BA-1 BBR-1 1995 Bobcat Breaker Attach. BA-3 BBR-3 2001 Bobcat Breaker Attach. 448257 BA-4 BBR-4 2002 Bobcat Breaker 448983 BA-5 BBR-5 Bobcat Breaker Attachment 451494 BA-6 BBS-1 2004 Bobcat Sweeper 453332 BH-1 JD-1 1997 JD 310E Backhoe Loader T0310EXB27419 628HSV Sep-13 TH-1 Komatsu-1 2001 Komatsu PC60-7E 59302 X267790 Aug-13 Wayne SC-1 Scraper-1 1986 623 Scraper 46P2325 Wayne SC-2 Scraper-2 1977 613 Scraper 72M3218 X289999 Jul-13 Wayne SF-1 Sheep Foot-1 1994 Sheeps Foot 59810725 X341067 Aug-13 CM-2 I COM-2 1990 Commander III GT-6300 Paver MC16891-01 X289805 Apr-14 CM-3 2000 Gomaco C&G Machine 900100393 X315774 Jun-13 Chris AB-1 Arrow-1 Arrow Board MOD6-AB25 2EP63030531010117 Chris AB-2 Arrow-2 Arrow Board MOD-AB25 2EP63030131010194 Chris AB-3 Arrrow-3 Arrow Board MOD6-AB25 2EP63030541010278 Wayne MG-1 Blade-1 1991 140 G Blade 72V13754 222PBW Jul-11 GRA Grade-1 2004 Gradall XL3200 320542 X267789 Aug-13 Wayne LZ-1 Lazar-1 Blade Pro Roto-1 1 62" Rototiller Ser #055200757 • • • N N y N C C N M E Q O C ` y A N m O N () E c Ev N O) C N N N O N l0 C C �" N a) N C C N a) O m In L C U C j 0 F• 0 a) F- La) N (`6 a O N a) N p E ` H= a) C m p m oYa oLLM'a W C�fACAfA a)J m aim �1-p-j L (n }' >. C C C C T N C T T >+ Y N V1 C C .�-+ >. ,En c Y (a •C j C N a) 'C m e— o O C 'c N O •> C C I- m Yd0YLYw0OYIxhoW WL)MYY e�0 QU -0)W-W Y YFo-UW O) CO N LO CO r r rr O N N r N NNN-O M V V r00 t0O O'IT LO (D tf) • M M LO LO LO LO to O O) m m '7 Nr V' (O O t0 O) N t0 r (O O O O) LO CO N (M I� N r r r r r r r I- (O W (O It N (D r' r N tt I` r W to h M O V C7 (M M CM M r 0 0 1 M M M 17 N M O 1 M M I I'- r 0 IO m r Mt0r M M Mr rr V' CDl0M rN Mr t` rN0 O) V' I- M N N N "N 0 m m "It C) O C)O CD 0(O 'd• W MM N N V' CC) �O 01 N W 1NC? NNNN(O CMMI` "II Ill �T �M MNN N mMO O M CD M M O Cl O O M O O O O O O O M M O 0 0 0 CM co) M O M N O O O O m o) 0) 0) O 0) 0) 0) N 0) 0) rl-0) O O 0) 0) 0) m m 0 O 0) O �MMMM W O)OQ)M a)d)O) O(AOO)M MO) (A /T (AMM MOM d ` to (D N O �` a) c o U O N •> a) 3 N N co C to a) a) m O 'L7 B N >, .�-+ >a) a1 a) O a) d. '� O U C N O 7 >> 7 C O O .c C C 7 (!� a 0 O U t9 O O a00 c �U---- o o a� d a) C: 0.m ca LL 0-aU o U OOCOOCCCCMC: rMw" m�(u=cco-O tocoocom c C: o 0 0 o m > o m m m 0 o o= N o? o m N o UUmUUUUUU❑pm W CtiJJJ�F- F- CiU-,ZOOOJ W U0�Of N N N N O O O O O O O O O O O O O O O O O O O O O O O O r r r r r 0 0 (D 0 r r r r ♦C) r r r r r C- r r r r r r N N N N N r r r r C) N N N N CD C) C) C) O O O O Cl C)O O O C) CD C) C) C) O O O O O O O O O O O r r r N N N N N N N N N N N N N N N N N N N r- r r r r NNNNN C) N CD N N N N N N N N 0 0 0 0 C) 0 0 0 0 0 0 0 C) 0 0 0 C) O. 0 0 C) C) 0 0 0 0 0 0 C) 0 C) 0 O O O O O O O O L0 0 0 0 0 LOO O O O O O O O O O O O O O O O O N O 0 C) O CO 00 O LO O N r cr to Q)10 t0 t0C C t0 OOO O OOOn �O(O ui ONN COCO r CD CO I` CO r r CO V' CO to N N (O r 0 to to r to (O 1` co 00 (O O r r r M r N CO N N N r r r M C ` d a) M 0 N to (� O V) N U a) V) m N � C: a) (DC Cc C C O C �o C 'D C C O C C C UC t.. — C — _ _ �-• O — C T >. — >. C O C `-• t'• C T _ — — O T C (0°)m>m0000•D3om�'�'o�'mE�(D AA000mEAa) w 0) U U U U 3 Y U> ami a°i U aoi >� n a) S>> C U U U � C� ami � Z O (9 O L .� .�: w% O m +) O `- `- ..: `- O 7 .0 0 0 0 .«:..:.% N a) O �- L Q m J J U LL LL LL LL m J LL J(7 (7 LL(� J mU m m Jig LL LL LL p U J 00 r • C O c o N E U w N ro`n c > a C O N N .".' O J a. .a) C .L U O U O 7> E J T J N U J p O) d m� C C E> O O) m m (D ("p m m > O. m Y m 0 m m -O tT -) "= N 'C r a) ,., a) V c� �- d m m� r N Q E 0 cu Fa > @�L o a� `m m� E 3 a)i c o °�� aJi'mU c a°'i (�na c_ nc_ l�0>a��mcp_�a)mv)NWoo0co r- Ua�_c0n0_j C ya`) >�y (1) IL Qw @ M c Lo•�NUo`Ci�Z�cm E o aci a s E_ O L>L C`7 >� m 0 N m tm 7 L O N lD O 0 U N N 0 O N (nmUJ 2F-_>CO>U�i�rp UJ(n U LL>m ZLLLL>3:mUJ v 0 0 o rn 0) Z N C •p C N a) C aI N o m .0 E E c 0= 0-00-0� o E' E c� m m 0 Cmc>a) E me cmwc (T(ad,(oi_) 0 m�'o caEE 0 m y m m o o 2 m m o m m m m` 2 F- C F Q m 0 m n O ro a�0 <o rn MC CCU OQQ�UC� mQU o(n N a) m a) c c m c c .` > m o a) > n 0) m> c c m Z m m m E c 0 a) a m 2 E a>) JE —0 �OOfd1(0wW QOU�R'W y0W(nU)<< 2W-iQ0 WSW W (n M ON(D"t(M, MNO V'O r-m, "t mV'0 MONh'IT V'm 0t0 00mN(O O O Lo mOm V'(OW N N N h O O O LO N(O(O N(m n N N V �m mtO V'(O Coe N, W0Or V r �r0 �... 400(O M rCM V'� aQv0001?90)M109M9(nMnTT17 1?ITC?TToorn991n'11m—I n N M N (D N N M N M h N m M N N N m n M m N (O N m N CM Lo r M M 0 N N ON )OnOmNNN(OOm(O NODnnMaDNMN00 n00NO(l7nMM lOMN N M (M h Cl) M n N N ('M'7 M (O N M n h M m N M N h h N h N M LO M M 0 V• N M 00 O CO O O Cl)0 0 00 CD O O m Cl) O co 0 0 06 M M M O O M O O CD o O O O n O h n 0 n h n I-- h I-- n �- o 0 o h o n n h n o 0 o n I-- o n I--o n M N m M m m M m m m m m m m n M M m M m m m m M M M m m M m m M M m N C N N a) d N C a) n a.+ O c p O =(a C U aNi ) C:E 3 m m�)�c >,>, 0 c U a� �::; a� ��a�cm m C LM ' C m m a) Y a) ` m CL .- N a) N C C C 0 > 7 U) 0 -m > > i m �. c > U) u) L 0. - �. O W O m o a)CD0— c m mU i—C�— 0 m,,., m (}o nC9C7J U • _ _ a) N (�`a m W -0 D o m U c c W W 0 o c 0 c E W n o cC m o 0 o n m °� a) O N a� N o 0 0 m (� 0 m N N 0 0 y N )n o 0 0 2 .. m a) Edo W �UUU��MOU2 W W UUU(5c) W QUZcl(9(.5 (n= N N O O N N N N N N N N N N N N N N N N N N N N N N N N M M M M M N N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C) C) 0 C) ( a 0 a c- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N N N N N N N N N '. O O N N 00 0 0 0 C00 O h It m OO N It N O N Cl n O h OODD m V 0 0 0 00 0 V4' Co (OD CO 0000 0000 'MV' � O O O O Cl) LO V 00 (D , CO CO � n 00 M r V' M O h 0 L0 40 IT LO (D m m m � 00 O n h O 06 LO CO N M c- N O r O Ln (M O u0 CO V (D OD V' a (O � m (D (M vi (n N [] li 1- V- �0I;rLOMhr NmV LO Nmn ��N(D(O NN a]� My LO mN Tn C m C C C C C C O C C� C C C >,N >ig ,O T— 0 0 0 0 C O O O O O U 0 m 0'0 E 0 0 >. T O C 0 N a) O) m C� 'C m if C 7 m C C a) Y 'C m 'C a) C m m C C_ Y m a) C> a) a) C m 7 •- m 0 0 0 0 0> 0 0 0 �- 0 0 �' m 0 `- O>> > 0 m `- 0 0 0 (D J(DJ(9 J0 LLLL W LLm Jm0 J-j —i LL GILL» WQJ �j J(�C�J J LL )n C C O Y a) SO N w LP0 L O N m '0 N d C 0 > j > O_Q(7 c m 0) ,, m Z scu (a �c ? m Om c 0 a E m m N: c 0 am m•- a� cm Nm w'a� �La E n.aa))r a) OmYJ� o m o m.x N w mZv N'(p 0 t g Qo m� vxY(�dma) comamo2m�(n�callo-,TCL< c0U)LUZv a a) c �� W >U m�Uw 0: Oz c mm r ZU�o o c `m (nmvva @O�mU�o2LL'�oo��mF oa- m���3(NnNEmoml p`L L "O m N .M E E N .`_. V a) N .� N C m m c m 0' C 'C 1.0 C> N 0 m m 0 3 a� C m m- >_ 3(}p . � r m __ L .fl m ._ c .- o< 0 a) > m 7222 � Q ZF' N� 2>(nm>J(n(D Nmm{-D(n W LL JZ LL(iY d'Q SECTION 00430 SCHEDULE OF SUBCONTRACTORS List all subcontractors for the work items listed below and all subcontractors performing over 10% of the contract. ITEM i SUBCONTRACTOR 0 0 SECTION 00500 AGREEMENTFORMS 00510 Notice of Award 00520 Agreement 00530 Notice to Proceed 0 Item No. Item Description Unit Contract QuantityUnit Price Total 608,06 Da ncover Curb, Gutter, No Sidewalk - Remove & Replace Lineal Foot 420 $ - 608.07 Vertical Curb, Gutter and 6" Sidewalk - Remove & Replace Lineal Foot 595 $ - 608.08 Vertical Curb, Gutter, No Sidewalk - Remove & Replace Lineal Foot 5,817 $ - 608.09 Vertical Outfall Curb, Gutter- Remove & Replace Lineal Foot 132 $ - 608.10 Barrier Curb 12" - Remove & Replace Lineal Foot 7 $ - 608.11 Hollywood Curb, Gutter and 6" Sidewalk - Remove & Replace Lineal Foot 86 $ - 608.12 Hollywood Curb, Gutter, No Sidewalk - Remove & Replace Lineal Foot 7 $ - 608.13 1lighback Curb, Gutter, No Sidewalk - Remove & Replace Lineal Foot 1,064 $ - 608,14 Pedestrian Access Ramp - Remove & Replace Square Foot 3,351 $ - 608.15 Pedestrian Access Ramp Highback Curb - Remove & Replace Square Foot 1,500 $ - 60&16 Truncated Dome Panel Square Foot 240 $ - 608.17 Flatwork 4" - Remove & Replace Square foot 400 S - 608.18 Flatwork 6" - Remove & Replace Square Fool 22,488 $ - 608.19 Replace Flatwork - I" Additional Depth Square Foot 1,635 $ - 60&20 Colored Concrete 4" San Diego Buff - Up Charge Square Foot 500 S - 60&21 4' Valley Pan 6" - Remove & Replace Square Foot 400 $ - 608.22 Concrete Pavement 8" - Remove & Replace Square Foot 70 $ - 608.23 Alley Approach 8" - Remove & Replace Square Foot 9,821 $ - 608.24 Expansion & Caulking Lineal Foot 428 $ - 608.25 Splashblock 4" - Remove & Replace Square Foot 1,000 S - 608.26 Exposed Aggregate 4" - Up Charge Square Foot 500 S - 608.27 Reset Flagstone Square Foot 60 $ - 60&28 Haul & Dispose Concrete with Wire/Rebar Ton 250 S - 608.29 Asphalt Pavement Preservaton Lineal Foot 8,000 $ - 623.01 Irrigation Sleeving 3" PVC Lineal Foot 100 $ - 630.20 Traffic Control (copy Lump Sum 1.00 $ - 630.30 Variable Message Board Per Each Per Dav 100.00 $ 630.40 Flagging floor 4,000.00 $ - 630.50 Advance Warning Arrow Board Per Each Per Day 70.00 S TOTA I. COST $ Addendum 1 — 7509 Concrete Maintenance Project Phase II and Page 3 of 6 . SECTION 00510 NOTICE OF AWARD DATE: May 28, 2013 TO: Northstar Concrete Inc PROJECT: 7509 Concrete Maintenance Project Phase II OWNER: CITY OF FORT COLLINS (hereinafter referred to as "the OWNER") You are hereby notified that your Bid dated May 21, 2013 for the above project has been considered. You are the apparent successful Bidder and have been awarded an Agreement for 7509 Concrete Maintenance Project Phase II. The Price of your Agreement is Nine Hundred Seventy -Four Thousand Nine Hundred Forty -One Dollars and Eighty -Five Cents ($974,941.85). Three (3) copies of each of the proposed Contract Documents (except Drawings) accompany this Notice of Award. Three (3) sets of the Drawings will be delivered separately or otherwise made available to you immediately. You must comply with the following conditions precedent within fifteen (15) days of the date of this Notice of Award, that is by June 13, 2013. • 1. You must deliver to the OWNER three (3) fully executed counterparts of the Agreement including all the Contract Documents. Each of the Contract Documents must bear your signature on the cover of the page. 2. You must deliver with the executed Agreement the Contract Security (Bonds) as specified in the Instructions to Bidders, General Conditions (Article 5.1) and Supplementary Conditions. 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. Citv of Fory Co IIns OWNER By: Gerry Paul Director of Purchasing & Risk Management 0 • SECTION 00520 AGREEMENT THIS AGREEMENT is dated as of the 2810 day of May in the year of 2013 and shall be effective on the date this AGREEMENT is signed by the City. The City of Fort Collins (hereinafter called OWNER) and Northstar Concrete 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 7509 Concrete Maintenance Project Phase II and is generally described in Section 01010. ARTICLE 2. ENGINEER The Project has been designed by the City of Fort Collins Streets Department, 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 Contract Period. This agreement shall commence upon signing and shall continue in full force until May 31, 2014 unless terminated as herein provided. In addition at the option of the City, the agreement may be extended for additional one (1) year period not to exceed four (4) additional one (1) year periods. Pricing changes, if any, shall be negotiated by and agreed to by both parties in writing. 3.2 The Work shall be Substantially Complete within one hundred forty (140) 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 forty-five (45) calendar days after the date when the Contract Times commence to run. 3.3. Liquidated Damages. OWNER and CONTRACTOR recognize that time is of the essence of this Agreement and that OWNER will suffer financial loss if the Work is not completed within the times specified in paragraph 3.1. above, plus any extensions thereof allowed in accordance with Article 12 of the General Conditions. They also recognize the delays, expenses and difficulties involved in proving in a legal preceding the actual loss suffered by OWNER if the Work • is not completed on time. Accordingly, instead of requiring any such proof, OWNER and CONTRACTOR agree that as Liquidated damages for delay • (but not as penalty) CONTRACTOR shall pay OWNER the amounts set forth hereafter. 1) Substantial Completion: One Thousand Dollars ($1 0, 00.00) for each calendar day or fraction thereof that expires after the one hundred forty (140) 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 forty-five (45) 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: Nine Hundred Seventy -Four Thousand Nine Hundred Forty -One Dollars and Eighty -Five Cents ($974,941.85), in accordance with Section 00300, attached and incorporated herein by this reference. ARTICLE 5. PAYMENT PROCEDURES CONTRACTOR shall submit Applications for Payment in accordance with Article 14 of the General Conditions. Applications for Payment will be processed by ENGINEER as provided in the General Conditions. 5.1. PROGRESS PAYMENTS. OWNER shall make progress payments on account of the Contract Price on the basis of CONTRACTOR's Application for Payment as recommended by ENGINEER, once each month during construction as provided below. All progress payments will be on the basis of the progress of the Work measured by the schedule of values established in paragraph 2.6 of the General Conditions and in the case of Unit Price Work based on the number of units completed, and in accordance with the General Requirements concerning Unit Price Work. 5.1.1. Prior to Substantial Completion, Owner will be entitled to withhold as contract retainage five percent (5%) of each progress payment, but, in each case, less the aggregate of payments previously made and less such amounts as ENGINEER shall determine, or OWNER may withhold, in accordance with paragraph 14.7 of the General Conditions. If , in the sole discretion of Owner, on recommendation of Engineer, Owner determines that the character and progress of the Work have been satisfactory to OWNER and ENGINEER, OWNER may determine that as long as the character and progress of the Work remain satisfactory to them, there will be no additional retainage on account of Work completed in which case the remaining progress payments prior to Substantial Completion will be in an amount equal to 100% of the Work completed. 95% of materials and equipment not incorporated in the Work (but delivered, suitably stored and accompanied by documentation satisfactory to OWNER as provided in 11 • paragraph 14.2 of the General Conditions) may be included in the application Section 00520 Page 3 for payment. 5.1.2. Upon Substantial Completion payment will be made in an amount sufficient, if necessary, to increase total payments to CONTRACTOR to 95% of the Contract Price, less such amounts as ENGINEER shall determine or OWNER may withhold in accordance with paragraph 14.7 of the General Conditions or as provided by law. 5.2. FINAL PAYMENT. Upon Final Completion and Acceptance of the Work in accordance with paragraph 14.13 of the General Conditions, OWNER shall pay the remainder of the Contract Price as recommended by ENGINEER as provided in said paragraph 14.13. ARTICLE 6. CONTRACTOR'S REPRESENTATION In order to induce OWNER to enter into this Agreement, CONTRACTOR makes the following representations: 6.1. CONTRACTOR has familiarized himself with the nature and extent of the Contract Documents, Work, site, locality, and with all local conditions and Laws and Regulations that in any manner may affect cost, progress, performance or furnishing of the Work. 6.2. CONTRACTOR has studied carefully all reports of explorations and tests of subsurface conditions and drawings of physical conditions which are • identified in the Supplementary Conditions as provided in paragraph 4.2 of the General Conditions. 6.3. CONTRACTOR has obtained and carefully studied (or assumes responsibility for obtaining and carefully studying) all such examinations, investigations, explorations, tests, reports, and studies (in addition to or to supplement those referred to in paragraph 6.2 above) which pertain to the subsurface or physical condition at or contiguous to the site or otherwise may affect the cost, progress, performance or furnishing of the Work as CONTRACTOR considers necessary for the performance or furnishing of the Work at the Contract Price, within the Contract Times and in accordance with the other terms and conditions of the Contract Documents, including specifically the provisions of paragraph 4.2 of the General Conditions; and no additional examinations, investigations, explorations, tests, reports, studies or similar information or data are or will be required by CONTRACTOR for such purposes. 6.4. CONTRACTOR has reviewed and checked all information and data shown or indicated on the Contract Documents with respect to existing Underground Facilities at or contiguous to the site and assumes responsibility for the accurate location of said Underground Facilities. No additional examinations, investigations, explorations, tests, reports, studies or similar information or data in respect of said Underground Facilities are or will be required by CONTRACTOR in order to perform and furnish the Work at the Contract Price, within the Contract Times and in accordance with the other terms and conditions of the Contract Documents, including • specifically the provision of paragraph 4.3. of the General Conditions. 6.5. CONTRACTOR has correlated the results of all such observations, examinations, investigations, tests, reports and data with the terms and conditions of the Contract Documents. 6.6. CONTRACTOR has given ENGINEER written notice of all conflicts, errors or discrepancies that he has discovered in the Contract Documents and the written resolution thereof by ENGINEER is acceptable to CONTRACTOR. ARTICLE 7. CONTRACT DOCUMENTS 7.1 The Contract Documents which comprise the entire Agreement between OWNER and CONTRACTOR concerning the Work consist of the General Conditions, Supplementary Conditions, those items included in the definition of "Contract Documents' in Article 1.10 of the General Conditions, and such other items as are referenced in this Article 7, all of which are incorporated herein by this reference. 7.2 Forms for use by CONTRACTOR in performing the Work and related actions in carrying out the terms of this Agreement are deemed Contract Documents and incorporated herein by this reference, and include, but are not limited to, the following: 7.2.1 Certificate of Substantial Completion 7.2.2 Certificate of Final Acceptance 7.2.3 Lien Waiver Releases 7.2.4 Consent of Surety 7.2.5 Application for Exemption Certificate • 7.2.6 Application for Payment 7.3 Drawings, consisting of a cover sheet and sheets numbered as follows: n/a The Contract Drawings shall be stamped "Final for Construction" and dated. Any revisions made shall be clearly identified and dated. 7.4. Addenda Numbers 1 to 1. inclusive. 7.5. The Contract Documents also include all written amendments and other documents amending, modifying, or supplementing the Contract Documents pursuant to paragraphs 3.5 and 3.6 of the General Conditions. 7.6. There are no Contract Documents other than those listed or incorporated by reference in this Article 7. The Contract Documents may only be amended, modified or supplemented as provided in paragraphs 3.5 and 3.6 of the General Conditions. ARTICLE 8. MISCELLANEOUS 8.1. Terms used in this Agreement which are defined in Article I of the General Conditions shall have the meanings indicated in the General Conditions. 8.2. No assignment by a party hereto of any rights under or interests in the Contract Documents will be binding on another party hereto without the written consent of the party sought to be bound; and specifically but not . without limitations, moneys that may become due and moneys that are due • may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law), and unless specifically stated to the contrary in any written consent to an assignment no assignment will release or discharge that assignor from any duty or responsibility under the Contract Document. 8.3. OWNER and CONTRACTOR each binds itself, its partners, successors, assigns and legal representatives to the other party hereto, its partners, successors, assigns and legal representatives in respect to all covenants, Agreement and obligations contained in the Contract Document. • OWNEJ�ITY O�,F�RT COLLINS B111/I /1I , UL DIRECTOR OF PURCHASING AND RISK 7MANAGEMENT Date: Attest: City Clerk Address for giving notices: P. O. Box 580 Fort Collins, CO 80522 E 0 CONTRACTOR: NORTHSTAR CONCRETE INC. Date:__ (CORPORATE SEAL) Attest: Address for giving notices: 1 ?_ 2.0-) S - CVw-pm<'D' ,hurt . ko &LA[, i C4L) 6o53'7 License No.: SECTION 00530 NOTICE TO PROCEED Description of Work: 7509 Concrete Maintenance Project Phase II To: Northstar Concrete Inc. This notice is to advise you: That the contract covering the above described Work has been fully executed by the CONTRACTOR and the OWNER. That the required CONTRACTOR's Performance Bond and Payment Bond have been received by the OWNER. That the OWNER has approved the said Contract Documents. Therefore, as the CONTRACTOR for the above described Work, you are hereby authorized and directed to proceed within () calendar days from receipt of this notice as required by the Agreement. Dated this day of 20_ The dates for Substantial Completion and Final Acceptance shall be 20_and _ 20_, respectively. City of Fort Collins OWNER By: Title: ACKNOWLEDGMENT OF NOTICE Receipt of the above Notice to Proceed is hereby acknowledged this day of 20 CONTRACTOR: Northstar Concrete Inc. Title: n U • 0 SECTION 00600 BONDS AND CERTIFICATES 00610 Performance Bond 00615 Payment Bond 00630 Certificate of Insurance 00635 Certificate of Substantial Completion 00640 Certificate of Final Acceptance 00650 Lien Waiver Release (CONTRACTOR) 00660 Consent of Surety 00670 Application for Exemption Certificate • SECTION 00610 PERFORMANCE BOND Bond No. 2164433 KNOW ALL MEN BY THESE PRESENTS: that Northstar Concrete Inc. 1220 S Garfield Ave., Loveland, CO 80537 (an Individual), (a Partnership), a Corporation hereinafter referred to as the "Principal' and (Firm) North American Specialty Insurance Company (Address) 650 Elm Street Manchester, NH 03101-2524 hereinafter referred to as "the Surety", are held and firmly bound unto City of Fort Collins. 300 Laporte Ave. Fort Collins. Colorado 80522 a (Municipal Corporation) hereinafter referred to as the "OWNER", in the penal sum of Nine Hundred Seventy -Four Thousand Nine Hundred Forty - One Dollars and Eiohty-Five Cents ($974.941.85) 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 28th day of May. 2013, a copy of which is hereto • attached and made a part hereof for the performance of The City of Fort Collins Project, 7509 Concrete Maintenance Project Phase II. NOW, THEREFORE, if the Principal shall well, truly and faithfully perform its duties, all the undertakings, covenants, terms, conditions and agreements of said Agreement during the original term thereof, and any extensions thereof which may be granted by the OWNER, with or without Notice to the Surety and during the life of the guaranty period, and if the Principal shall satisfy all claims and demands incurred under such Agreement, and shall fully indemnify and save harmless the OWNER from all cost and damages which it may suffer by reason of failure to do so, and shall reimburse and repay the OWNER all outlay and expense which the OWNER may incur in making good any default then this obligation shall be void; otherwise to remain in full force and effect. 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 'arid 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. 0 z O v v v i cai m C9 O O — O - -- O - A A `J 0 U `o N N N N N N N N N N N N N N N N N N r_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - O E E E E E E E= E E E E E E E E E V�i VI N N Vl to [A N N V-i N N N N � N [n VI s 0 U G F O = � p U rvi� 0 K `c V y > z G u 3 n G v r T U n y N N 0 o) p 0 } C � N CU m O O j O L U c � 3 U 0 O O O C 0 3 C, cn m Co Q U 0 N C fn C fn O_ 0 C: O." L _0 A co U a) L L O 3 + L 0o U) + (0 O] i O C CU N d y > U c C .0 N O (0 O N U) N C N C U) '- .- O 7 Y D w O C O (0 U .0 O N O N U (B U N 0 to U U 0 M 7a) Cl Y C O O C @ w z L L O d N H U 4-) a� m a U N O d cu U C C C N N U C O U 0) O LO r- • • IN WITNESS WHEREOF, this instrument is executed in three (3) counterparts, each one of which shall be deemed an original, this 1st day of June 2013. 11 0 IN PRESENCE /JOF: Principal Northstar Concrete, Inc. (Title) (itieJ (Corporate Seal) IN'?RESENCE OF: IN RRESENCE OF: Witness (Surety Seal) i Garfield Co 80537 Other Partners By: Surety, North American Specialty Insurance Company By: -v.a t, Diane F. Clementson, Attomey-m-Fact 650 Elm Street. Manchester. NH 03101-2524 (Address) NOTE: Date of Bond must not be prior to date of Agreement If CONTRACTOR Is Partnership, all partners should execute Bond. r1 u n U SECTION 00615 PAYMENT BOND Bond No. 2164433 KNOW ALL MEN BY THESE PRESENTS: that Northstar Concrete Inc. 1220 S Garfield Ave., Loveland, CO 80537 (an Individual), (a Partnership), OIEEon hereinafter referred to as the "Principal" and (Firm) North American Specialty Insurance Company (Address) 650 Elm Street Manchester, NH 03101-2524 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 Nine Hundred Seventy -Four Thousand Nine Hundred Forty - One Dollars and Eighty -Five Cents ($974.941.85)of in lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, successors and assigns, jointly and severally, firmly by these presents. THE CONDITIONS OF THIS OBLIGATION are such that whereas the Principal entered into a certain Agreement with the OWNER, dated the 28th day of May, 2013, a copy of which is hereto attached and made a part hereof for the performance of The City of Fort Collins project, 7509 Concrete Maintenance Project Phase ll. NOW, THEREFORE, If the Principal shall make payment to all persons, firms, subcontractors, and corporations furnishing materials for or performing labor in the prosecution of the Work provided for in such Agreement and any authorized extension or modification thereof, including all amounts due for materials, lubricants, repairs on machinery, equipment and tools, consumed, rented or used in connection with the construction of such Work, and all insurance premiums on said Work, and for all labor, performed in such Work whether by subcontractor or otherwise, then this obligation shall be void; otherwise to remain in full force and effect PROVIDED, FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Agreement or to the Work to be performed thereunder or the Specifications accompanying the same shall in any way affect its obligation on this bond; and it does hereby waive notice of 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 1st day of June 2013. IN PRESENCS OF: Principal Nort star Concrete, Inc. (Title) I (Tltle)I ff 22 South Garfield (Corporate Seal) jov land, CO 80537 IN -PRESENCE OF: Other Partners IN PRESENCE OF: Surety North American Specialty Insurance Company By: \' Q o r.�..� • Diane F. Clementson, Attorney4n-Fact Witness 650 Elm Street, Manchester, NH 03101-2524 (Address) (Surety Seal) NOTE: Date of Bond must not be prior to date of Agreement If CONTRACTOR is Partnership, all partners should execute Bond. 0 NAS SURETY GROUP NORTH AMERICAN SPECIALTY INSURANCE COMPANY WASHINGTON INTERNATIONAL INSURANCE COMPANY . GENERAL POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS, THAT North American Specialty Insurance Company, a corporation duly organized and existing under laws of the State of New Hampshire, and having its principal office in the City of Manchester, New Hampshire, and Washington Intemational Insurance Company, a corporation organized and existing under the laws of the State of New Hanpshire and having its principal office in the City of Schaumburg, Illinois, each does hereby make, constitute and appoint: RUSSELL D. LEAR, DARLENE KRINGS, JENNIFER WINTER, K'ANNE E. VOGEL, ROYAL R. LOVELL, KAY DILL, DIANE F. CLEMENTSON, BRANDI I. TETLEY and KELLY T. URWILLER JOINTLY OR SEVERALLY Its true and lawful Attomey(s)-in-Fact, to make, execute, seal and deliver, for and on its behalf and as its act and deed, bonds or other writings obligatory in the nature of a bond on behalf of each of said Companies, as surety, on contracts of suretyship as are or may be required or permitted by law, regulation, contract or otherwise, provided that no bond or undertaking or contract or suretyship executed under this authority shall exceed the amount of: FIFTY MILLION ($50,000,000.00) DOLLARS This Power of Attorney is granted and is signed by facsimile under and by the authority of the following Resolutions adopted by the Boards of Directors of both North American Specialty Insurance Company and Washington International Insurance Company at meetings duly called and held on the 9t° of May, 2012: "RESOLVED, that any two of the Presidents, any Managing Director, any Senior Vice President, any Vice President, any Assistant Vice President, the Secretary or any Assistant Secretary be, and each or any of them hereby is authorized to execute a Power of Attorney qualifying the attorney named in the given Power of Attorney to execute on behalf of the Company bonds, undertakings and all contracts of surety, and that each or any of them hereby is authorized to attest to the execution of any such Power of Attorney and to attach therein the seal of the Company; and it is FURTHER RESOLVED, that the signature of such officers and the seal of the Company may be affixed to any such Power of Attorney or to any certificate relating thereto by facsimile, and any such Power of Attorney or certificate bearing such facsimile signatures or facsimile seal shall be binding upon the Company when so affixed and in the future with regard to any bond, undertaking or contract of surety to which it is attached." \\\N Ourrifa//, yQ QPpORj L =fir seAl �i i'?<�, 'o�V//"; 611973 ON!.!.Ip6 By Steve. P. Avdenoo, Seelof VIce Pntldeat of Wublprtoa 1pteenatlead lns.mce Comp.«y & Swior Vice Prealdml of Nnnb American lw ty be..,. Campaby ��- By DMdM. Lpyman,t olof Wnebinrtw Wtematfonal company A Vim President of NoAb Amd<an specialty Inmance Coc,uony IN WITNESS WHEREOF, North American Specialty Insurance Company and Washington International Insurance Company have caused their official seals to be hereunto affixed, and these presents to be signed by their authorized officers this20th day of June 2012 North American Specialty Insurance Company Washington International Insurance Company State of Illinois County of Cook ss: On this 2011, day of June 2012 , before me, a Notary Public personally appeared Steven P. Anderson , Senior Vice President of Washington International Insurance Company and Senior Vice President of North American Specialty Insurance Company and David M. Layman , Vice President of Washington International Insurance Company and Vice President of North American Specialty Insurance Company, personally known to me, who being by me duly swom, acknowledged that they signed the above Power of Attorney as officers of and acknowledged said instrument to be the voluntary act and deed of their respective companies. [Notary OFFICIAL SEAL" �Qm,N,¢ ONNA D, SKLENS Public, State of Illinois Donna D. Sklens, Notary Public y Commission Expires 10W2,015 I, Jeffrey Goldberg .the duly elected Assistant Secretary of North American Specialty Insurance Company and Washington International Insurance Company, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney given by said North American Specialty Insurance Company and Washington International Insurance Company, which is still in full force and effect. IN WITNESS WHEREOF, I have set my hand and affixed the seals of the Companies this 1 S t day of June � , 20 13. Jeffrey Goldberg, Vice President & Assmont Smr,m, of Wu inpmn Intemeliond W mmca Company & Nnnb Amencan specialty W mince Company Clienttt- 46343 NORSTI r L ACORDTM CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 6/18/2013 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES_ BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. 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). PRODUCER Flood & Peterson Ins., Inc. P. O. BOX 578 CONTACT Jennifer Winter - NAME: PHONE 970 506-3206 FAX 970 506-6846 /C No Ext : A/C, No : (A/C, noDAIL Ress: JWinter@floodpeterson.com Greeley, CO 80632 970 356-0123 PRODUCER CUSTOMER ID#: INSURER(S) AFFORDING COVERAGE NAIC # INSURED Northstar Concrete, Inc. 1220 S. Garfield Avenue INSURER A: Bituminous Insurance INSURER BPinnacol Assurance Loveland, CO 80537 INSURER C : INSURER D INSURER E : INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE pDDL INSR SUBR IWVD I POLICY NUMBER POLICY EFF MM/DD/YYYY POLICY EXP MM/DD/VYYY LIMITS A 1111 GENERAL LIABILITY X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE F OCCUR X PDDed:1,000 CLP3586389 4/26/201304/26/201 EACH OCCURRENCE $1000000 DAMAGETO RENTED Ea occurrence s300,000 MED EXP (Any one person) $10,000 PERSONAL BADVINJURY S1,000,000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: POLICY X PRO- LOG PRODUCTS - COMP/OP AGG $2,000,000 $ AUTOMOBILE LIABILITY ANY AUTO ALLOWNEDAUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS Drive Other Car CAP3586390 4/26/2013 04/26/2014 COMBINED SINGLE LIMIT (Ea accident) $1 000000 X BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ X X S X $ A X UMBRELLA LIAB EXCESS LIAB X OCCUR CLAIMS -MADE CUP2802440 4/26/2013 04/26/2014 EACH OCCURRENCE s1,000 000 AGGREGATE $1,000,000 DEDUCTIBLE RETENTION S 10000 $ X $ B WORKERS COMPENSATION AND EMPLOYERS' LIABILITYER ANY PROPRIETOR/PARTNER/EXECUTIVE -1 OFFICERIMEMBER EXCLUDED? (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below N/A 4108060 710112012 07/01/2013 X WC STAM OTH- E.L. EACH ACCIDENT $1,000,000 E.L. DISEASE - EA EMPLOYEEI $1,000,000 E.L. DISEASE- POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) RE: Concrete Maintenance Project Phase II The City of Fort Collins, and any other entities as required, their respective officers and employees, are (See Attached Descriptions) L'a i i l a L9]\Ila City of Fort Collins Purchasing Division 215 N. Mason Street Fort Collins, CO 80522 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE 444-1/ c,L-, ACORD 25 (2009/09) 1 of 2 #S796446/M778117 O 1988-2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD JZS DESCRIPTIONS (Continued from Page 1) 1 listed as Additional Insureds as their interest may appear as respects General Liability, including ongoing operations, and Auto Liability. Insurance is primary and non-contributory. AMS 25.3 (2009/09) 2 of 2 #S796446/M778117 • SECTION 00635 CERTIFICATE OF SUBSTANTIAL COMPLETION TO: CITY OF FORT COLLINS (OWNER) DATE OF SUBSTANTIAL COMPLETION PROJECT OR SPECIFIED PART SHALL INCLUDE: PROJECT TITLE: 7509 Concrete Maintenance Project Phase II LOCATION: Fort Collins, Colorado OWNER: City of Fort Collins CONTRACTOR: Northstar Concrete Inc. CONTRACT DATE: MaV 28, 2013 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 f� AUTHORIZED REPRESENTATIVE DATE The CONTRACTOR accepts the above Certificate of Substantial Completion and agrees to complete and correct the items on the tentative list within the time indicated. CONTRACTOR AUTHORIZED REPRESENTATIVE DATE The OWNER accepts the project or specified area of the project as substantially complete and will assume full possession of the project or specified area of the project at 12:01 a.m., on . The responsibility for heat, utilities, security, and insurance under the Contract Documents shall be as set forth under "Remarks" below. CITY OF FORT COLLINS, COLORADO By: OWNER REMARKS: AUTHORIZED REPRESENTATIVE DATE SECTION 00640 • CERTIFICATE OF FINAL ACCEPTANCE TO: Northstar Concrete Inc. Gentlemen You are hereby notified that on the day of 20_, the City of Fort Collins, Colorado, has accepted the Work completed by Northstar Concrete Inc. for the City of Fort Collins project, 7509 Concrete Maintenance Project Phase ll. 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 May 28, 2013. In conformance with the Contract Documents for this project, your obligations and guarantees will continue for the specified time from the following date: , 20_ Sincerely, OWNER: City of Fort Collins By: • Title: ATTEST: Title: C_.I • SECTION 00650 LIEN WAIVER RELEASE (CONTRACTOR) TO: City of Fort Collins. Colorado (OWNER) FROM: Northstar Concrete Inc. (CONTRACTOR) PROJECT: 7509 Concrete Maintenance Project Phase II 1. The CONTRACTOR acknowledges having received payment, except retainage from the OWNER for all work, labor, skill and material furnished, delivered and performed by the CONTRACTOR for the OWNER or for anyone in the construction, design, improvement, alteration, addition or repair of the above described project. 2. In consideration of such payment and other good and valuable consideration, the receipt and adequacy of which are hereby acknowledged, the CONTRACTOR voluntarily waives all rights, claims and liens, including but not limited to, mechanic's liens, Miller Act claims (40 U.S.C.A. 270 a and b), stop notices, equitable liens and labor and material bond rights which the CONTRACTOR may now or may afterward have, claim or assert for all and any work, labor, skill or materials furnished, delivered or performed for the construction, design, improvement, alteration, addition or repair of the above described project, against the OWNER or its officers, agents, employees or assigns, against any fund of or in the possession or control of the OWNER, against the project or against all land and the • buildings on and appurtenances to the land improved by the project. 3. The CONTRACTOR affirms that all work, labor and materials, furnished, delivered or performed to or for the construction, design, improvement, alteration, addition or repair of the project were furnished, delivered or performed by the CONTRACTOR or its agents, employees, and servants, or by and through the CONTRACTOR by various Subcontractors or materialmen or their agents, employees and servants and further affirms the same have been paid in full and have released in full any and all existing or possible future mechanic's liens or rights or claims against the project or any funds in the OWNER'S possession or control concerning the project or against the OWNER or its officers, agents, employees or assigns arising out of the project. 4. The CONTRACTOR agrees to defend and hold harmless the OWNER, the lender, if any, and the Surety on the project against and from any claim hereinafter made by the CONTRACTOR'S Subcontractors, materialmen, employees, servants, agents or assigns against the project or against the OWNER or its officers, employees, agents or assigns arising out of the project for all loss, damage and costs, including reasonable attorneys fees, incurred as a result of such claims. 5. The parties acknowledge that the description of the project set forth above constitutes and adequate description of the property and improvements to which this Lien Waiver Release pertains. It is further acknowledged that this Lien Waiver Release is for the benefit of and may be relied upon by the OWNER, the lender, if any, and Surety on any labor and material bonds for the project. 0 Signed this day of , 20_ • CONTRACTOR: Northstar Concrete Inc. 0 Title: ATTEST: Secretary STATE OF COLORADO )ss. COUNTY OF LARIMER Subscribed and sworn to before me this by Witness my hand and official seal. Notary Public My Commission Expires: day of 20_, • E • EXHIBIT 2 — QUESTIONS, ANSWERS & REVISIONS QUESTIONS & ANSWERS 'Question: The bidding Documents say that it is 140 Calendar Days and then the contract portion says that it is 140 consecutive working days. Please confirm which it is since we are not allowed to work on the weekends. Answer: See Section 108, subsection 108.08 and 108.09, Please note that the contract is set up for 140 consecutive working days. The time clock will not be charged for weekend days (unless and exception is granted), weather day or a winter shut down days as determined by the Engineer. Question: What is the Warranty Period? Answer. Two years Question: Are there any permits that we need to get for this project? Answer: None Question: Where are the tabulations for the Laporte Avenue, Overland Trail, West Prospect and West Vine project areas? Answer. Please review the tabulation in .pdf file for Section 02500. These areas • were collected in a previous year and are tabulated differently than those collected and mapped in 2013. REVISIONS To all prospective bidders under the specifications and contract documents described above, the following changes are hereby made and detailed as follows: Section 604, subsection 604.06, page 27, delete the following two paragraphs. Additional depth and length of inlets will not be pay separately. "Additional One (1.0) Foot Depth" items for each inlet structure shall be measured to the nearest one quarter (1/4) foot and paid by the lineal foot. The typical inlet depth shall be three (3.0) feet, measured from proposed curb flow line to invert. "Additional One (1) Foot Depth" shall be the basis to increase or decrease payment when the actual depth varies. Payment shall be made in addition to the "Remove and Replace" item. "Additional One (1.0) Foot Opening" items for each inlet or deck structure shall be measured to the nearest one quarter (1/4) foot and paid by the lineal foot in addition to "Remove and Replace" or "Reconstruct Deck" item for the corresponding structure. "Additional One (1) Foot Opening" items shall be the basis to increase or decrease payment when the actual width varies. 0 Section 604, subsection 604.06, page 28, add; "Inlet backfill shall be with flowfill Addendum 1 — 7509 Concrete Maintenance Project Phase 11 Page 5 of 6 • • • SECTION 00660 CONSENT OF SURETY TO: City of Fort Collins, Colorado (hereinafter referred to as the "OWNER") CONTRACTOR: Northstar Concrete Inc. PROJECT: 7509 Concrete Maintenance Proiect Phase II CONTRACT DATE: May 28, 2018 In accordance with the provisions of the Contract between the OWNER and the CONTRACTOR as indicated above, for (Surety) on bond of hereby approves of the Final Payment to the CONTRACTOR, and agrees that Final Payment to the CONTRACTOR shall not relieve the Surety Company of any of its obligations to the OWNER, as set forth in the said Surety Company's Bond. IN WITNESS WHEREOF, the Surety Company has hereunto set its hand this day of 20 . (Surety Company) ATTACH: Power of Attorney and Certificate of Authority of Attorney(s)-in-Fact. SECTION 00670 APPLICATION FOR EXEMPTION CERTIFICATE DR 0172 (12/98) COLORADO DEPARTMENT OF REVENUE DENVER CO 80261 (303)232-2416 CONTRACTOR APPLICATION FOR EXEMPTION CERTIFICATE Pursuant to Statute Section 39-26.114(1)(a)(XIX) ON DO NOT WRITE IN THIS SPACE The exemption certificate for which you are applying must be used only for the purpose of purchasing construction and building materials for the exempt project described below. This exemption does not include or apply to the purchase or rental of equipment, supplies, and materials which are purchased, rented, or consumed by the contractor and which do not become part of the structure, highway, road, street, or other public works owned and used by the exempt organization. Any unauthorized use of the exemption certificate will result in revocation of your exemption certificate and other penalties provided by law. A separate certificate is required for each contract. Subcontractors will not be issued Certificates of Exemption by the Department of Revenue. It is the responsibility of the prime contractor to issue certificates to each of the subcontractors. (See reverse side). FAILURE TO ACCURATELY COMPLETE ALL BOXES WILL CAUSE THE APPLICATION TO BE DENIED. Registration/Account No. (to be assigned by DOR) Period 0170-750 (999) $0.00 89 - CONTRACTOR INFORMATION Trade name/DBA: Owner, partner, or corporate name: Mailing address (City, State, Zip): Contact Person E-Mail address: Federal Employer's Identification Number: Bid amount for your contract: Fax Number. ( ) Business telephone number: Colorado withholding tax account number: Copies.of contract or agreement pages (1) identifying the contracting parties, EXEMPTION INFORMATION and (2) containing.signatures of contracting parties must be attached. Name of exempt organization (as shown on contract): Exempt organization's number: 98 - Address of exempt organization (City, Slate, Zip): Principal contact at exempt organization: Principal contact's telephone number: Physical location of project site (give actual address when applicable and Cities and/or County lies) where project is located) Scheduled Month Day Year Estimated -- Month Day Year construction start date: completion date: I declare under penalty of perjury in the second degree that the statements made in this application are true and complete to the best of my knowledge. Signature of owner, partner or corporate officer: Title of corporate officer: - Date: DO NOT WRITE BELOW THIS LINE • • • 0 Special Notice Contractors who have completed this application in the past, please note the following changes in procedure: The Department will no longer issue individual Certificates of exemption to subcontractors. Only prime contractors will receive a Contractor's Exemption Certificate on exempt projects. Upon receipt of the Certificate, the prime contractor should make a copy for each subcontractor involved in the project and complete it by filling in the subcontractor's name and address and signing it. The original Certificate should always be retained by the prime contractor. Copies of all Certificates that the prime contractor issued to subcontractors should be kept at the prime contractor's place of business for a minimum of three years and be available for inspection in the event of an audit. Once an 89# has been assigned to you, please use the next five numbers following it for any applications submitted for future projects. This should be your permanent number. For instance, if you were assigned 89-12345-0001, every application submitted thereafter should contain 89-12345 on the application. The succeeding numbers will be issued by the Department of Revenue. DO NOT enter what you believe to be the next in sequence as this may delay processing of your application. • SECTION 00700 GENERAL CONDITIONS E 0 • 0 GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT These GENERAL CONDITIONS have been developed by using the STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT prepared by the Engineers Joint- Contract Documents Cof rnittec, RWI)C No 1910,8 (1990 Edition), as a Kisc Changes to that document are shown by underlining testthat has been added and striking through test that has been deleted. EJCDC GEN1 RAI, CONDITIONS 191 M (1990 EDITION) WITH CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) 0 Article or Paragraph Number 8; Titic DEITNITIONS TABLLE,OF Cowr.NTS QF cjLI,NL,,RAL CONDITIONS Page Article or Paragraph Number Number &Title 1.1 Addenda..._......:..................._.::.........1 1.2 Agreement.................:.........................I 1.3 Application for Payment ....................... 1 1.4 Asbcst-S 1 1.5 Bid ..................... .......... ........ ..._.........I L6 Bidding Docunient's............ ........ .......:I. 1.7 Bidding Requirements ................ .......1 LS B6nds................ :................................ 1 1.9 Change Order.---- ----- .......:....................I 1.10 Contract Documcnts•...........................1. 1.11 Contract Price„ Lu Contract Timmer, , ,,,,,, , ,, ,, ,,,_ ._... I 1.13 CONTRACTOR.................................1 1.14. defective.............................................1 1.15 Drawings ...........:................ ................. 1.16 Hffectivc Date of the Agreement ..._.., -,.,I 1.17 ENofNTEER......................... ......I LIS ENGINEER'sConsultant ..................,,.1 1.19 Field Order.........................................1 1.20 General Requirements ..................„�,.,, 2 121 Hazardotm Waste 2 I22.a Laws and Regulations, Laws or Regulations,,,_-_ 2 1 22.b Legal Holidays...:......................I......:.. 2 I:23 Liens ................................................. 1.24 Milestone ............................. ..._::._:.r 1.25 Notice of Award..................................2 1.26 Notice to Procced„.............................. 2 1.27 OWNER ........ ......................... ...........2 128 Partial Utilization.................•.-,,...,,....2 1.29 PCBs ...:.......................... ....................' 1.30 Petroleum ............................................ 1.31 Project.. ... ...... ..._... 1.32.n Radicnctive Material ............................2 1.32.b Regular Working Hours,•,,,,,,,,,,,,,,,,,,,,, 2 133 Resident Project Representative.....-,.....2 1:34 Samples ................................. ...........:2 L35 Shop Drawings . ...... .... . .......... 2 1.36 Specifications.....................................2 1.37 Subcontractor ..................................... 2 1.38 Substantial Completion ....................... 2 1.39 Supplementary Conditions,,,,,,,,,2 1.40 Supplier ................ I ........... o 1.41 Underground Facilities, .... ...... %3 L42 Unit Price Work .................................. 3 1.43 Work..................................................� 1..44 Work Change Direciivc ........... --.-_....., 3 1.45 Written Amendment ............... ............1 Page Number PRELIMINARYMATTERS................................3, 2,1 Delivery of Bonds :.................I........:.3 2.2 Copies•ofDm oeuents .....................:..3 23 Commencement of Contract Times; Notice to Proceed ..............: 3 2.4 Starling the Work :..................• ...... 3 2.5-23. Before'StartiiigGonstruction: CONTRACTOR's Responsibility to Report; Preliminary Schedtles; Delivery of Certificates of Insurance 2.8 Freconstructlon Conferencc,,,,,_ ...... 2.9 Initially Acceptable Schedules .,__,,:4 CONTRACT DOCUMENTS: MTENT, AMENDING, REUSR..........................................4 3.1.-3.2 Intent., ......................... ............. 4 3:3 Reference to Standards and Speci- �ficalions of Technical Societies; Reporting and Resolving Dis- crepa ne ies................................. 4-5 3.4 .intent of �Certdin'1•erm s or Adjectt es......::.. ...I.........:.:.. 5 3.5 Amending Contract Ductntents......... 5 3.6 Supplementing Contract Documents ................................... 5. 3.7 Reuse of Documents,..., ..... ...... 5 AVAILABILITY OF LANDS;. SUBSURFACE AND PHYSICAL CONDITIONS: REFERENCE PorteTs.............................. ..... .....5 4.1 availability of Lands .... ................. 4:2 Subsurface and Physical Conditions_..........I.......................6 a 2.1 Reports and Drawings ......... ..6 4.2.2 Limited Reliance by CONTRAC- TOR Authorized: Technical Data...................................,.:..:... 6 4.2.3 Notice of DitFering Subsurface or Physical Conditions..................6 4.2.4 ENGiNF.F.R'sReview......................6 4:2.5 Possible Contract Documents Change.........................................6 4.2.6 Possible Price and Times Adjustments: ..... ....................... 4.3 Physical Conditions--UnIderground Facilities ....................................... 7 4.3.1 Shown or Itidi6mcd.....,._.. _............. 4.3.2 Not Shown or Indicated ,,,;..,,- ...... -;,.7 4.4 Reference Points, LJCDC GENERAL CONT)HIONS 1910-S (1990 EUFOON) w/ CiTY OF FORT.COLUNS MODIFICATIONS (REV 91 ) 0 • Article or paragraph Page Article or Paragraph page Numh,r&*I'itle Number NumIxr &Title Num 1wr 4.5 Asbestos, PCBs, Petroleum, 6.25 Submittal Proceedures; CON - Hazardous Waste or iRACTOR!s Review Prior Radioactive Matcrial-_ ................ 7-8 to Shop Drawing or Sample Submittal ............ 16 5. 13ONDS AND INSURANCE.., ........... ...... :. .......... 8 6.26 Shop Drawing & Sample Submit- 5.1-5.2 Perforniance, Payment and Other talc Revie%, by ENGINEER ...... 16-17 Bonds 8 6.27 Responsibility for Variations 5.3 Licensed Sureties and Insurers; From Contract Documents-,.,., ....... 17 Certificates of Insurance,.._„_.........._. 8 6.28 Related Work Performed Prior 5.4 CONTRACTOR's Liability to ENGINEER's Rdvicw and Insurance ..........................................9 Approval of Required 5.5 OWNERs Liability Ins&ance., ............. 9 Submittals., ................................. 17 5.6 Property Insurance ................. _ ...... 9-10 6'29 Continuing the Work ........ .............. 17 5.7 Boiler and Machinery or Addi- 6.30 COMRACTOles General tional Property Insurance„................ 10 Warrantyana Guarantee, ....... ...... 17 5.8 Notice of Cancellation Provision ......... 11) 0.31-6,33 Indemnification... ....... 17-18 5.9 CONTRACTOR's Responsibility 6.34. Survival of Obligations,,,,;,,,,,,,,,,,,,, IS for Deductible Amounts 10 5.10 Other Special Insurance...._ ..............10 7. OTIIERWORK .................................................. IS 5.11 Waiver of Rights ................................11 7.1-73 Related Work at Site .................... IS 5.12-5.13 Receipt and Application of 7A CoorditatioR., --- ........... I ... 1 ........... 18 Insurance Procceds 10-11 5.14 Acceptance of Bonds and lmu- S. OWNER'S RESPONSIBIT.TTIES ......................... )8 ance- Option to Replace ................... 11 8.1 Communications to CON- 5.15 Partial Utilization -Property TRACTOR ­ ........... ............... Is Insurance ... .............. 11 8.2 Replacement of ENGINEER .:.;; ....... IS 8.3 Furnish Data andPay Promptly • 6. CONTRACTOR'S 6.1-6.2 RFSPONSll3IlXl`IFS..:..: Supervision and Superintcndcnc4 ....... I I 11. 8.4 When Due Lands and Easements; Reports is 6.3-6 5 Labor,* Materials and Equipment... 11-12 and Tesis 18-19 6.6 Progress Schedule,:.,- ........................ 12 8.5 Insurance._:,._.....11 ......... - ........ I .... 19 6.7 Substitutes and "Or -Equal" Items, 8.6 Change Orders ............. ............... 19 CONTRACTOR!s Expensc; 8.7 Inspections, Tests and Substitute Construction Approvals............ I ...................... 19 Ivfethodls_or Procedures; 8.8 Stop or Suspend Work: ENGINEFR's Evaluation 12-13 Terminate COM'RACTORs 6.8-6.11 Concerning Subcontractors, Services,...,: ................................ 19 Suppliers and Others; 8.9 Limitations on OWNER'S Waiver of Rights ............ _ ........... Responsibilities ................. ......... :19 6.12 Patent Fees and Royalties ..............I.....14 9.10 Asbestos, PCRs, Petrolc6m, 6.13 permits.- ..... ................. ­ ................ 14 Hazardous Waste or 6.14 I.mvs and Regulations.' ................... . . 14 Radioactive Material - 19 6.15 Taxes ................ I ..... I 4- 15 8.11 Evidence o 1717inanciil 6.16 Use of Premises ........ .... : ........ ......... :l ' 5 ArranYemenis.......:..................;. 9 6.17 Site Cieanlines!i ................................ 15 6.18 Safe Structural Loading ............... ; ...... 15 9. ENGINEER'S STATUS DURING 6.19 Record Documents........._CONSTRUCTION ....:..............IS ........ ....................... ............. 19 6.20 Safety and Protcction ....... 5-16 9.1 OWNER's Representative ................ 19 6.21 Safety Representative ......................... j6 9.2 Visits to Site .................. .... 19 6.22 Hazard Communication Programs ...... 16 9.3 Project Representative ............ .. ... 19-21 6.23 s Emergencie, ..................... _ ............ 16 9.4 Clarifications and Interpre- I . 6.24 Shop Drawings and Samples ..............16 tations .................. ....... .......... 21 9.5 Authorized Variations in Wrk Bork : 21 EJCDC GENOUL CONDI-11ONS 1910-5 t1990 UD1110M WI CITY OF FORT COLLINS MODMCA-noms, (REV 9091 0 Article or Paragraph Page Article or Paragraph Number &,Title Number Number &TiLlc 96 Rejecting Defective Work ................... 21 9.7-9-9 Shop Drawings, Change Orders and Payments ................ ..... .............. 21 9.10 Determinations for Unit Prices 21-22 9,11-9.12 Decisions on Disputes, ENGI- NEER as Initial Interpreter ... . ....... _22 9.13 Limitations on ENGMT ER!s Authority and Responsibilitie4 ..... 22-23 CHANGES IN THE WORK..........................23. lo.] OWNFR's Ordered Change ................. 1�3 10.2 Claim for Adjustment ....................... _23 10.3 Work Not Required by Contract Documents 23 10.4 Change Orderq ..................................23 ioi Notification of Sur6ty ....... 13 ..... 2 CHANGE OF CONTRA0' PRICE..............................23 . 111-11.3 Conlract Pri.ce; Claim for Adjustment; Value of the Work ....... ....................... __:23-24 IIA Cost of the Work 24-25 11.5 Exclusions to Cost of the Work ........... 25 0.6 CONTPACTOR's Fee ............ ............. * 25 11.7 Cost Records ....................... ..... 2S-26 11.8 Cash Allowances 26 11.9 Unit Price Work ..............................26 CHANGE OF CONTRACT TIMES ............................26 12.1 12.1 Claim for Adjustment .......................26 12.2 Time of the Essence ................ ....... _16 12.3 Delays Beyond CONTRACTOR!s Control 26-27 12.4 Delay-, Beyond OWNER'S and CONTRACTOR!s Control ................ 2 7 TESTS AND INSPECTIONS; CORRECTION REMOVAL OR ACCEPTANCE OF DEFECTIP-E WORK .................................................. 27 13.1 Notice or Defects ...............................77 13.2 Access to the Work— ......................... 27 131.3 Tests and Inspections; CONTRACTOR!s Cooperation,,,,,,,,, 27 13.4 OWLNER!s Responsibilities; Independent Testing Laboratory ....... 27 13.5 CO\ArrRACTORs Responsibilities ...............................27 13.6-13.7 Covering Work Prior to Inspec- tion, Testing or Approval .................27 iv 13.8-13.9 Uncovering Work at ENGI- Page Number NEER!s Request .... ................. 27-28 13,10 OWNER May Stop the Work,..,:.,.,, 28 1311 Correction or Removal of Deecfive Work ........... ........ 128 13.12 Correction Period ................ .......... 2F 13.13 Acceptance'ofDc:fechve Work ......... 2S 13.14 OWNER May Correct Defective Work 28-29 PAYr,4FNTs TO CONTRACTOR AND COMPLETION 29 14.1 Schedule of Values .........................29 14,2 Application for Progress Payment..................................... 14.3 CON'TkACTOR's Warranty of Title 29 14.4-14.7 Review of Applications for Progress Payments ................. : 29-30 14,8-14.9 Substantial Compleiion ..................30 14,10 Partial Utilization.: .... ....... .... 30-31 14.11 Final Inspection .............................. �l 14.12 Final Application for Paymenj ........ 31 14.13-14.14 Finn] Payment and Acceptance .... ­ 31 14.15 Waiver of Claims.._ ................... 31-32 15. SUSPENSION OF WORK AND TERMINATION .............................. : .... : .......... _32 153 OWNER May Suspend Work,,,,,,,,, 32 • 15.2-15.4 OWNER May Terminate ' "'** * -***** 32 Is.,; CONTRACTOR May Stop Work or Terminate 32-33 16. DISPUTE RFSoumm ................ ................. 33 17. MISCELLANEOUS 33 17; 1 Giving Notice ................................ 33 17.2 Cornputation orTimes * ........ .......... 33 17.3 Notice of Claim 33 17.4 Cumulative Remedies ...................... 33 17.5 professional Fees and Court Costs Included ........... ............. :...33 17.6 Applicable State Laws,,,,,,,,,,,,,,, 33-34 Intentionally left blank ............... ....................... 35 EXHIBIT GC -A: (Optional) Dispute Resolution Agreement., ........... I ........ GC -AI 16,1-16.6 Arbitration ........ C-A 1 16.7 Mediation ..............................:GC -Al WCDC: GENERAL CONINTIONS 1910-8 (1990 EDITION) WICITY OF FORT COLONS MODIFICKnONS (RFV 9190) • 0 • 9 INDEX TO GENERAL COMMONS City of Fort Collins modifications to the GenernI Conditions of thcX,onstruction Contract aic not shown in this index Article or Nragraph Number Acceptance of - Bonds and Insurance .... .............. ........... ......5.14 defective Work .... __ .................... 10.4.1, 13.5, 1 3L. I final payment ...... : ............... ......... w. M2, 14.15 insuraince .........................................................5;,l 4 ,other Work by CONTRACTOR., � I . 7.3, I � 'Substitutes ,.and."Or,-I,�lyal! Items _¢.Tl Work,by'OkVNFR ... ,Xmess to the-- Lands, OWNER anclCOYFRACTOR responsibilities .............................................. 4.1 site, related Work.- ... ..... . ............ .............. 7.2 Wcik . ........................ :_ ............... 13:2, 13. 1 4, 14.9 Acts or Omissions--, Acts and Omissions-- :COINTRAC71'Ok ........... 6.9.1, 9.13.3 FKI("INEER 6. 1 2019.1 . 3.3 OWNER I ....................... ­­1 ....................... .20.8.9 - Addenda --definition of (also see definition of Spccifications), ......(I z6, 1.10, 6,19), t. I Additional Property Insurrinceq .................. .............. 5.7 'Adjustments - Contract Price or Contract ...5, ....................1-5.3, 3.5, 4. 1, 4.32, 4.5.1 ... .........9.4, 9.5, 16.2-10.4, 11, 12, 14.8. 15.1 progress schedule .... ..................... ...... 6.6 Agreement -- definition of ................. .......... ........ ............. J.2 "All -Risk" Insurance, policy form._ ........................ 5. 6.2 *11.8 Ailowances, Cash,, ....... .......... ............................... Amending"Conti-Rct Documents ................................ 3.5 Wriiten-- in general ................ ].10, 1.45, 3.5; 5.10 5. 12; 6.6.2 .......................... 6.8.2, 6A9, 10.1, 10.4, 11.2 12.17 13.12 .2; 147.2 Appeal, OWNER or co,\rrRAcToR intent,to .......................... 10:4, 16.2, 16.5 Application for Fayin ent-- definition of ....................................................... J.3 FNGTNMFR',; ResporiSibility ................................9.9 final payment.... .......... 9. 114, 9.13.5, 14. 12.-'] 1 4.,15 in.general .................. ...... 2. S! 2.9, 5.6.4, 9.10, 15.5 proiress payment ..... ......... ; ....... w .............. 14.1-14.7 review of .............. I .. ...... ........ %14.4-143 Arbitration : ............. . : ......... ..................... ..... 16.1-16.6 Asbestos -- claims pursuant thereto...___................ ..4.5.2, 4.5.3 CONTRACTOR authorized to stop Work ... 4.5.2 de5nition of IA. Article or Nragraph Nurnber 6XVNE'R respongibility.for ......... .................... 4_5'1, 9: 10 pwihlc priceq and timcS6;mgc ­ ...................... - 4.S2 Authorized Variations in Work......._ 3.6. 6.25. 6.27, 9.5 Availabilit%l ofUnds 4.1. 8.4 Award "Notice of defirte,c1_4 ........ ......... ................ 1�25 t Betare, Starting Constructioq ..... ............ 25-2 .8 Bid--dofinition of ......................... 115 i'l 1. lb, 2:3, 33, ...... .................. 4,2.6,4, 6.13, ll.4Jj 1.9. 1) Bidding Documents -definition of (6.&2) Bidding Requi , rements-4jefiriition of 1.7 (1.1, 4._�.6.2) Bonds— acc.eplance of ..................................................... 5.14 additional bodds ................. . . .. .... 114..5.9 Cost of the Wort. -,.*. 11. SA definition oC IS delivery of;..,. ............................................. :Z.I, 5.1 final Application for Paymen . t ' 14-12-14.'14 general ............................ .......... 1.10, 5.1-5.3, 5,13, .............. I ................. 10.5, 1,43.6 Performance, Payment and Other;,,,,, ...;5.1-5 2 Bonds and Tn'surance-tin general... ........................ _�_5 Builder's risk "all-risk" policy form,. ......... _ 5.6.2, Cancellation Provisions, Insurance ......... 5.4.1 515 (lash Allowaneq ....................... ........................... j 1.8 Certificate citificate of Substuritial Completion,,,.. 1.38. 6:30]23, ....... w ............. 14.8, 14-10 Certificates of Inspection;,,,, :9:114, 13:5,,14.12 Certificiitbs of Insurance ....... �2: 7. 5.3. 5. 4. 1 !,5.4. 1 ...... ...... :5. 1 6.5-5.8,5. 1.4, Si, 114, 14.12 Change in, Contract Price_ Cq sh Allowances ...... ............... w ................... 11.8 ,claim for,pritie adjustment� ....... .... 4j, 4.2.6, 4.5, 5.15, 6.8.2, 9A ........... ....... 9.6. 9.11, 10.2, 10.5, 11 .2. 13.9. ....................... 33.13, 1114, 14. 7, 15.1. 15.5 CONTRACTOR's fee 11.6 Cost of the Work,. .general...... _............ .................. 11.4-11.7 to.., ... : ....... ....... ......... 3 1:5 ,Exclusions Cost Records 11.7 in general,..,. .i.421.9.1 10.4.3, 11 Lump Sum Priciig .......................................... 11).'2 N6tification of Surcty ........................................10.5 Scope of,,, I ­ .... - ­ ...... ..... * .... ... ­.� ........ 10.3-10.4 Testing and Inspection. Uncovering'the Work ................... ....... 139 EJCW. GENERAL CONDITIONS 1910-8 199 - 0 EDIUOM wt aTy orrou COLLINS Morin 6-no­,,ts'(RF.v qiqq) • Unit price Work_.......---.............................11.9 COINTRACfOR's Fee- -------- ............. . ............. 11.6 Article or Paragraph Ntimbcr Value of Work 11.3 Change in Contract Times -- Claim for times adjustment,.,..,, .. 4.), 4,2.6,4.5, 15; ............ 6.8.2, 9.4. 9A 9.11, 10..2, 10,5. 12. 1 , ............ 1-119, 13.6, 13.14, 14.7, 15.1, 15.5 Contractual time limits.,......... „ ,. : ................ 112) 'Delays beyojid CONITRACTOR!s control ........ ....... ............... ........... ... 12;3 Delays beyond OWNFR's and CONTRjACTORs control .......................... ;j 2.4 ,Notification of surety .........................................103 Scope of change ............ .......... . ............... 10.3-10.4 Change Orders - Acceptance ofDefiective .............. 1113 Amending Cgritract Docuni en ts ...... ......... 3-5 ("ash Allolvilneex, ............... ......... ...... ...... 1 1.1 1:-X Change of Contract Price ....................................:I I Change of Contract times ...................................12 Changes in the W .. ........ .. . ?rk ... .... ....... .. -10 Cdr,h-RACTOR's fee ................................. ; ...... 11 .6 Cost of the Work ............... IIA-11-7 Cost Records .... ......­11.7 ...............11.7 definition of.* .. ............................................1.9 emergencies ......... F,4 ....... ..... ,.........623 ENGiNEER's responsibility ....... 9.8*, 10.4, 11.2. 12.1 execution of.....-.-1 ...... .............................. _10.4 Indemnifiction ...... .................. 0.12, 0.16, 6.31;633 Insurance, Bondsand ........................ 5.10, 5,13: 10,5 ONVINFER may terminate .............................. 15.2-15.4 OWNT FER's Responsibility .............................5.6, 10.4 Physical Conditions - Subsurface and,... .............................. ....... 4.2 Underground Facilities .................... ........... 4.3.2 Record Documents fi, 19 Scope of Change .................................. .... 10.3-10.4 Substitutes ................. ........ j6.7.3. 6.8;2 Unit Price Work ................................... value of Work,.covcfed by .... .................. ...... 113 Changes in the Work...:,......_.......... I ....... Notification of surety. ........................... ............ 10:5 OWNERs and CONITTF-ACTORs. responsibilities ...................:.......................:10.4 Right to an adjustment ...................................... IOZ2 'Scope of change ......................... I ........ :10.3-10.4 Claims -- against CONTRACTOR ........... ........................6.16 against ENGI[NTEER ......................................... 632 .against OWN%R ............................* .......*......... * 6.32 Change of Contract Price,,,,,,,,, ,, ,, .9A. 11.2 Change of Ccritrict Times ......................... 4.4, lil CONTRACTORs ............. A. T I, 9A, 9.5, 9.11. 1 2, ........................... 1 LZ 11,9, 12. 1, 13.9, 14.9, 15.1. 15.5, 17.3 Article or Paragraph Number CONTRACTOR!s liability;,; .. : .... 5.4, 6.12, 6. 16, 6.31 Cost of the Work.:........._ 1-4, 11.5 Decisions on Disputes ............................. _9.11, 9.12 putc Resolution Dis .......... ................................. 16.1 Dispute Resolution Agreement ............ ..... 16-1-16.6 ENGMTEER as initial intei-prelot .... ........... 911 Lump Sum Pricing.....__.._ ....... ...... 1133.2 Notice of ............. I ......................... ..... ........... 1.3.3 OWNFX's ........ : ........ _.9-4; 95,9.11, 10,3,; 11,2, IL9 ........ ... ............ 12.1, 13.9, 13.13. 13.1.4. 17.3 ONVNE,ws liability ......... ................ ..... .............. 5.5 OWNER may refuse to make payment ... ............ 14.7 Professional Fees and Court Costs Included.... ....... ....... ........ 17.5 request fol f6rinal decision on,,,,, .......... ; ....... Substitute Items 6.7.1.2 Time Extensibn ......:..........................................12.1 Time requirements......_„....:................. _-.9.11, 12.1 Unit Price Work ......... ................. ---------- 11.9.3 Valueof ...........................................................11.3 waiver,of-oli 174111 Payrrient... ......... ..... 14.14 14,15 Work Change tiirective, . .............. ........ .......... iO.2 written notice required ...................... 9.11, 11.2, 12.1 Clarifications and lntcrpretation7 .... ....... 3.6.3, 9.4. 9.11 Clean Site ........... .................. ............ G. 17 Codes of'l'c,,ch-nical$c)c.icty,'Orianiz,.i'ti6n or Association ..................................................33.3 Commencement of Contract -Timci ........... _ ......... : ... 2.3 Communications - .general ..............................................0.2, 6.9.2, 8.1 Ilazard Communication Programs ....................... �.22 Completion - Final Application for Payment .........................14.12 Final Inspection..........:--,._ ............................ _14:1 1 Finil Payment and Acceptance, ....... .... 14.13-14.14 Partial Utiliwion ..................... ......... 14.10 Substantial Completion,,.. ,-„ ......... _139, 14.8-14.9 lk-,6er Of Claims : ... :. 10 ...4.........14.15 Corn ' Out ' ation of Times„ ...... .............. .2. 11.2.1-172 Concerning Subcontractors, Suppliers and Others ....................... Conferences - acceptable, schedules ................. ............. 2.9 ruction........ ........ ............... 2,8 ror, Ambiguity, Disciepancy- ACTOR to Report ......................... :.2.5, 3.3.2 n. before starting by 2-5-2.7 n Machinery, Equiliment, eic,..., ............. 6A the Work ........................... __.6.29, 10.4 ng........ ; ........................................... : ...... 3.5 5.1 LJCDC GENERAL COMXIIONS 1910 -8 (1990 LDITION) M11CITY OF FORTCOLUNS MODIFICATIONS (RFV 9199) 0 0 material meeting CDOT standards and shall be incidental to the inlet cost. The • Contractor shall allow sufficient time for the flowfill to harden prior to placing curb gutter or pavement adjacent to the inlet." REVISED BID SCHEDULE TRAFFIC CONTROL LINK AND CLARIFICATION https://www.google.com/fusiontables/DataSource?docid=1 g9yw7rK9U2egfePJOZm9i6z 1 TT4ZWIDrC5Lhi9M&pli=1 #map:id=23 This can be used to view the concrete repairs and locations collected in 2013 in a Google map view via the internet. Copy and paste the link into an updated web browser such as Google Chrome (google.com/chrome). Each balloon on the map represents a concrete piece, clicking on the dot will bring up a window to view the type of concrete and the measurements in feet. Note: actual locations may vary slightly from the field. Please not that tabulations for the Laporte Avenue, Overland Trail, West Prospect and West Vine project areas were collected in a previous year and are tabulated differently than those collected and mapped in 2013 and are thus not included on this mapping. The Contractor is encouraged to review the tabulations for these areas in Section 02500 and to assess the removal /repair markings in the field to accurately assess the traffic control needs for these project areas. 0 Addendum 1 — 7509 Concrete Maintenance Project Phase 11 Page 6 of 6 0 0 Cash Al lowance Article or Pdragraph Number ,Change of Contract Pric6 ......... I .............. J1 Change ge of Contract ....... 11 .................... 12, Changes in the Work 10,4-16.5 check and verify .......................... I .............. 15 Clarifiaitions anti Interpretations,,.., ..................... 3,2, 3,6, 9.4,9. 1,1 definition of• ............ .................................. ..... 1.10 E .1-WGINFR as initial intapr,etcr of .......... : I ..... �_9. 11 FKxm\,FF.k as 61Vijt..ks, representative .............. 9.1 geheriiB Insurance 5,-3 intent .11 ................. ...... minor -variations in the Work ..... ........................ 3.6 OWI1FR's responsibility to furnish data. O�VNER's responsibility to make prompt pnyment, ......................... 8.3, 14.4, 14:13 015cedenec 3.3.3 Record Documents 6.19 Reference to Statidar& and Specifications . oft -ethnical Societies ..... ............................. 3.3 Related Work..... ........................ 7.2 Reporting and Resqlving Discrepancies,_ .... :15;,313 Reuse of ................... ............................... ...... 3>7 Supplementing .... ; ............... .......... 'ie6t Termination 6f ENGINEER!s.LruPi� .... S.-) Unit Price Work, ................. .................... ....... 11.9 Variations .......................................... 3.6, 623, 6.27 Visits to Site, FNGINEFR .. ............................ _... 9.2 Contract Rice -- adjustment of„ .............. 3.5, 4112 9.4, 10.3; 11.2-1.1.3 .Change of, ....... ............... ; ....... I ................. _ ....... 11 Decision on Disputes .................. ...................... 9.11 definition of,..... I ............. ............................. 11,11 Contract Times -- adjustment of .......................... 3.5, 4.1. 9.4-10.3, 12 ,Change of .............. .......... ............ 12.1-12.4 Commencement of definition CONTRACTOR - Acceptance of Insurance 5 -.14 Communications.,-, ................................. j6.2,•6.9.2 Continue Work,.:.:... ........... ­ ..... ........ :.:6.29. 10.4 coordination and scheduling ........... .. .......... 9.2 definition of ........................ ....... ................... J, 13 Limited Reliance'Oh 'Technical Data Authorized- ............... ...................... 4.2.2 na May Stop Work or Term i' ig. 15.5 provide site access to others ... ......... ... �72_13:2 'Sifety and Prote-ction... ....... : ... .... 4.3.1.2. 6.16t`6. 1 8, ............I.................. ... 621-6.23, 7.2,13.2 Shop Drawing and Sample Review Prior to Submittal ... 6.25 �ii Stop Work- requirements., .... ............ 4'3:2 CONTRACTOR's- Article or Paragraph Number Compensation on ­ ... . ..... 11.1-11.2 contin6uig 'Obligation ..... .......................... .. 14.'15 'Defective Work. ,. ,9.6. 13. 10-13.14 Duty toicorrcctdefectAv w6rk.,_., .... ............. J111 Duty to,Report­ Changes in the Work caused by Hinergen6y...-, " ...... 4.� ............... - :6.23 Defects in Work of Others,,,,,,,,,,,,,„ , 7:3 Differing,cdfi.dition3 .......... ....... I ....... �. 4.2.3 Piscrepancy.in Documents ......... 2 .5: 3-3.2, 6,14.2 Underground Facilities not indicated .... _ .... 43.2 Emergencies. ........ ....... a FquijjmcAta'ndi%;lachincn Rent41 *�Ccst orthe Work :.11,4.5.3 Fee --Cost Plus 11.5 1, 11.6 General WHrran'ty an d Guarantee,..,.. ...... 6.30 Hazard Communication Programs ..........6,22 ........... Indemnification 2__ 6.12 - 6-31-'6.33 6.16, Inspection of the Work ............................... 7:3, 13.4 Labor, Materials and Equipment ......... I .......... 63-6.5 Lawscind 12egulstions, Compliance by _6.1 4.1 Liability Insurance ............... .............. : ........... :5.4 Notice of Intent to Appeal ....... .................. 9:10, 10.4 obligation to perform and cbm6leic' theWork. .................... ......................... 0:30 Patent Fees and Royalties, paid for by ................ 2 performance and Other'Bonds: . , . .................... . 5.1 ..... ....... - Permits, obtained and paid f6f bq, .............. ; : ...... 6.13 Prowess Schedule .., ....................... 2.6. 2.8. 2.9. 6.6. ... 6.29, 10.4,-15.11 Request for formal decis,ionon.disp4tcs, ....... _9_1 1 Responsibilities— Changes in�.thc Work-,.... -,-, ............. 0, 1 Concerning Subcontractors, Suppliers and. Others ........ _; .............. ...... Continuing the Work .... ...................... Oe29, 10A CONTRACTOWs ckpcnse ............... ... 6.7.1 CONTR I ACT I OR!s General Warranty and Guarantee 6-30 CONTRACTOR'S review prior to Shop Drawing or Sample submittal,..,,,---, .... :,15.25 Coordination of Word 69.2 Emergencies .......................................... ... :,6.23 ENGINEMR!s evaluation, Substitute's or "Or-H* ual" Items ,q 6.7.3 For Acts and Omissions of Others n:9_1-&9f2, 9.13 for deductible arnounts;iniur:anc,,.. general ........ ; ...................... ......... 6, 7.2, 7 3,9 8' . Hazardous Communi6tion Programs........-. . 6.'� . -2 Indemn.ification ................................... 6.31-,6.33. EJCDC GENUCAL coKnioNS 1501�-S (1990 EDYF10M wl MY OF. FORT COLLINSMODIFICAMNS (PLEV 9/99) Labor, Materials and Equipment ............ _ 6.3-6.5 CYNO'RAGTORS-=&hcr. ........... ...... ------- .................... 7 Laws and Regulations ............... 6.14 Contractual Liabilitv Insurance 5.4.10 Liability Insurance;,.__._...,_, I --------- 5.4 C I untrue I tur�l T , ime . Li . mits I . ................................ 12 1 .2 , ........................... ....... ..................... Article or Paragraph Number Notice of variation from Contract .............................. ...... ... 6,27 Patent Fees and fz6yalties� .......... .............. ... 612 Perrnits;.% ......................... .......... ....... Progress Schedule ......................... Record Documents.',...... ........... ....... I ............ 6,19 related Work performed prior to ENGINEERs tipproval of required submittals : .......... _ .............................. j.28 safe structural loadim, ......... ........ 6. i8 Safety and Protection ........ ........... j5.20, 7.2, 13.2 Safety Representative, ................... __ ... .... :6.21 Scheduling the Work .................................. 6.9.2 Shop Drawings and Svrnpl&q ......... .............. C, 4 Shop Drawings and Samples Review' by ENd FINTEER ... .............. ........... 6.26 Site Cleanliness...--`.-,- 6.17 SUbmhWl Procedures ................. .................6.25 Substitute Construction IvIcthods and Procedures.._ ...... Substitutes and "Or -Equal' Items ................6.7.1 Superintendence ...... * 6.2 Supervision ........ ............................ ........... -.0. 1 Survival of Obligations.,, .... ..... ................... 6.34 Taxes...... ......................................... .......... k15 Tests and Inspection,:-, .................. ......... 13:5 ToReport ...... ; ............. ........................ 2; 5. Use of Premises .......... ........... 0. 16-6.18. 630.2.4 Review Prior to Shop Drawing or Simple Submittal .............. * ..... .. * ... .... .. 625 Right to adjustment for changes in the Work ..... 16.2 right to claim ............ 4, 7.1, 9-4, 9.5, 9.11, 1.0.2'.] 1 .2, .... 11.% 12A. 119, 14.8, 15.1. '1'3'rotcction.................. 15.5, 17.3 Safety and 6.20-6.2 2. 7.2, 13.2 Safety Represerilative............................ 6:21 Shop Drawings and Samples, Submittals,,:,6.24-6.28 Spe6al Consultants.,,...__..............................11.4.4 . ... ... .. ... 11.4.4 Substitute Construction Methods and Proccclurcs.6.7 Substitutes and "Or -Equal" Items. Expense.., ...... : .................................. 63.11, 6.7..2 Subcontractors, Suppliers and Others .......... 6.8-6.11 Supervision and Superinteridence ......... 6A, 6.2, 6.21 Taxes. Payment by ........................................... 6-15 Use of Premises.....„....-_ .................. ....... 6.16-6.18 WarrHfities.and guarantees,,,., .................... 0.5.,6.30 Warrantv of'ritic .............. ...... ........ 14.3 Written Notice.Riquired- CONTRACTOR stop Work or term inate ........ 15.5 Reports of Differing Subsurface and physical Good'itiors, ............. ..... A.2.3 Substantial Completion... ... ........... ...... 14.8 Article or Paragraph . . Nuniber Coordination- CONTRACTPR's responsibility.......... .............. Copies of Documents ...... .................. ................ 2.2 Correction Period, .... ........... !. .................... 13.12 'Correction. Removal or Acceptance of Defective Work- in general ................................... 10-4.1, 13,16-13.14 A6ccpt6ffce e o[DI e ciii, Work.:.. . -.fe ...........13.13 _ Correction or Removal of Defecirve Woik .................................6.30, 13.11 Correction Period ...... I ...................................... 13.12 OWNER May Correct Defechve'Work ............... 13.14 OWNER MayStop Work . ......................... 13.10 Cost - Tests and Inspections .......4......... ..........13.4 .of Records 11.7 Cost of the Work - Bonds and insurance, addiiional ...... ............ ) 1.4.5.9. Cash Discounts ..... : ..... :: ..... ............................ j 1 .14,2 Ci)N-I'RACTQR's Fee .... .............................. 11A Employee Expenses ......................................11.4.5.1 Exclusions. to ...... I..... 1. L5 General 1 1.4=1 1.5 Home'office and overhead expense;..,,,, ..............11.5 Losses and damages.....................................11.4.5.6 Matcrials and equipment, ............. .......... 11.4.2 Minor expenses ............................................11.4.5.8. Payroll costs on changes .................................11.4.1 performed by Subcontractors„ .............. ............ 11.4.3, Recordsl 1.7 Rentals of construction equipment and machinery..... .. .... I-- ........ ....... 11.4.5.3 Royalty payments, permits and license,fees.; .............. ................... ....... Site office and temporary. lbc.ilities_ .............. 1 !.4 ' 35.2' Special Consultanti,COINTRACTOR's ..... : ....... 11 4:4 Supplemental ................. .............. ......... )1.4.5 Taxes related to the Work 1 ................... 11.4.5.4 ........11.4.5.4 Tests -arid Inspection ........... 1. ................ ............. 13.4 Trade Discount's 1. 4.2 Utilities, fuel and sanitary racili I tie's .... ......... j 1:4.5.7 Work after regular hours .................................11.4.1 Covering Work;._ ......... ........................ __-11�6-13.7 Cumulative Remedies ............... 17.4-17.5 Cutting, lilting and patchiniz ............... ............ T2 Data, to be furnished by, OWNER ............................... XJ bay-de,finiticm of ........... ;. .................... ..... j 72.2 D&isions on Disputes ....... b ............................. 9.11, 9.12 defective --definition of..._ ....................._......... ..... 3.14 defr eqive Work-- Acceptance of .......... 7 10.4.1. 1113 frcuc (jl:NERAL (;oNlyrioNs i9io-s (iggo tit)rrioN) w/ CITY OF FORT COLUNS MODIFICATIONS (REV 9A)9) 0 0 0 Correction or Removal of 10, 4.1, 1311 -fouection.Pcriod, ............ ........ ................... in -general ......................................... 13. 14.7. 14.11 Article, or ParHgraph Nunib&, Observation by ENGINEER .................... a .......... 9.2 OWNER May Stop Work .... ............... ...13, Piompi Notice ofDefects.......... : ............. 13"1 .Rejecting......:::: ......................... .. ...... 9.6 Uncoverinj the Wor4 .......... ......... 13.8 Definitions ........... ...................... ...... - ....... I Delays ...................................... 4,1, 6.29, 12.3:12.4 Delivery of Bonds ....... : ................. ............... 1. : 11 Delivery of certificates ofjnsurancc�.. ............ 2.7 Deterin ihaticars for Unit Prices :.9, 10 Differing Subsurfince,or Physical Conditions - Notice of ..................................... 4.2.3 - - -,- ENGINEER's Ro-iexv 4.2.4 .Possible C ofitract D o c u an c i i t s Change,,,, 4.15 Possible Price and Times Adjustm entr ............... 4�2.6 Discrepancies -Reporting and Resolving...-... ......... ............ 2.5,33.2, 6.14.2 , ution-- DisputeResolution-- Agr&nwnt ............... .................. FJ61-,161.-6 Arbitration ............... 16-1-16.5 general 16 Mediation .........................................................16.6 Dispute Resolution Agreement,,, ,, „ ,. . 16.1-16:6 Disputes,, Decisions by FNGINF.FR ..... ......... _,9.11-9. 12 Docurn ents-- CoPiLs-of 2.2 Record 6.19 Reuse of .............. - .............. ....... 3.7 -1-1 ....... Drawings -'definition of ................ .............. ......... :J.15 Fasemenis.... ....... ! ........................ ............. ....... 4.1 . : Effective date of Agreement.-- definition of,,, _ _.:J. 16 Emergencies............. .............. ......... - ............. 6.13 ENGINTEER-- as initial interpreter,on disputes� ................. 9. 11-9.12 definition 17 Limitations on authority and responsibilities, ,,,; :9.13 Replacement of ..... ........................................... :8.2 R6iident Projeef Repiescritative-, ............. .... 93 ENGINEER!s Consultant -- definition of .1. 18 ENGINEER's- authority and responsibility, limitations on ........ 9,13 Authorized Variations in the Work 9.5 Change Orders, responsibility , for ....... 9.7, 10 ,1 12 ' Clarifications and Interpretations ............... 111, 3�63,:9.4 Decisions on Disputes ........... ................... 9.11 -9.12 Ckfective Wk, notice of ...... ..... 111 Evaluation of Substitute Item _ ................. ..... A7.3 Liability ....... _ ......................................... 6.32,9.12 Notice Work is Acceptable..,. ....... .......... 141:13 Observations ............. ............. ; 6 .- .30,2,,9.2 OWNER's Representative .... 7.. 1 t .... ; : ----- .. 9.1 Payiricntsro the CONTRACI"OR, Responsibility for .... ................................ 9.9.11 Recommendation ofPayment ......... 14.13 Status Article or Paragraph Number --Limitations on ..... _ ........ 9.11 -9.13 7ts on Differing Subcurfice ,IConditions ......... ................ 4.2.4 and Samoics, review A'-% .... .... ................... ........ 626 iri6tions in the Wort.. ;.9.5 s. and Interpretations., ...... .......... PA Disputes. ................... 9.11-9.12 )ns on lien Price,.,.. .......9.10 ms Initial Interpreter..-_--.. 9. 1 j-9.12 slRespgrisibiliti.es ............ .... 9.1-9:12 :9, 13 .......... ....... :9.1 .......... : ... 93 V .... . .... t.9.6 and'Pavments 9.7 -9.9 Visi6 to Site .................................................. 9) Unit Price dcterminations'.. .............................. :9.10. Visits to Site. ............ Written consent rcq`uircd,�� ............................ Y.21, 4.1 Equipment, Labor,,Matcririls and ........................ �.3-6.5 E ,quipmcnt rental, Cost of thc,Work .............. ...... 11.4.5.3 Equivalent Materials and Equipment .... ...... �.0.7 error or omissions ......... Evidence of Financial Arrangmenti .......... ...... F:II Explorati.ons of physical condition* ........................ 4.2 1 Fee, CONITRACTOR's--Costs Plus ........................... )1.6 Field Order - definition of....................................:.....:..........1.19' ,issued Py,4NGINEEk .... .................... 3.6.1, 9.5 Final.Applieation for Payment ......................... Final Inspection ......... ........................ 14.11 Final Pa%,ment-- an8 Accerpance 14,13-14.14 Prior to. for � I . ......... 11.8 ............ I , 1. Geniial Provisions,;,,,,,,,,,,;,,_, 17.3-17A General Requiremen is-- ................................. d6finitloliof . ..................... J.20 principal referinces t� .............. �.(,,-6-4, 6.-0-6.7, 624 Giving Notice..,_..... I ...... - ........... ...17.1 G4arantce 0-,N-T-lt-,�CTOR ' 30, 14:12. Hazard Communication Programs-,, ....... ........ 6.22 Hazardous Waite definition of 1 1.21 1 .general ....... ................ ......... - ....... responsibility for ................................ 9.10 LJCDC-CENUtALCONDI'nON191C�-3094OEDI-116'0 w/ ciTy or. rou cowNs NIODWICAn oNs Wv 949) Indemnification 6.- 1 6.16,6.31-6." 31 Initial[y Acceptable Schedules ............ -............ 19 Inspection - Certificates or .„.... ;_ ...................9.13.4, 115, 1412 Final ........... ................... _.1 4. 11 Article or Paragraph Numba Special, required bvENGINEER ....... ....... _ ........ 9.6 Tests and Approval ........ ......... ......$.7, 13.3-13.4 Insurance -- Acceptance of, by OWNER ..: ...................... ;_ .... 5.14 Additional, required by changes in lfie.Nl?ork., 1.4.5.9 Before starting the Work .................................... Bonds and-i n general., ............ I ........ ..... -: ........ ' Cancellation Provisions ................................. .... 5.8 Certificates of .7, 5,53, 5.4.11, 5.4. 13, ................. i.5.6.5, .5.8, 5,14, 9,13.4, 14.12 completed operations ... I ............ ............... ..... 5-4. 13 CONTRACTOR!s Liability ..................................5.4 CONITRACTOR!s objection to coverage.............5.14 Contrnctual Liabilitv Liability, ......... I ...... : ........ ----------- 5.4. 10 deductiblC amounts, CONTRACTOR's, responsibility .......... E .................. I .................. 5,9 Final Application for Payment .........................14.12 Licensed Insurers ...............................................5.3 Notice requirements, material changes ........ 5X 10.5 Option to Replace .......................... .. ........15.14 other special insurance's ........... * .............. .5.10 OWNER as fiduciary for insuredq .............. 5. 12-*5. 13 OWNERS Liability-: .. .......... ......... --------- 5.i ... I OWNEWs Responsibilit..y- ... : ................. .......... -&5 Partial Wization, Property Insurance ................. 5.15 Property.......................... ............. : ............... 5:6-5-10, Receipt and Application of Insurance Proceeds .............................................. i. 12-5.13 Special Insurance. _ ....................................... -5-10 Waiver of Piuhts .............................................. 5.11 Intent of ContraCL Documents......„ ...... ........ 4 interpretations and Clarifications ................I... 3.6.3,9.4 Investigations of physical conditions ......... ................. 4.2 Labor, Materials and Equipment ........................... 63-615 Lands - andEasements ................................................... $.4 Availability d ......... :a ... I ... i ................ : .......... A. I. 8.4 Reports and,rests ................................................FA Lnwsancl Regulations -Laws or Regulat ions-- bonds -.M ........ ................. w .......... I ...... I... ....... 5A-15.') 1 '7 Changes in the Work, ....................... :.30.4 Contract D.ocurncnts_ ....... o ....... ...... .............. Pon. cot,rl-RAUFOR's Res sihilities .................... 614 .. Correction Period, defective Work..., 13.12 Cost of,the Work, tnxcs ................................ 11.4.5:4 definition of .................................. ...... ........... gencraI6.14 Indemnification,,,..,..._._................_..... .6.31-6.33 Insurincc 5.3 Precedence ........ ................................... 3.1,33.3 Reference to . ....... ................... I-- .......... ...... Safety and Prolectio'n ....................... : ........ : 620, 13.2 SUb['ont.rHC1,0rS. Suppliers and Others ......... _6.8-6-1 1 Article or paragraph Number Tesis and Inspections. , :..13.5: Use orpremises .... ......... ........ 6A6 Visits to Site ................ .. 9.2 Liahilitv Insurance-- C(NYRAE-r6R's 5.4 OWNER'ti ':-5.5. Licensed Surcti.cs, and Insurers,,,,,,,,,,,,,,,,,,,,,, , 53 Liens -- Application for Progress Paymen!. ..... ... 14,2 C()N1-2XCI"(-)R's XVarrmity ol"Fitle, ................... 14.3 Final Application for Pnyin'chl. ..... ........ .... 14,12 definifion of, 1.23 Waiver of Claims..,,,;,,, .................... 14,15' Limitations on ENGINEER'S authority and responsibilities.., ... ................... ......... Limited Reliance by CONTRACTOR .Authori,zed ......... : ............. ......................... .... 4.2.2 Maintenance and Operating Msnml.%-- Final Application for Payment, ... ...................... 1.4.12 Manuals (of others) -- Precedence ........... ................. 3.3.11 Reference to'in Coritract'D6cumient5 .................... 3:11 ,Materials and equipment -- furnished hy cO,\rrRAUI'0R.-, . . ...............6.3 not incorporated in -Work., ................................. 14.2 Materials or equipment -equivalent ...........................0.7 Mediation (Opttcirial).:... ................. .... :_ ......... .... 16.7 Milestones --definition of .................... ................... 3.-�4 Miscellaneous -- Computation of'rimes ".'-17,2. Cumulative Remedies.-.1-1-1- ... ............... 17.4 Giving Notice ......... .......................... ........ _1 7A Notice of Claim ...... ........... ........ .............. ..... 17.3. P I rofessional Fees and Court Costs Included.,........ 17.5 Multi -prime contracts,,._....... .., .. .................... Not Sho'wn orindicated .......................................... 4.12 Not [cc of -- Acceptability or Project,,,,,,,,,;,;,;_ ........... J4.13 Award, definition o(... ........................ ............. j.25 Claim ............................................................17.3 .. Defects.13.1 Differing Subsurface or Physical Conclitiom;..... 42. 3 Giving....... : ....... : .... . ; ........................ ; ............ J7.1 Tests and Inspections ............... : .......................... 13.3. Variation, Shop Drawing and Sample,,,,,,,,, ,,,,,0,2 7 Notice to Proceed - definition oC ............. ................ ....................... ;26 �giving of .................................. .............. ---23 LJCDC GENERAL CONDITIONS 1910+8 (1990 WITION) w1CTT'Y OF FORT,COLUNS MODIFICATIONS (RFV 9/971 0 0 0 0 0 Notification to Surety ......... ............................. 10.5 Obscrvatiom, by FNGINE'RR ...... ........ I ....... Occupancy of the Work 5.15. 6.30.2.4, 14.10 Omissions or acts by C6Ni. TOR .......... fi:9. 9.13 Open Peril policy form, Insurance ................... ...... 5..6.2 Option to Replace .... ............. ; ................................ :5. 14 Article or Paragraph "Or Equal" Items.., ................ ...... ...... Other work 7 Overtime Work --prohibition of,_ ........ .................... _ 6.3 OWNER— Acceptance oft fective Work .................... 13.13 appoint an ENGINEER, ..... I .......... as fiducia6..... ...................... .................. 12-5. 1 a Availability of Lama-, responsibility .................... 4.I definition of ..................................................... 1,27 data, furnish ...................................................... x3 piny Correct Defective Work ... ................. ).3:14 May refuse to make Payment 14. lVlay Stop the Work ................................. ....... 3.10 May Suspend Work, Terminate13.10, 15.1-15.4 Payment, make prompt ... ................ :li.3, 14.4, 14.13 performance of other work. ................................. 7A permits and licenses, requirements- .......... 6.13 ...... I purchased insurance requirements ............... 5.6-5.10 OWNER`s-- Acceptance of the Work,. _ _................ ........6.30.2.5 Change Orders, obligati6n'to execute........,. 8.6, 10.4 Communications ........................................... _.18.1 Coordination of the Work... ......... I .... I ................. 7.4 Disputes, request for dccis�ion ................... _ ........ 9,11 Inspections, tests and approvals ................... 8.7, 13.4 Liability Insurance ........ ......... ; ........................... 5.5 Notice ofDefects 13.1 Represeritative--During Construction; I- NGINFFR's StaILLS., 9.1 Responsibilities— Asbestos, PCBs, Petroleum. Hazardous Waste or Radioactive Material 8.10 Change Orders ..... ........... ........ I .............. 8.6 Changes in the Work......_ . ................... ..... 10.1 communications ................. ............. CONTF-ACTORs responsibilities ........ ........... 8.9 evidence of financial arrangements, .......... 8.11 inspections, tests and approval* .....................5.7 insurqncq............... : ................ .............. lands and easement4,_ ' ' * ......... : ...... . I ...... ... 1.8.4 prompt payment by .......... ­ ........ I ..................8.3 replacement of ENGINEER ................... ;:1­,.1..F.2 reports and tests ....................................... ;_.8.4 stop or suspend Work ................. 8.8, 13.10, 15A terminate CONTRACTOWs services .......................................... g8, 15.2 separate representative at site ........ .......... ......... 9.3 testing, independent .................................... ... 13.4 use or occupancy of the Work 5.15A:30.2.4. 14.10 written consent Pr approval required .........................................9.1, 6.3, 11.4 UC.DC GENT, KAL CONDITIONS 1910-S (190 L'IM-11ON) Nv/(jTY OF FORT COMINS MODIFICATIONS iRFV 9199) Article or Paragraph Numbeir written notice requbx�_~~—---- .-7J 9.4.e11, .............. ,................. \|�2,D�9,i4.7,ll4� PM7- partial Utilization — Patent Fees and �oyalties 6.12 Payments to CONTRACTOR and Completion— emou|.............. .......... ,.................... ...... 8.3,14 9urtial0Uizoholf_—............... —.... .......... 4]0 �z Review of Apo] ications for Prompt payment Schedule of Performance Bonds.. -5.2 Permits ............................................................ �.o nnrolemn- deOnhionu[~,,~.......................................... l]« o:umal .~,~,^,^.............. ......... .......... —�..... 4-5 responsibility for........................... .8. 10 Phy, i Possible Contract Documents Change ....... ....... �25 Subsurface Conditions Technical Data. Limited Reliance bv . xii Anicle or Paragraph Numher Shown or InAi'um(t....—_.^.^'--.—:^..�3.\ Preliminary Matters 2 Noject Representative-7 Property Insurance — Punch list 1.4� 11 Radioactive Material— ,^.. 4.* Reference to Standards and S&�ificritions' ofTechnical Societies '.................... ........ 3.3 � ...^~_.,..~.~ &m Rejecting De.fective work ..................... ... --------- .... 9-6 Related Work -- performed prior to Shop Drawirrgs 6.28 rental sarecruents. OWNER approval required ..... 11.4.5.3 Reporting and Resolving provisionfor ............ ........... ........ .......................... 3O L;JCL)C GENERAL b gi 0 1], 0 Article or Paragraph Nurribmer Resident Superintendent, CONTRACTOM. ........ ... :_6.2 'Responsibilities-- ,CONTRACTORs-ai general ..................... t ............ 6 .ENGINgERs-in general ............................ 9 Limitatio'ns- on ......................................... .. 9.13 OWNE-Rs-m general,,,, ...... 4M8 Relairiage.............. ...............................................1.4..2, Rcuse of Documents.. , ,,, .,- ............... ......... Review by CONMRACTOR: Shop Drawings and Samples Prior to Submittal, ......... ....... %..6;25 Review or Applications for rcgress Payyments; ..... I .......... ........ 14.4-14.7 t toan adjustment-- -,-„ ,-„ ....... ......... ! ....... 10.3 isof Wav -- -- -------- A ................ ........................ 41-1 hies, Patent Fees and Structural Loading ......................................... 6,19 and Protection,_ ........... _ ....... 4.31.46.16, 6. 18, ... 6,20-6.21, 7.2, 13 2 .general ... ! ............ ......... : ............................ 6,20-61.23 Rcl)rcscntativ6;,CON rRACTOR's ..... : ...... ....... Snmples_ definition of„ _ I ................... ............... general.......... ___ ...................................... 6.24L6.29 by CONTRACTOR fi`2i Review by ENGINFliR ........ .................. (,.26,e).27 related Work ,submittal of..::....—_:..... ............ .. &J4.2 .................. - submittal procedures ......................................... :625 Schedule of progress., .......................... 2.6. 2.8-2.9.. 6.6, ...... .................... ... fi.29. 10.4. 15.2.1 Schedule of Shop Drawing and. Simple 'Submittals .......................... 2.6, 2.8-2.9,.6.24-6.28 Scheduled Values- --- ................ --- 216, 2.8-2 :9, 114.1 Schedules-- - Adherence to 15.2.1 Adjusting............... ......... .............................. 6.6 ,Change ofContract Tinic$ ..... ............ .............. IOA Initially Acceptable,,,,,,,,,, ,,,,wl .......... I ....... 2.S, 2.9 preliminary ................ ........ ... .... ....... .-1 ...... ­ ' ..6 ..Scope of Changes .............................. I ...... ­10.3-10.4 Subsurface Conditions ................ 4.2�1.1 rawings� Shop Drawings-- and Samples, general! ................................ 6.24-6.28 Change Orders S..Applications for payments, and ................. ......... ...... .. ... 9.7-9.9 definition of..,,.,; .............. .............................. 0 J;35 ENGINKER;s approval of .............. ................... 16 2 ENGINEERs responsibility for review.; .................................... 9.7, 6.24-6.28 related Work review pr6cedure6k ............................... 2 8,'6.24-6.28 Article or paragraph Number: ,submittal. required ............. -1-1 ............... 'Submittal I Procedures ................................... .... 6.25 use to,approve substitutions .................................. 6,73 Shown or Indicated 4.3.1 Site Access -, .................... ... . ............. J .2, 13.2 Site Cleanliness .......... ­ ............................ ........... 8. i7 Site, Visits lom- by ENGINEER ....... .............. ............ ....... 9.2. 13.2 by othcrs._ .................. ................ ............ ........ 13.2 special causes of loss' policy form, insurance' ....... I ............. ............. ............... W.5. 6.2 defihition ......... Spe CH riciritioris­ defination of ............. ...... 1.36 orr,echnica'l Societies reference to .......... 3 -3.1 precedence, I . ................. ................... ; ... ... Standards and 1 Specifications or Technical Societies ............................... .......... 3.3 Starting Construction, Before, .......... Starting the Work ... ............ :1 ............ ... 7:4 ,Stop or Suspend Work— by CONTRACTOR...........................................15 5 by 0" NIER .................... ...... I - 51 Storage of materials and equipment ... ............... - .structural Loading, Safety;,,, .................. ....6.18 36bc6ritracior-- Corcerrungl .............. ; ........ I ....................... definition of ..................................................... j-37 delays................................................. ­ . ........ 1.2.3 waiver of rights ............ .......... ­ -6. 11 Subcoraracturs--in general.,,.,, ....... I ................... 6.9--6.11 Subcontracts --required provisions., ....... 1 l,6.11, 114.3 Su,bm ittils— Applications - ,for Payment .................................14.2 Maintchanceand Operation Manuals....._ . ­1112 Noeedures 6.25 Pro Ue5s Schedules .................. ; ............ __:2.6. 2.9 Samples,.... ............... ................. ­:, 624- 1 6.2-8 Schedule of Values,...,,,; .............. .... 1o, 14.1 Schedule of Shop Drawihgsand Samples I Subm is , si ons ­ .... ... ­ ..2.6 ...................... , 18'19 Shop Drawings .......................................... 6.2.14-6.28 Substuntiial Completion-- certification,of . ............................. 630.2.3; 14;8-14_9 definiii f . 011o........ : .................................... ....... J.38 Substitute Construction Mztfiods or Procedures,-,.... 6!7.2 Substitutes and "Or Fqual" Items.. ............................. 6.7 COINTRACTOR's Expense ...... ................. FNGINFISR's Evaluation 6.733 ............................ ........................ Substitute Construction Methods UCDC GENULAL CONDITIONS 1910-8 41"0 ED17716M wi CITY OF: FORT ootmNs MODIFICATIONS (REV 9199) Article or Paragraph Numbcr or Procedures 6.7.2 Substitute Items 63.1,2 Subsurface and physical Conditions -- Drawings of. in or relathg u? ............ ....... 1.2:Jh2' ENG11,TEER's Review ............................... ...... 4.2.4 general.................. ........................ ........ ......4.2 Limited Reliance by CONTRACTOR Authorized 4.2.2 Notice of Differing Sub -surface or Physical Conditions ......... ............. ; . . .............. 1.2.3 Physical Conditions......................................A.2.1.2 PoSSible:Cmtruet Documents Change, ,,-,,,.4.15 Possible Price and Times Adjustments..... ..... 2.6 Reports and Drawings...---...................._........ 4.2.1 Subsurface and ....... M.. li'.: ............................. .......... 4. , -) Subsurface Conditions at the Sitc ........ I ­ ­ , ... 4.2.1..l Technical Date, ............... ....................... I ....... :42-2 SUp5TViSion-- CONTRACTORs responsibility_ ._:, ...... ...... ..... 0.1 OWNER shall not supervise ................................. 8.9 FNIGIN"FERshall not supervisq ................ 9.2,9.13.2 Superintendence ...... I ......... ........................ ...... 6.2 Superintendent, CONITRACTORs resident ........ ........ 6.2 Supplemental costs Supplementary Conditions -- definition of .....................................................1.39 principal references tq .................1.10, 1.18, 2.2, 2,7, . .. ............... A-2, 4.3, 5.1, 5.3, ...................._..A 5.4, 5:tS-6.9, ... I ........... 6.8, 6.13, 7.4J.11, 9. 3,9.10 Supplementing Contract Documenty ................. ...... 3.6 Supplier -- definition or ..................... ** ....... ............ i ........ 1.40 principalreferences to ........... j3,'63, 6.8-6-11, 6.20, ... ... 6.24, 9, 13, 14.12 Waiver of Rights ... ...... _: .............................. 6.11 Surety -- consent to final payment ....................... _14.12, 14.14 ENGINEER has nodutvIo .......... ................ ..... 9.13 Notific-ation ol_, ............. ................ 10-1, 10-5, 15.2 qualification or: .......... ................................. 5.1-5.3 Survival of Obligations . .......................................... 26.34 Suspend Work- OWNER May .......... I ............ 13,10. 15.1 Suspension or Work" and Termination .......................15 CONTRACTOR N&iy' Stop Work or Term iriate 5.5 OWNER May Suspend Work .................. I— ........ 15.1 OWNTER May Terminate ............................ 15.2-15.4 Taxes_-PaYI[Pent by CONTRACTOR ........................6.15 Technical -Data-- Limited Reliance by CONTRACTOR . ................. 4.2.2 Possible Price and Times Adjustments ................ 4.2:6 Rcpoqs of Differing Subsurface and Phytical Conditions-:._ ............. ................ A.23 xiv Temporary construction facilities ............. ­ ...... ­­­ ---- 41 Article or Paragraph Number Tcrnfirmtion�,- by CONTRACTOR ,_ ......................................... 15.5 by OWNER_..................................... :J A 15.1-15.4 of ENGINEERs'employment ... ... 8.2 Suspension bf Work-in general. .............................. 15 Terms and Adjectives ............................... .... 3.4 s . Tests and Inpections-- Access to the Work, by others,,., .... . 112 ..... : .............. CONTRACTOR's responsibilities r ....................... 13.5 cost of 13.4 covering Work prior to ................. ............ 13.6-117 Laws and Regulations'(06 ....... ........ ; ................ 13.5 Notice of Defects ...... .. . ... ....... ... . ..............13.1 .DINNER May.St6p Work .........................13.10 ,OWNFER's independent testing ............... .......... J 3.4 spe6inl, required by ENGINFER_ .................. _ ... 9.6 ,timely notice required.., ........ ........ ..... 13A Uncovering theWork,;vit ENGINEERs request . 13.8-139 Timcs-- Adjusting......................... : ............ : .................... 6.6 Change of Contract .............................................12 Computation of ............................. ....... ........... 17.2 Contract Tinies--definition of 1.12 day........ ........ ........... _ .................. 17.2.2 Milestones12 ........................................................... Requirements -- appeals ........ ................... 16 clarificiitl6ris, claims ,and disputes ............ 9. 11. 11.2, 12 Comniencement,6f Contract Times ......... ......2.3 Preconitruction Conference .............. ).8 schedules ................... ........... ; ......... 2.6; 2.9; 6.6 Starting the Work 2A Title, Warranty of, ... ........................ ...................... 14.3. Uncovering Work ............................................. 13.8-13.9 Underground Facilities, Physics] Coiiditioris- definition or 1.41 Not Shown cr Indicated ............. ......... 4A.2 protection of .................. ........................... 4.3,6.20 Shown or Indicated 4.3.1 Unit Price Work - ,claims ............ ............. _4 .......... . .. ............... lo 1.9-3 definition of .......I ..................................... 1,42 ' - genera111.9, 14,11 14.5 Unit priccs­ gencral 11.3.1 Determination for 9.10 Use of Premises ............. 6.16 &18, 6.30.2.4 Utility owners .................. ........... �.13,6.26,7.1-7.3, 13.2 Utilizati6n, Partial 5.1i.6.30.2.4. 14.10 Value of the Work-, ,.......I .................. m ...................... 11.3 Values. Schedule of, ......................... _2.6. 2.8-2.9. 14.1 LJC-D C GENERAL 601,371110NS 1910.8 (1990 WITIOIN) wICITY OF FORT.COLLINS MODIFICATIONS (RFV 9/99) 0 0 0 • Variations in Work --Minor Authorized....... ............. ...... .6.25,6.27,95 Article or Paragraph Number Visits to Siic--by ENGINEER.................................... 9.2 Waiver of Claims --on Final Rayment * .............. 14.B Waiver of Rights by insured parties..„ 5.11 . 6.11 Warranty and Guarantee. Gcneral­by CONTRACTOR Warranty of Title, CONTRACTORS ..................... .:J4.3 Work-- Ac6cssto ......................... _-­ ............................ 1.3.2 by others 7 Changes in the ......................... ; .......................... 10 Continuing the,, ................ ....... _ ..................... 0.29 CONTRACTOR play Stop Work or Terminate *­ " 15.5 Coordination of.-- ......................._ ............. JA Cost of the j 1.4-1 i.5 definition of1.43 ... ..... I ....... I ........... ................ neglected by CONTRACTOR,......................... t3.14 otherWork ......................................... ......... OW'NM JVlay Stop Work ......... : ........... ...... 10 OWNER May Suspend Work ................... j 3,11), 15.1 Related, Work it Site . .................. ................. 1. 1 -7;3 Starting the,.., ......................... ........ I., ................... 2-4 Stopping by CONTRACTOR ............................. 15.5 Stopping by 0\VNER ... ; ........ ............... .... 15.1-15A Variation and deviation authorized, minoT ........... 3.6 Work Change Directive— claims pursuant to ................. ...................... 10.2 • definition of .............. 1.4 principal reCeienc_6_ tq* ............ 3.53, 1 -*10. Written Amendment— definition.o( ......................................................1.45 principal references to ........ :1.10, 3.5, 5.10,15.12, .........................G.6.2, 6.8,2; 6A9, 1011, 10.4, ......... ......... 1.1.2, 12.1, 13.12.2, 14.7,2 Written Clarifications and Interpretations .......... ...... 9.4, 9.11 Written Notice Required — by CONTRACTOR ............................. 7.1,9.10-9.11,. 10.4, 11.2; 12.1 by OWNER ......... 9.10-9.11, 10.4, 11.2, 13-14 w 0 EXDC GLNnLAL CONDIDONS IM-3 (1990 EDMOM w/ CITY OF FORT COLUNS NIODTFICATIONS (PF.V 9199) LI (This page left blank intentionally) mi LJCDC GENMAL COMM FIONS 1910-5 (1990 EDITION) W/ 0TY OF FORT COLUNS btODIFICA n ON,; (REV 9l99) 0 L� CONTRACT DOCUMENTS TABLE OF CONTENTS Section Pages BID INFORMATION 00020 Notice Inviting Bids 00020-1 - 00020-2 00100 Instruction to Bidders 00100-1 - 00100-9 00300 Bid Form 00300-1 - 00300-3 00400 Supplements to Bid Forms 00400-1 00410 Bid Bond 00410-1 - 00410-2 00420 Statements of Bidders Qualifications 00420-1 - 00420-3 00430 Schedule of Major Subcontractors 00430-1 �Z7i<iir 7_L6A7Z616111ifd_zli!tom' 00500 Agreement Forms 00500-1 00510 Notice of Award 00510-0 00520 Agreement 00520-1 - 00520-6 00530 Notice to Proceed 00530-1 00600 Bonds and Certificates 00600-1 - 00610 Performance Bond 00610-1 - 00610-2 00615 Payment Bond 00615-1 - 00615-2 00630 Certificate of Insurance 00630-1 00635 Certificate of Substantial Completion 00635-1 00640 Certificate of Final Acceptance 00640-1 00650 Lien Waiver Release (Contractor) 00650-1 - 00650-2 00660 Consent of Surety 00660-1 00670 Application for Exemption Certificate 00670-1 - 00670-2 CONDITIONS OF THE CONTRACT 00700 General Conditions 00700-1 - 00700-34 Exhibit GC -A GC -Al - GC-A2 00800 Supplementary Conditions 00800-1 - 00800-2 00900 Addenda, Modifications, and Payment 00900-1 00950 Contract Change Order 00950-1 - 00950-2 00960 Application for Payment 00960-1 - 00960-4 SPECIFICATIONS 0 0 GENERAL CONDITIONS ARTICLE 1-DEPL\' non v1'herever used in these General Conditions or m the other Contract Documents the following terms have the, meanings indicated which are applicable to both" the •sing Iar and plural thereof: 1,1. Addenda -Written or graphic insiruments issued pr or to the opening of Bids .which clarify.. correct or change: ,the Bidding Requirements or the Contract Documents, 1.2. AgiYantent-'I'hewrittcn contmct K-, ivecn OWNER °and CONTRACTOR coveting the Work to be performed; -othcr ;Contract Docuigcnts are aitachcd io the; Agrecincnt and mails a part thereof as provided therein. 1:3. Application for Povntent—'fibs form: accepted by ENGINEER which is to be u ed by CONTI ACMR-at requesting progress or. final Ixtymcnts andwhichis to he accompanied by such .supporting documentation is is required by the Contract Documents. 1.4. Asbesios--.My material that contains more `than one Ocreent asbLNtos and is friabiebr`is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Hcalth Administration. 1.5. Bid —The offer or proposal of the bidder submitted on the prescribed form setting forth the prices for the Work to be performed. 1.6. Bidding Docunimis—The advertisement or aivitation'to Birk msttuetionts to bidders, the Bid;fonn, and the proposed Co»tract,Pocuments`(including all Addeiida issued prior to receipt of Bids). 1.7. Bidding Requirements —The advertisement or invitation to Bid instrtiaions to bidders, and the Bid form. 1.8. Bonds —Performance and Payment bonds and other instruments of security: 1.9. Change :Orzkr--A document recommended by ENG_NEGR, which is signed by CONTRACTOR and OWNER and authorizes an addition. 'deletion or revision in the Work, or an adjustment inthe'Contract Price'or the Contract Times, issued on or alter the Effective Date of the Agreement. 1.10. Contract'Dommenis—The Agreement, Addenda (which pertain .to the Contract Documents), CONfRACTOR's Bid (including documentation accompanven; the laid ,and any post Bat douiiiientation submitted_ prior to the Notice of Award) when attached as an exhiliit to the Agreement, the .Nonce to Procced, the Bonds, these General Conditions, the Supplementary Conditions, the Specifications and the Drawings as the MI)C. GENERAL CONll1T10N31910.8 (19W t(tition) wi01TY OP FORT OOLW NS h10UtfICA'110NS (REV -12ar1Uj are more specifically; identified in the Agreement ier,vith all Written Amendments, Change -Orders, Change Directives. Field Orders and EN011\rEER's n interpretatioru and clarificinions'issued pursuant to tN5, 3'6.1 and 3:6.3 6n or afar the Effective e, Agreement.- Shop Drai�ing suhmrim S veil pursuant to paragraphs,6.26 and 6.27 and.the s and drawings referred to at paragraphs 42.1. and are not Contract Documents. 1.11. Conlydel Price —The moneys payable by Owii 1ER1oCONTRACTOR for completion of the _Work in anc accorde with the Contract Documents asstated- in the. Agreement (subject to the provisions of paragraph l I),I in the case of that Price Wort:); 1.12. Conitafl Times —The numbers of days or the datcs stated in the, Agcement.:(i) to achieve Substantial Complation,. and (ii) to omple(r the Work so that, it s ready -for final .payment as evidenced by ENGINEER's written recommendation of firuil payment in accordance with'.pamgaph 14.13` 1.13. &WIRACTOR--The person firm or corporation with whom OWNER hasenteredinto the Agreement 1.14. dzfgctive—An adjective which to paragraph 14.8 or 1.15. Drawings --The drawings which show the "scope, extent and character of the,Work to be furnished and performed ,ley CONTRACTOR and which have been prepared, or approved by LNGMER artil are referred to in the .Contract Documents. Shop drawings are not Drawings as so defined L16. Effective Date of the dgtvenient—The.. date indicated in Ifie Agreement on vhnch it becomes effective, bur'if no such dale is mdiemeditmeans the date on which the Agreemenl,is signed and delivered by the last of:the two parties to sibm and deliver. 1 17. ENGIAEER—The person,. firm or corporation named as such in the Agreement. 1.18: EArGINEER's Conmliant-:A person .firm or w_rpormi'on having a contract'with ENGINEER to furnish sen•ices as ENGINEER's_ independent professional associate of consultant with respect to the: Project and who is identified as such in the Supplementary Conditions: 1:19: Field 'Orzler-A wriuen, order issued by ENGINEER which"bidets minor changes in the Work in accordance with paragraph 9.5Sbut which does nor involve a change in the Contract Price or the Contract Times. 1 20. Geiieml Requi cmdnts-Sections of Division I of the Specifications. 121. Ha=anlots Waste —The term Ifazardous Waste shall have the meaning provided in Section 1004 of the Solid Waste Disposal .Act (42 USC Section 690.3) as amended from time to time. 1.22.a. Laao.and Regulations; Lauo' or,Regulations--Any and all applicable laws, rules, reeulatib L5. ordinances, codord es art(] orders of any and all governmental bodies, agencies. authorities and courts havingjurisi action. 122.b. Legal Holiakn --shall be -those holidays observed by the City. of Fort Collins. 123. Liens --Liens, charges, security interests "or encumbrances upon real property or personal propeny. 1.24. Alilesrone--A principal event specified in the Contract Due nments relati g io an intermediate completion date or time prior 'to Suhstanusl Completion of all the Work. 125. Notice pfAtrard-A written notice. by OWNER to .the apparent successful hidder sintibg that upon compliance by the i*rcnt successful bidder- with the conditions ,precedent -enumerated therein,, widiin the time specified,. OWNER will sigh and'deliver the Agreement. 1.26. Notice, to Proceed —A written notice given by OWNER to CONTRACTOR (with a copy to'ENIGINFUR) fixing the date on which the Contract Times will commence to run and on which'CONTRACTOR.shall start to perform CONTRACTOR'S obligations under the Contract Documents. 1.27. r7WN R—The public body or authority, corporation, associatiiin, firm or person with whom CONTRACTOR has entered into the Agreementand for whom the Work is to be provided. I28. Partial Utilisation -Use by OW --TER of a substantially completed part of the Work for the purpose for which it is untended (or a related purpd) prior to Substantial Completion of all the Work. 1.29. PCBs-Polychlorimnecl biphenyls 1:30. Petroleum --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 as oil, petroleum, fuel oil. oil sludge. oil refuse, gasoline. kerosene .and oil mixed with other non -Hazardous Wastes and crude oils. 1.31. Project —The total construction of which the Work to be provided under the Contract Documents may be the whole, or a part as indicated elsewhere in -the Contract Documents. 1.32.a. Rachouctive A9aterial-Source, special nuclear, or byproduct material as defined by the Atomic Energy Act of E)CDC GENERAL CONDITIONS 191"(1990 Ed itiml tar CITY OF FORT COLLI NS htoraricATIONS kitty 4R000) 1954 (42 USC Section 2011 et'sq.) as amended from time to time. 1;32.b. Reedlar lf'oricin¢.Hours�-Regular working hours are defined as 7:00an to &00unless otherwise specified in the General Requirements. 1.33. Resident Project Representative=The authorized representative of GNGI EER who may be assigned to the site or any part thereof. 1.34. Sariples—Physical examples of materials, equipment; or workmanship that .are representative of some portion of the Work and which establish the standards by which such portion of the Work will be judged. 1.35. .S'h6p drawings; diagrams, illustrations; schedules and other (Lila or information which are specifically prepared or assembled by or for CONTRACTOR and submitted by CONTRACTOR to illustrate soineportion of the -Work. 1,36. Specifrcarions-Those portions of the 'Contract Documents consisting of written technical descriptions of materials, equipment, construction system.%. standards and workmanship as apphcd to the Work and certain administrative details applicable thereto. LA '.Sabcantractor--An individual, firm or corporation having.a direct contract with CONTRACTOR or with any other Suhcontrnctor for the performance of a part of the Work'at the site. Substartiol Completion --The Work (or a 1 part thereof) has.progressed to the point where, opinion of FNGINEFR as twidenced by C) R's definitive' :certificate of Substantial ion, it is sufficiently.' ufficiently complete, in accurdance with tract Documents. so that the Work (or 'sv cified gait) can be utilized for the purposes for which it :is intended; or if no such certificate is issued, when the Work is complete ,and ready for final payment as evidenced by FNCT NF.F.R's wvritten recommendation of final payment in accordance with paragraph 14.13. The terns "substantially complete" and "substantially completed" as applied to all or part of the Wort: refer -to Substantial Completion :thereof: 139. Sapplententan- Conditions —The part ;of ;the Contract Documents'which amends or'stipplemenfs thesc General Conditions. 1.40. Sapplier—A manufacturer, fabricator, supplier, distributor, materialman or vendor haying a direct contract with CONTRACTOR or, with any Subcontractor_ to furnish materials or,equipment.to be incorporated in the Workby CONTRACTOR or any Subcontractor. I:a1. ,Undergrarnd Facilities —All pipelines, conduits, I ucts cables, wires, manholes, vaults, tanks, tunnels or other such facilities or attachments, and any encasements containing such facilities which have been installed underground to furnish any of the following services or • 0 • • 0 materials: electricity, gases, steam, liquid petroleum products, telephone or other communications, cable. television. sewage and drainageremoval, trufrolor other control systems or water. 1.42 Unit Ptice tt'ork—Wnrk to he paid for on .the basis, Of unit prices: 1.43. {cash --The entire completed construction or the variousseparately identifiable parts thereof required tobe furnished under the Contract Documents. Work includes and ,is'the,result- of performmg'or furnishing labor and furnishing and incorpnratin g materials and equipment into. the construction, and performing or furnishing services and furnishing documents, all ns "required by the Contract Documents..... I.A4, lfoi'k Change Dimctlre-A written directive to CONTRACTOR, issued on or after the Effective Date of the Agreement and signed by OWNER and recommended. by ENGINEER, orderipg.an addition deletion or revision in the Work, or responding to differing or unfoieseen physical conditions under which the Work is to be performed as _.provided in pmrtgmph 4.2 .or 14.3 or to emergencies under paragmph623.- A WorkChange Directive will not change the Contract, Price or theContract Times, but is, cvidcncb that the partics expect that the charige directed or documented by a Work Change Directive will be incorporated in a subsequently issued Change'Orcler following negotiations by the parties as to its effect, if any, on the Contract Price or Contract Times as provided in paragraph 10.2. 1.45. iVirttam Anrembnent—A'vvritten amendment of the Contract ;Documents, signed by OWNER and CONTRACTOR on or after the Effective Date of the Agreement and normally dealing with the nonengince'ring or nontechnical rather than strictly construction -related mpeets of the Contract Ductrments: .ARTICLE 2-PREL XIIINARY MATTERS DOhwry of Bonds: 2.1. When CONTRACTOR delivers the executed Agreements, to OWNER CONTRACTOR shall also deliver to OWNER such Bonds as.CONTRA(:TOR may be required to furnish in accordance vvith"paragraph 5.1. Espies ofD6cuments- 2.2, OWNER shall furnish to CONTRACTOR up to ten copies (umltss otherwise specified in the Supplementary Conditions) of the Contract Dccumentsas are reasonably necessary for the execution of the Work. Additional copies will be furnished upon request, at the cost of reproduction.. Commencement of Contract Tithes; Notice tuPioceed- 2.3. The Contract Tunes will commence to run on the thirtieth day after the Effective Dateof -the Agreement, or, EJCI)C GENERAL. WN ION.'S 1910-8(1490 Edtim) WLITY Of FORT COLLINS r oOI17CATItJNS (KEV 420(W) if a Notice to Proceed is given. on the clay indicated in the Notice to Pioce'ed. A Noiice,to Proceed maybe given at any, timewithinthirty flays after the -Effective Date of the Agreement ctatanenee�tetart-cute '„ - -' of=F3rd�openmg-nr-the thirtieth-day-after-tlie�F;tlmnve;l)Ate oC-t}ie Agreement-whichever-date-Isearlier: Starting the Work: 2.4. CONTRACTOR shall start to, perform the Work on the diiie when the Co 'Pact Times commence_to run, but. no Work shall.he done at the site. prior to the date.on which the'Cuntract Times commence to run. !iefore.Starling Constnictidni 2.5.. Before undertaking, each part 'of the `Work, CONTRACTOR -shall carefully study and compare the Contract Docmmcnts and check and verify pertinent figures, shown thereon and all applicable field in6sirren5ents. CONTRACTOR shall promptly report in writiZ to ENGINEER any conflict, error, ambiguity or discrepancy which CONITRACTOR may, discoverand shall obtain a written `interpretation or clarification, from ENGiNFER before proceeding with any Work nfTected thcrchy; however;,('QNfRA(;fQR shall not be liablc:to OWNFR or F.NGINFER for failure to repot any conflict error, .ambiguity or discrepancy in the Contmct Document% unless CONTRACw' TOR- knew or rearuably should have. known thereof. 2.6. Within tern d ys after the Effective Date of the Agreement (unless othernisc. specified in the General Requirements), CONTRACTOR shall. submit to ENGINEER for review: 2.6.1. a preliminary, progress schedule indicating the times.(numbers of clays or dates) foi starting and completing the various stages: of the "fork-, including ,my Milestones specified in the Contr ct Documents! 2.G.2: a pretun nary schedule of Shop l?mwmg and Sample submittals "}which u•il) list each required submittal and the times for submitting, reviewing and p ocesmng such submittal: ?262.1. In no case will a schedule be acceptable which ellows less than 21 calendar days for each review by Enicneer. 2.6.3. A preliminary s(hedule of values for all of the Work which 'tvill,include quantities and prices of items aggregating the Contract Price and will subdivide the Work into compon eat parts In sufficient 'detad to s' rve�as the -basis for progress pajanents during ,construction. Such prices will include an .appropriateamount of overhead and profit.applicable to each item of Work. 2.7. Before any Work at the site is started; CONTRACTOR find OWNER shall eaeh deliver to the outwer ONTER. with copies to easlr etlditiuFwl—bistirecl ident fled :. .t;•'^^�.pkmentn^' ^^^''tiiens ENGINEER, certificates,of insurance (and other evidence of insurance rrasenabb-, request . requested by 011R�[R) which CONTRACTOR -' �"Tn T __. ..,:.._a,. _. is required to putctose and maintain 'in accordance .with piragraphs5A 56 and3:7. Preconstruction Conference. 2.8. Wiihrn twenty days after the Contract 'Tunes start to nin, but before any \Vick at the site is siiai&l, a conference' attended by "CONTRACTOR. ENGINEER aril others as appropriate will be held to establish a working understanding among the parties as to the Work and to discuss the schedules referred to in pnmgraph 2.6, proccdures for handling Shop Drawings and other .submittals processing Applications for Payment arid maintaining required rccords. InitiallliAcceptabte Schedules 2.9. Unless otherwise provided in 's conference and others a: held to reviel below the, CONTRACTOR shall have an additional ten days to make corrections and adjustmenLs and to complete and resubmit the schedules. No. progress -payment shall be made to CONTRACTOR until the schedules are submitted to and acceptable to ENGINEER as :provided .below. The. ,progress schedule will be acceptable to ENGINEER as providing an orderly progression of the Work to completion Within any, specified Milestones and the :Contract Times, but such acceptance will neither impose -on ENGINTEER responsibility for the sequencing. schedulirig or -progress of the Work nor interfere with or relieve CONTRACTOR from CONITRACTORs fill responsibility therefor. CONTRACTOR's: schedule of Shop Draining and Sample submissions will be acceptable to ENGiNTEER as providing a workable arrangement for reviewing and processing the required submittals CONTRACTOR's schedule of values twill be acceptable to. LNNGiNEER as to form and substance. ARTICLE 3--CONTRACT DOCUINlENTS: ]INTENT, AA11NDING, REUSE Intent 3.1. The Contract Documents comprise the entire aar"ment between OWNER and CONTRACTOR concerning the Work. The Contract Documents are complementary; what is called for by one is,as;binding as if .called for by all. The Contract. Documents will be construed in accordance withthe law of the place of the Project. 32. it iq the intent of the Contract Documents to EJODC OENERICCONDITIOp519I0.8 (1990 Editim) w/ 61Y OF FORT COLLI M MOD( wxriONs (REV 4ld000) describe a functionally complete Project (or part thereof) to be czar t cted in t ccon lame 'with the Contract Documents. Any. Work, materials or equipment that may reasonably be interred Gom the Contract Documents or from prr ailing custom or tradc'usagc as being required tg produce the Intended resufi will he famished 'and performed whether or not specifically called for. When words or phrases which have a will -(mown technical or construction industy 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 interpireiations of theContract Documents shall be issued by ENGINEER ar provided in paragraph 9.4. 3.3. Reference to SYandarety atilt Specifications of Technical .Societies Rg)orting and Resolving Di.ccrepmrcies.' 3.3.1. Reference to standard-, specifications, manuals or codes of any techhical society, organization or association, ortto the Laws or Regulntioms of elw governmental authority, whether such rcfcrcmce be specific or by implication, shall mean the latest stnndard,'specificaiion, manual, code or .Laws or Regulations in effect at the time of opening of Bids (or; on the. Effective Date of the Agreement if there were. no Aids), e\c6pi as cony' I, otherwise spceifically stated in the Contract Documents. 33.2. If, during the performance of the Work; CONTRACTORdiscovers any. conflict, error; ambiguity or discrepancy within the Contract (Documents or between the Contract Documents and any provision of any such .Law or Regulntion applicable to the perfomrince oI the Work or of any such'swadard, spLcificAion, manual or code or of any instruction of any Supplier referred to in paragraph 6.5, CONTRACTOR shall report it to ENGINII R 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 amendmerator supplement to the Contract Documents Ims been issued by one of the methods indicated in paragraph 3:i or 3.6; provided, however, that CONTRACTOR. shall not be Lable to OWNER 'or LITGINELR for thiluic to report any such conflict; error, ambiguity or discrepancy unless CONTRACTOR knew ,ar reasonably should have known thereof. 3.3.3. Except as otherwise, specifically stated in the Contract Documents :or its may be' provided by amendment or supplement thereto_ issued by one of the methixls indicated in panagraph3;5- or 3.6, the provisions, of the Contract Documents shall take precedence in resolving any conflict, error, ambiguity or discrepancy between'the provisions of the Contract Documents and; 3.3.3.1. the provisions of any such standard, pcci6cation, manual, code or instruction (whether or not specifically incorporated by reference in the Contract I)ocuments); or 0 • • • 0 3.3.3.2. the provisions_ of any such :Lairs or -Regulations applicable to the.perfcutnance of the Work (unless such an _. interpretation of the provisions of the Conuni l Documents would result in violation of such Law or Remulatign). No provision of any such standard, specification; manual, code or instrtiction shall be effective to;change the duties find respnnsihilities of OWNF".R, CON•I'RAC,rpR qr FNGINEHR, or any of their subcontractors, consultants, agents or employees front those set torth„in the Contract Dccuments, nor shall it be efte0ve to assign to OWNER, ENGINEER or any of ENCrINUR's Consultants, agents or employees_any duty or authority'• {o supervise or.direct the fumishing or performance of the Work or any duty or authority to undertake responsibility. ihconsistent,with the provisions of paragraph 9.13 or any other provision of the Contmct'DocunmeriM 3.4. Whenever in the Contract Documents the terms "as 'Ordered" "'as directed", "as required "as allowed", "as .approved' or terms of -like effect or import are used, or the. adjectives "reasonable', "suitable'. "acceptable", "proper" or "satisfactory" or adjectives of like effect or import are, used to describe it requirement, direction, review 'or solely,to evaluate, in general, the completed Work for compliance,with the requirements of and information in the Contract Documents' and conformance with the design concept of thc,completed Project as a functioning whole`as shown or indicated in the Contract Dgcunients (unless there is a specific siatemeni indic tirg:oiherwise). The use of any such term oradjeeiive shall not be zlfective to assign to ENGIlNEER_any fluty (it authority to supervise or direct the, fumishing or performance of the Work or •.arty.duty or authority to, undertake responsibility contrary to the provisions of paragraph 9:13 air any other provision of the Contract Documents. 4meni ing and Supplementing Contract Documents 3.5. The, Contract Documents may be amended to provide for additions,: deletions and revisions in the Work or to modify the terms and conditions thereof in one or more of the following ways; 3.5.1. ,a formal Written Amendment. 3.5.2. a Change Order (pursuant to paragraph 10.4)• .or EICUC OE,NiiRAL (.'oNbiT10NS t910-s (iA E(titim) Wi CITY OF FORT (=LI NS h10ri1FiCAT10NS (RiEV 4Qeoa) 3.5.3. a Work Change Directive (pursuant to paragraph 10.1). 3.6. In addition, the requirements of the Contract Documents may be supplemented, and minor variations and deviations in the'Work may he au[Fiorimd, iti one'_or more of the following ways: 3.6.1., A Field Order (puruant to paragraph 9.5), 3.6 2. ENGINEER's approval of a Shoe Drawing or Sample (pursuant tvparagraphs 6.26 and 6.27), or 3b.3., ENGrNEER's written interpretation or clarificnlion.(pursunnt to paragraph 9A). Reuse ofDocwments. 3.7: CONTRACTOR. and any Subcontractor or Supplier or otherperson'or organization performing or furnishing anyof .the Work' under'a director indirect contract with OWNER (i) shall not have or acquire any title to or rnvnurship rights iii an), of the Driiwings, ( Specifications or other documentsor copies of any thereoQ prepared by or hearing the scafof FNGINEFR'or FNGINF.F,R's Consultant; and (ii) shall not reuse any of such Dratvings,'Specficati6ns; other documents or copies on.emcrisions'of the Project or any other projca without written consent of OWNER and ENGINEER and specific written verification or adaptation by ENGINFHRr ARTICLE 4—AVAILABILITY OF LANDS; SU&S(IRF'ACF, .AND PHYSICAL CONDITIONS; REFFRFXCF, POINTS Availability. of Gant& 4.1: OWNER sl%all furnish as indicated in the Contract Documents, the lands upon which the Work is to be performed righisof-way and easements .for 'access thereto, and such other lands which are desieriated for the 'NER shall identif)• any encumbrances or restrictions of general application but specifically related.to use of b so furnished with which CONTRACTOR will have comply in perfurrn — the Work. Easements .for otherwise „'provided in the +Contract Documents. 'If CONTRACTOR and OWNER are unable to agree on entitlement to or the amount or extent of any adjustments in 66::Conuact Price or the Contract Times as a result of any, delay in OWNER's furnishing these land;, rights -of - way or easements. CONTRACTOR may make -it claim therefor as provided in Articles II .and 12, '5 CONTRACTOR shall pi&ide for all additional lands and net= thereto that may be required for temporary construction facilities or storage of materials and equipment. 4.1 Subca-rjacehndYhysieal(,'on&tions 42.1. Reports and Drauings: Reference is made to the Supplementary Conditions for identification of 4.2-1.1. Subsurface Conditions: Those reporls.of e,�ploratioi s and tests of subsurface conditions at or contiguous to the site that have heeii utilized by ENGINEER in preparing the Contract Documents and 42.12. Physical Conditions: 'Those drawings of physical conditions in or relating to c.%istingtiiirfacc or subsurface structures at or contiguous to the site. (except UndergroundFacilities) that have been ut laze by ENGINEER in preparing the Contract Documents. 4.2.2. Limited Reliance big CO, IRACT'CJIl zAruhotized.• '1'eclutieal Data: CONTRACTOR may rely upon the general accuracy of the "technical data" contained in such repnris and drawings, but such reports and drawings, are not Contract Doaimcnts. Such "technical 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, FNGINF:HR pr any of F.NCIMMER's ConsultanLs with respect to: 422.1. 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 be employed by CONTRACTOR and safety precautions and programs incident thereto, or 4.2:2 2. other data, interpretations, opinions and information contained in such reports or shown or indicated in such drawings, or 42.2:3. any CONTRACTOR interpretation of or conchsion drown from any "tedirucal,rlata" or any such data, interpretatii)ns; opinions or information. 32-1 Notice of Differing Subsurface or Plnsical. Conditions: if CONTRACTOR believes that any subsurface or physical condition at or contiguous to the site thai is uncovered or revealed either: 4.2:3.1. is of such a. nature as to establish that any "technical data" on which CONTRACTOR is entitled to rely as provided in paragraphs 42.1 and 4..2 is materially inaccurate, or 4:132. is of such a nature as to require 'a change in the Contraci Documents, or -4:2.3:3. differs materially from that shown or EJCDCoENimAL'coNDrn6-'S 191"(1990 citim) w!CI YOF FORT ooLLlt.'S moDn,16TIO-IS(REV42000) indicated in the Contract Documents; or 4.2.3.4. is of an unusual nature, and differs materially from conditions"ordinarily encountered and generally recognized as inherent in work of the character provided fgr in the C6mmici Documents then CONTRACTOR shall, promptly immediately alter becoming .aware thereof .and before further disturbing conditions "affected theieby or performing any Work in connection therewith (except in an emergency as peiiititted by lziragmph'6.23) notify OWNER and ENGINEER in wntiu. about such condition. CONTRACTOR shall not further disturb such conditions or perform any Work inconnection therewith (except :is aforesaid) until receipt of i itien order to do so. 4.2.4. !:'NGINEER's lier'lew: INGINTEER will promptly review the.pertinent conditions, determine the necessity of OWNER's obtaining additional exploration or tests with respect-'ther,6 arid advise.OWNPR in writing (with a copy io CONTRACTOR) of HNGINMR's firidinas and conclusions. 4.2.5. Possible Contract Doctimentr Change: If HNGINEPR concludes that .a change in the Contract Duxumcnts is required as a result ofa condition that meet% one or iiiore of the categories in paragraph 4.2.3. a Work Change -Directive or a Change Order will be issued as provided in Article.10 to reflect and document the consequences Ofsuch change. a 2.6. Patsible Price mid Times Acrflnstntentr .An equitable adjustmcm in the Convict Prig: or in the Contract Times, or both, will be allowed to the extent that the tcistcrice of such uncovered or revealed conditipn causes:mh increase or decrease in.CONTRACTOWs cast or, Or time required for peiformance oG 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 4.2.3.1 through 4.2.3.4, inclusive; 4.2.6.2., a change in the Contract Documents pursuant to paragraph 4.2.5 will not be an automatic aulhormiiion of .nor a condition precedent to entitlement to any such atljusintent; 4.16.3. with respect to Work that is; paid for on a Unit Price Basis: any adjustment 'in Contract price will be .subject .to the proiisioiis of paragraphs 9.10 and 11.9: and 4 2.6.4. CONTRACTOR shall not be entitled to -any adjustment in the'Contiact.Price -or Times if, 4.2.6.4.1. CONTRACTOR knew of the existence of such conditions at the time CONTRACTOR made a final commitment to OWNER in respect of Contract Price and Contract Times by the • 0 • submission of a bid or becoming bound under a negittiated contract; or 42:6.92. the existence .of such condition could .rrcasombly have been discovered or revealed as n result, of any examination, investigation,, exploration, test or study of 'the site and contiguous areas_ required by the Bidding Requ'vements or Contract Documents to be contlucitxl by or for CONTRACTOR,prior to CONTR.ACTOR'3 making such final commitment; or 42.6:43. CONI'RAC3TOR failed to give the written notice within the time and as required by pamgniph 42.3. If OWNER and CONTRACTOR.are unable to agree on entitlement to or as to the amount or Icnyth of'anysuch, equitable adjustment in the Ccrrttact,Prlce or Contract Times, , a_ claim - may be. made therefor as provided' in Articles 1 r and 12. `However, OWNER, ENGINEER and ENGINBEFVs Consultants , shall not be liable to CON -I RACTOR for any, claims; casts, losses or damages sustained hv'CONTRACTOR on or in connection with nny Other project or. anticiphicdproject, 4:3. Physical Conditions —Underground Facilities 43.1. .Shown orhtrdeated: The information and data, shown or indicated in the Contract Documcnts:'ivith. respect to ;existing Underground Facilities at or contiguous to the site is based On information and data, furnnshed.to 01VNFR or ENGINEER by the owners of such Underground Facilities or by others. Unless it is • otherwise: expressly provided in the Supplemcnia ConchtrorlS: 4:?.1.1. OWNER and ENGINEER shall not be responsible for the accuracy or completeness of any such information or data; and 4.3.1 _?. The cost of all of the following will be included in the Contract Price and CONTRACTOR shall h ve:full responsibility for -.(t) revizwing and checking all such information and data, (ii) locating all Underground Facilities shown or indicated in the Contract Documents,(iii) coordination of the Work with 6 owners, of sucli'Underground'lacilities, during ctinstrucliori, and (iv) the safety and prpteclion of all .such.Underground Facilities, as' provided in pamgaph,6:20 and repairing any damage thereto resulting from the Work: 4.3.2. Not Shown or Incficated: If an Underground Facility is uncovered or revealed at or contiguous to the site which was. not:shown or indicated in the performing any Work in coheres in an emergency as required identify the owner of such Und Eicw ejENERAL corurnONS 191Q $ (199a Editim) wtCITY OE F-6iT COLLINS NI0L)H4C iT10VS (REV -1200a) • give written notice to that owrrer and to OWNER .ENGIN=-R- M4GINE•ER will promptly review Underground Facility ;and determine the extent any, to which a change is required. in the Cont Documents to renccl and document the consequer of. the existence of ilia' Underground Facility. l NGENE,ER concludes that a changein the Cont Documents is required; a, York Change Directive i Change Order }will be'issued as provided in Article to, reflect and document such consequences. Diu .such time' 'CONTRACTOR shall be responsible the safely land protection of'such Undergio Facility as provided in pamjmrn h 6 CONTRACTOR sha11 may, be allowed an increas, the Contract price or aMextension of the'Conn 'I imcs, or both, to the, extent that they are artrlitiv lo'the exsience of any Underground Facility an not shown ortmdicatcd, in .this. Contract Documc . find that CONfR.AC not reasonably have know of and could i to be aware of or tdCONTRACTOR to or the amount or �. Contract .price or .mnymake If claim and 12. However, any claims; costs, losses or damages incurred or sustained by: CONTRACTOR on or in connection with anaother projector ardicipatedproject. ReferencePoints: 4.4. OWNER shall provide engineering surveys to establish reference points for con-sauction which in ENGINEER's judgment are necessary to enable CON`fRAC"TOR. to proceed with the Work. CONTRACTOR shall be responsible for laying out the Work,. shall protect and presen;e the.established reference points and slaill niake nio'chmiges or Mocations without Uid prior tiritien approvnl,of OWNER CONTRACTOR shtill report to ENGINEER whenever any reference point is'lost or destroyed or requires relocation because of necessary changes' in grades or jocations;,and shall he resporsible for.the accurate replacement or relocation of such reference points by professionally qualified personnel. 4.5. Asbestos., PCB.Y, Petroleur» ,. jlaFardous Waste or Radioae ive Material: 4.5;1 OWNER: shall, be responsible for any Asbestos,. PCBs. " Petroleum. , Hamrdous Waste or Radioactive Material uncovered or revealed at the site which was not`shoyvnor indicated-in-Dmwrngs:or 'Specifications or identified -in the Contract I)Ocuments to be within the scope of the Work and which may present a,substanual danger to persons or '.properiy exposed thereto in connection with the Work at the sne. OtiR�tEit,shall not be. responsible for any such materials brought to the site by CONTRACTOR, Subconfractoi`s, Suppliers or anyone else for whom 'CONTRACTOR is responsible. 7 n(1F-Inter'�wv-.crnppy`-r0-i?S�.iay."�� r�:+�ri�2tf�ICtiRt;. 1=IH7EfdW"r�irHSlc BL-Rafl3O@EliVe-l�'iak`ftal-tirtaE)FYfNd EN-Fe'r2elCd Ai-EhaSiEe: EJCDc ObN,ERALcoNDInON5191"(1990 aim) wf CITY OF ffORI' ('OLLI NS bIODII9CA'I'IONS (REV ARO(Xa) ARTICLE 5 -BONDS AM) INSURANCE • Perfunnance, Pgrmenf and Other Bonds 5.1. CONTRACTOR .shall furnish Performance and Payment Bonds, each ut an amount at least equal to the Contract Price as security for,ihe faithful performance and M'ment of all CONTP-Ad"OR's,°obliamions under the Contract Documents. These Bonds shall remain in 4ect at least until one yrdr after the date when faial payment becomes due,. except as.provided otherwise by Laws or Regulations or by the, Contract Documents. CONTRACTOR.shall also furnish such other Bonds as are required hyithe Supplementary Conditions. ,AIL Bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulationsand shall be executed by such sureties as are.named in the current list of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in ("ircular57Q- (am ended) by the Audit Staff, Bureau of Government Fainneml '.Operations, U.S. Treasury Department.., All'Bonds signed,hy-.an agent must be accompanied by a certified copy of such agent's authority to act 5.2. If .the surety on any Bond furnished by CONTRACTOR is declared a bankrupt or becomes insolvent or its right. to do business is terminated'in any state inhere any part of the Pritject is located or it ceases to meet the requirements of Pirmgmph 5.1, CONTRACTOR skill within ten days thereafter substitute another- Bond and surety, both of «fiich must be acceptable to OWNER. 5.3. Licensed Vurefiev. and Insurers; Certificates of • Insurance: 5.3.1. All Bonds and insurance required by .the Contract .Doeuments to lie purchased and maintained by OWNTER or CONTRACTOR shall be obtained front .surety or insurance companies that are duly licensed or nuthoriacd in the jurisdiction in which the Project is located to issue Bonds or insurance policies for the Limits and covei iges so required Such surety and insurance companies shall also meet such additional requirements.and qualifications as may be provided in the Supplementary Conditions. 53.2. CONTRACTOR shall deliver to OWNER with copies to each additional insured identified in the Supplementary Conditions certificates of insurance (and other' evidence of insurance requested by Obt�TLR' or any other additional insured) ivl)ich CONTRACTOR is rectuaed lo,purchase and maintain in acxor&nm with -paragraph 5A. OWNER —shall pi i8d` ad 5.l�-.-hereor......f 0 • CONTRACTOR's Liability Insurance 5:4. CONTRACTOR simall purcfraw and maintain such liability and other insurance as.is appropriate for.the Work being performed and furnished' and ns µill provide protection from claims set forth btllw which may arise out of or. result Lent ;CONTRACTOR's performance and furnishing :of the Work 'and CONTRACTOR's other obligations t nder the.Contriict Documents, whether it is to be performed or firnishetl by CONTRACTOR, "any Subcontractor or Supplier, or by anyone directly Or indirectly employed by any of them to perform nr furnish .anyof the Work, or by anyone forwhose acts any of them may be liable: 5.4:1. claims under workers' compensation ;disability benefits and other similar cmplovice benefit acts; 5.4.2. claims for damages because of bodily injury, occupational sickness or disease. _or death of C0NTRACf0R's'employees ' 5.4.3. claims for danmages.because of bodily injury; sickness or disease, or deathof anyperson othcr.than CON'TRACTOR's employees, -5s4:4-ain ints-for-(amnees-insured-by-customary (-1}bm`ei�'-imersam�tt;��lt�e � �--se�-deceetlY'4ir tmm lirealy-related-tci-tha-empteyment-ef-such-per: =6y r•i'mr.m•ro nrrno 4iii t. other-reits jf 5.4.5, claims for damages, other than, to die .Work itself because cif injury to or destruction of tangible piopi rty whenever located; including ,loss of use resulting therclroni; and 5.4.6. claims for damagesbecause of bodily injury or death of an), person or property damage arising out of the ownership, maintenance or use of any motor vehicle. The policies of insumttce,so required by this paragraph 5.4. 'tube purchased and maintained shall: 5.4.7. with respect to insurance required by paragraphs 5.4.3 through 5.4.6 inclusive and 5.4.9, include as additional insureds (subject to any customary exclusion in ,respect of ,prokssional liability);-(JWNER, ENGINEER: ENGINEER's Consultants and any other persons or entities'identified in the Supplementary Conditions, all of whom shall be. listed as addamonal insureds• and include coverage for the respective gfficers ,and employees d*'all such additional insureds: M.S. include the specific coverages and be.mvritten for not Icss than the limits of liability provided in the Supplementary 6nditions or iequired by I,aws'or Regulations, whichever is greater, '5.4.9. include completed operations insurance; F.1Ci>C GENERAL CON7)ITi 6NS 191" (199V E(Ntim) w/ClTYOf FORTC'OLLINSN00114CATIONS(RE%'-02000) 0 5 A.IO..include coritmctual liability insurance covering "CON'TkACTOR's indemnity obligations. under pialgraphs 6 12; 6.16 and 6.31 through 6.33; 5A:11. opntain.a provision or endorsement. that the overage afforded will not be cancelled, materially: changed or renewal refused until at least, thirty days' iupplementary Conditions io ;Aor asurmice has been issued (and the insumi ice furnished by the pursuant to paragraph 5.3.2'will so 5.4.12. remain in effect at least until Lrmal payment .and at all times thereafter when CONI'RACTOR'.may be correcting. removing or replacing defeclive-Work in accordance with paragraph 13.) 2, sand 5A.13. with respect to conmpleted operations insurance, and an), mnzuranee coverage written on a claims-mede.basts; remain in ctfecttor at least two 'Yens after final payment (and CON -TRACTOR shall famish OWNER�and.each other additional insured identified in the Supplementary - nditions to whom a ccrtificitc of insurance has bear'issued evidence satisfactory to OWNER ;and any such additional insured of cwnfirivation of such msurahcc 'at final payment and one year thercrifter). OWNER's Liability Insurance: 5.5: In addition to'insuraimec required to be provided by CONTRACTOR unifier paraginph 5,4,. OWNER at OWNERS option, may purchase and maintain at OWNERS expense Ot1NER's omen liability insuhmce as will protect OWNER .tymmst claims which may arise from operations under the Contract Documents, Prape?h Insurm zee: S:6—linlets-othetwi se-pm4 ided-in-time-Supplenmeiitnry Goiulitons-0�1-TiLR-shall-purchase- arid-mntntnin pn6pe4 suh`tu . : - : exmk of--thz-fit ll-repincemamt-cosi-Thereof-(subjaci-to-stwh daduii ible-amamts-as-m rev-Fir-p"rocitkd-in-the Supplementarv-Com itions-or-required-by-L-aws-and Regulations).—Thisitmsurnee-khallt 5:6e1=include—the—interests—of OWNER;_ GC'"...''m.-RAG"Qps $ttbaeaFFacters, r ENICANBER'e;:E�nsultan tms-eF entities atentifiecl-in-iha=Supplementary-Goriditions; et ch of wh'h'4y deerned to have' ai -inst rabk-interest andshuill-bo-fisted-hian risuredor•additioraiknsiired: -5:63-be-written-on-a-Builders-Risl:=sl I-risk'=or hat dame anEt-WOFli-tfl-lrfiti5lt-aMi-Shai}-IF6ltre-agaa151-at-{east tlma-fellowttmg-pertls�.ti, 1--,s-o?xend� coverage,-theta-vnndnlis s-trial-thnliciousanisoluat; eaFthqu ' , ,Femov 4, demelitidit Weusiened by enferEemeat of Laws and Re-ulations; sprcdw 5:6:3-irtclude-expertses-incurred-in-the-repair-or replaczitietit-Of-any-irtstt red• property-(uicludirig-twit-not limit, I nrge -�eers-Hnd architects); 6 4 VeFffKAeFi 5t 1he to or-at-arxxhzr-lomtii',rt-that-wri4-egrazcl-Eo •in -writing -lay G4,WMR piwiaF o L n ...,....IQ-,. -grcx-ided-that-suclrntnter-inls- nnd-rGuipntent-havzkean. meltidzd-In-:..,-apt...�-..�,-an-Et�i?eynteiit-reaianmiettdid lrj�liP:Ezl: ��F�erxi 3b.5. be R.�turan.ined in t-ant { {arn4-paynreat s trade -urAe- ,-etheFwi.%---e e�'d-Fe-in--writing--try rit�mrco���_��n�rrn nrrno ...:,I r_�rdicr�ry�n_T thiiiy-day?=µFine^n--t�„o,^^I. ^Mier -additional ttts.:rza-.o,-,..m,,,,-..-eel{-+nsurutiea=ltxsftazn issued- 5.9. OWNT-k shill not he'ry%Wnstble for purchlsing ling maintaining any property insurance to protect the .anuresis of CONTRACTOR, Subcontractors or others in 5.10-1t GOMPIZAG{UR-requests-in-wrnirq-!-that-other '."it, it-poSSIM-e -7Rattl8c'-Skrert-rRsurenee, na-mea thzree{-wil I-lx-ehacged-to-(��i�6T9R-6y-apprcipriuEa a IJCDC 61E\I�t al. COMInot..s 1910-8 n 99c Edltimt 10 w/ CITY OF FORT OOLLI NS mcti) cATIONs at Ev ip000) continaitcenieiit-o{-tha-Worl: nt-tha=site; OWNLR-shn11-in Ix9t n�-�uah tnhar insi3 b WNW t_,n R' l Eitiri,-AW�3k�R ill F :FS agautst=ONTRAC-TOR Subcontractors; o{lacers,-directors; employees-arid-egzrxs=o{-airy-o{ them, -For: 3-1-1�-1r—lass dyato Lvsi;,e�� ;i;tzrrupEiar�}oss of-use-or -ntlxr-coiiseyuent is I -lams -extending lxyond-dire"ct-physic, I-loss-or-clnmaga-fo arising -an -of -or resulting-{rote-lirz�or-otlxr-peril; whether-<ir-not-insured-by-OWNER- and .in h -ions-ii�thz--Reetthat -;a-r.sF o{ pa}tmrtl-o{ arty-such-kr&-damage e consequentiR; I^"" •I-..-�� -..:2- aw....�,...^^ •^'S=.wiK4viv'e-nn-right^:--6{ Is 0 0 SECTION 00020 INVITATION TO BID 0 fe recovery=agauut-any- GC)NT=RAGTOR-Subcontrictors, Completion of all the Work, such use or occupancy may , be accomplished in accordance with panigmph l4.IP, ate_..............:.i,.. ^._...:a ^.....:,^-•r......:r;u..a .. provided that no such use. or. occupancy shall commence before the insurers providingthe property insurance have Receipt arid_.4pplicaliaii aflnsuniace Praceer6'; acknewledeeel noiicc ihereof'apd in writing effecled any changes m coverage necessitated thereby; I he insurers 5.12. Any 'insured loss under the policies ;of insurance providing the property instimnce shall consent by. required, by paragraphs5:6 and 5.7 will be adjusted with endorsement on the policy or policies, but the property OWNTER and made payable to:OWNER as fiduciary for the insurance shall not be car celled'or permitted to lapse on insureds, as their imciests may appear. subject to the account of any such partial use bt occupancy, reyu. ! m ms or any .applicable mortgage clause -and bC paragraph 5.11 O\NNER 'shall deposit in a separate account any money so received, and shall distribute it in AWHCIXE 6-CO,Y•I•RACTOR'S accordance'with such agreement as the parties in interest RES >ONSIBILITIFS may reach If no other special agreement is reached the 'damaged Work shall he rcpaired.or replaced, the moneys so' re eived.applied on account ihereofand the -Work and the cost thereofcovered by an appropriate Change Order or Supervidna and Superintendence. Written Amendment. - 6.1; CONTRACTOR shall supen•isc, inspect and 5.13. O\\ TER as fiduciary shall have, power to adjust direct the Work, competendy and efficiently, devoting .end setile any loss* with the .insurers' unless one of the such 'attention thereto end .applying ,such skills and parties in interest shall object in writing within fifteen days expertise as may, tic necessary to pertbrrii the Work it) -after-the occurrence.of loss to OWNER's exercise of this accordance .with the. Contract Documents. power. if such objection be made, OWNER as fiduciary CONITRAM'OR shall be solely responsible for the mean.-.: shall make settlement with the insurers in accordance with methods, techniques, ,sequences and procedures of 'such agreement as the parties in rntcrest,may reach_ if no construction, hut -CONTRACTOR shall not he respcinsihle such agreement among the parties, in interest is=ruhchzd,. for the negligence of others in the design or sNeificaiion OWNER as Fiduciary shall adjust and settle the loss with of a specific means, method: technique. sequence or the insurers e - x i t Ira ceddre of construction which is shown or indicated in intern-�N+Nt3R-es-rid••..o,..,: �,.^' ^'f-give-tx^a "„ .'�e. and-:crprmly required hy' the Contract Documents. Pieper R nsaaCsuch-defies. CONTRACTOR .shall be responsible to we that the completed \York complies accurately with the.Commci Acceptance of Bonds and lncurmice;Option toReplace: Documents. - 5.14 If eher-patty-E 6.2. CONTRACTOR shall keep on the Work, at all Ot\rNER has any objection to the. coverage afforded by or times, during its progress a competent resident • other pros siotu of die Bonds or insliiance required to be superintendent, who, shill not be replaced without written purchased and maintained by the ether •_---pull) notice to OWNER and IIVUlIN'FER except raider CONTRACTOR in accordance with Article 5 on;tlie basis c\traordinaty circumstances. The superintendent wdl be of non-conformance with the Contract Documents, the CON iTE2ACTOR's representative, at,the,sitz and shall have objecting,party-shall-sanouCy-the other -party OWNErt will authority to act an behalf` of COA*CRACTOR All notify -CONTRACTOR in writing within teri;ffteen days, comniurucaiions;to'the superintendent shall be as binding after receipt.dzlivzry of the ccrtiFica0.s (or-ether-awidznce is ifgiven toCCNTTRACTOR: requested) to 'OWTFLR as required by Iz ragmph 2.7. - Labor, Materials and Equiptiienti provided=us-the-other-riiuy-reasiiraibly request-ff-either 6.3. CONTRACTOR shall priwid6 competent, party -dues -not- PUT ehase•ormaintain-all-of-the-Bonds-and suitably qualified pcnsimnel ' to survey, ,lay but :and ulsumnt; requircori heist the Work as required by the Contract Dustin - is4 shah paKy-shall ""r., the -other -party -in Documents. CONTRACTOR shall at all times maintain wntii><-o['-such-feiluieto-purchase-prior-to-the-start-o[tho good. discipline and order at the site. Exceptas otherwise TT'-or��wh-failarx-ta-m - .. . ^.:_. i ^^...T.- i,r aixiam-prio�to-arty-u#ainga-tn required for the safety or protection. of pirsons,or the 1110 heat-pnyudiee-to arti�i�right Work or property at the site , or adjacent thereto, and or remeriv=the-other-party-maytelect-to•obuiiri•zqu ivaleni excepi.,as otherwise indicated in the Contract Dticuments- Bond--or-insunmoe-to-protect-suehptherImrty's•mterests-at all Work' at the site shall be performed during regular the expen- of-the-party-whu was requuatl•la•provida such` workirC hours and CONTRACTOR will not krait vein g_a.^a - - h-ba-issttat i to Hdl:ui;k-the overtime work or the performance of Work on;Saturdak, -a-��.C-c�.s�-Order=sha Gontract-Priceaceordingly: Sunday or any legal holiday without.UlirNER's written consent diven after prior written notice to ENGMTEER. Partial UtiGmtion-Property Ins-aruri e: CONTRACTOR shall submitrequests loathe ENGINEER no Icss than 48hours in adyance.of any Workto. he 5:15. If OWNER finds it necessary tooccupy or use a performed,on.Saturday. Sunday. Holidays c>r outside the portion or portions of the Work prior to Substantial Reeular Working Hours.. - - E.IMC GENERAL CONVITIONS 19108 (1990 Ulm) 1.1 wt (111 01` FORT CDLLI t15 M ODI 1, 1 C ATION StRhV 42a0a) _J 6:4. 'Unless otherwise specified in the General Requirements, CONTRACTOR shall furnish and assume full responsibility for all materials, equipment. labor. transpr"u'don, wnstruction equipment and machinery, tools, appliances, fucL power light, heat, telephone, water, sanitary facilities, temporary facctlities and all other facilities and incidentals. necessary for the fumishirig, performance; testing, start-up and completion of -the Work.' 6.4.1. Purchasirs Restrictions: CONTRACTOR must comply -with the Citv's purchasini restrictions. A Copy of the resolutions iin: available for review in the offices of the Purchasing and Risk Management Division or the Citv.ClerWs office. 6.4.2. Cement Restrictions: City of Fort , ollims Resolution 91-121 requires that suppliers and produce s of cement or products containing cement to ccr ifv.that the cement was not made. in srmcnl kilns that bum hazardous waste as a fuel. 6.5. All materials and equipment shall be of good .quality and new, except as otherwise provided in the Contract. Documents. All warranties and guarantees specifically called for by the Specifications shall expressly run to the b refit of OWNF,R. if required by F:NGIN6FR, COII\rrRACrOR shall furnish satiifacttvy evidence (including'reliorts of required"tests)'as to the kind and quality of materials and equipment. All materials and equipment shall bz applied, instilled, connected, erected, used cleaned and conditioned in accordance with instructions of the applicable Supplier, except is otherwise provided 'inthe Contract Documents. Progress Schedule: 6.6 CONFrIZACTF_OR shall •adhere to the progress schedule established inaccoidance with paragraph 29 as it may be adjusted Gom time to time as provided below: 6.6.1. CO\rTRACTOR s}tall'submit to ENTTG NIM—R for acceptance (to the. extent indicated 'in pamgmph 2.9) proposed adjustments in the progress schedule that will not change the Contract Times (or Ivblestones). Such adjustments will conform generally to the piogtess schedule then in effect and additionally ivill comply with any provisions of the General Requirements applicable thereto 6.6.2. Proposed adjustments in the progress schedule thatwillchange the Contract Times (or Milestones) shall be submitted in accordance with the requirements .of paragraph 12.1. Such adjustments may only be made by a Change Order or Written Amendment in accordance with Article 12. 6.7. Subsirtutesand "Or -Equal" Items: 6.7.1. Whenever an item of materiul or.equipment is specified or described inthe Contract Documents by usi ne the name of a proprietary item or the name of -a IrarIicular Supplier, the.speciftcation oi'description is intended to establish .the type. function and quality required. Unless the specification or :description EJCDC GE1N1aAL CONDMON51910-$ (1990 Rditim) 12 w7 CITY OF FORT COLLI M.moDIFICATIONS IREV4P000) contains or is followed kit' words reading that no like, etiuivalent or "or -equal" item or no substituiion' is permitted, other items of material or equipment or material or equipment of other Suppliers may be accepted by ENGINEER under the following circumstances: 633.1. 'Vr-Equal", If in ENGINIiGR's sole discretion an item of material or equipment proposed by CONTRACTOR is functionally eiq an to mat named and sufficiemly''similar so that no change in related Work -will be required, it may he consid6td by ENGINFi'ER as an "or -equal" item, in which case review and approval of the proposed item may, in ENGINHER's- sole discrcuon, be accomplished without compliance with some or all of the requirements for iacccptance of proposed substitute items. 6.7.1.2. Substitute Ilene: If in �NGINEER's sole discretion an item . of material or equippment proposed by CONTRACTOR dues not qualify is ;an "or -equal" item under stabparagntph 6 7:1.1, it will be considered a proposed .suhsumteitcm. CONI'RACI'OR -shall submit sufficient information as provided below to allow. FATGTNFF.R to determine that the item of material or equipment proposed is essentially rquivalcnt to that named nnd,an' acecptable substitute therefor. The procedure for review by the ENGINTEER will include the following as supplemented in the General kequtrements, and as ENOINEER may decide is appropriate -under the circumstances. Requests for review.. of proposed substitute items of material or equipment will not be aocc twd by FNGTNFF.R from anyone other than CONTRACTOR If-CONTIL\CTOR wishes io furnish or use a substitute item of material or equipment, CONTRACTOR.shall First make tvrdten application toFNGINEERfor acceptance thereof, certifying that the proposed substitute will perform adequately the functions and achieve die results called for by the general design; be similar I n substance to that specified and be suited to the .same use as that specified The application will state. the extent, it any, to which the evaluation and uctzptance of the proposed substitute will prejudice CONTRACTOR's achievement of Substantial Completion on time, whether or not 'acceptance of the substitute for use in the Work will acquire a change' in any 'of the'Coranict Documents (or in the provisions of any other 'directcontract with OWNER for work on the Project) to adapt the design to the, proposed substitute and whether or not incorporation or use of the substitute in connection With the Work is subject to payment of'an} license'fee"or royalty. All variations of the'prtipcs d substitute from that specified will be idmlified in the application and available maintenance, repair and replacement service will be' indicated. The appltutti6ii will also contain an itemized estimate of all costs or credits that will resultdirectly, or indirectly from :acceptance of such substitute, including costs of redesign and claimsnf other contractors affected • 0 • by the .resulting change, all of which will be considered by ENGINEER in evaluating the proposed substitute. ENGWEER may require CONTRACTOR to furnish additional data':aliout the'pruposed substitute. 6.7.1.3. CONTRACTORS Ex*)is'e:.A]I data;tobe provided"by CONTRACTOR in suppok.of'aty proposed "or -equal" or substitute item will be it CONTRAC OR's e.�penF. 6.7.2. Substihue Construction dledtods of Procedures: If a specific `means, method, technique, sequence or procedure, of construction is shown or indicated in and expressly, required by the Contract Documents, CON9RAC:TOR may furnish or utilize a substitute means, method iechmque, sequence ;or procedure of construction acceptable to ENGINEER. CONTRACTOR shall submit sufficient information to allow ENGINEER, in hNGINFFR's sole discretion, to determine that the substitute.propused is equivalent to that expressly called for by the,Contract'I�ocuments. The procedure for review h}ENGINEER will he similar to that provided in subparagraph 6.7.1.2. 6.7:3: F.n,Rineer's Evahtalion: _ FNC'rINFF.R, will'bc CONTRACTOR . shall perform not less than 30 percent of the Work with its own forces (that is; without subcontractina) The 20 percent requirement shall be understood to* refer to -the Work the value or which to4dsnot less than 20.percem of -the Contract Piice. 6.6:2 lf—tfie-SuppleniaNnry—Gottditions Biddin Documents, require .the 'identity of certain Subcontractors. Suppliers or other , persons or organizations (including those who are to furbish the unricibil items of materials or eauiument) to be suhtia date or by jailing to make dale indicated for so for each .propnsal or submittal .made pursuant to such-suhstituHoin-aaxl-an-apprgpnata-Change-Nader paragraphs 6.7.1.2 and 6.7.2. L1NO,WEER will be the L solo judge . of -.acceptability. No "or -equal" or su�sumtewill be ordered, installed or utilized without cortstitute a -condition of the. Contract vcquiring the use of the named suhcomractors, suppliers or other ENGINEER'S prior written acceptance which will be persons or organization on' the Work unless prior evidenced by either a'Change Order:or an: approved written approval. is obtained from OWNER and Ship Drawing. 01I JN JZ..may require ENGINEER. No acceptance by ;OWiVE:R.. or CONTRACTOR to Furnish at CONTRACTOR's ENGNFF.Rbf any such Subcontractor, Supplicror expense a special performance guarantee or other other person or organiz•ition shall constitute a waiver sure,ty wrth respect to•any 'or- qual or substitute. of any right. of OWNER or ENGINEER to rcjig;t L-NdWEER will record tmae required by • defective Work: ENGINEER and ENGINTEERs Consulttrits in cvaluatmg substitutes proposed or submitted by 6_9. CONTRACTOR pursuant to paragraphs 6.7.1.2 and 6.7.2 and in making changes tit the Contract 6.9.1. CQNT'RACTOR shall be fully responsible to Doeunients (or in the provisions=of any other direct OWNER -and ENGINEERfir all acts and emissions contract with OWNER 'For wort, on the Project) of the Subcontractors, Suppliers and other persons occasioned thereby. Whether or not ENGINEER ntd organ nations performing or furnishing anyof:the acceptsa substitute item sp proposed or submitted ;by Work under . it direct ii indirect ., contract. with CONTRACTOR CONTRACTOR shall reimburse. CONTRACTOR just as ;CONTRACTOR is OWNER for the charges, "of' ENGINEERand responsible , for CONTRICTOR's own acts and ENGINEER'S Conultants for evaluating eidi, such emission. Nothing in the Contract D cuments shall proposed substitute item. crcati for the: betxfit of any 'such Subcontractor. Supplier or "other .person or orgaa-nmi ition any 68. Concerning Subcontractors, 'Suppliers and contractual relatloruhtp between' OLITNER or :Others: ENGTNEER and anv such Subcontractor, Supplier or other person or organiz}atior>, nor. shall it create any 6 S.I. CONTRACTOR shall :not empltly,. any obliynion-on the part of,OWR�ITiR. or ENGITEER to Subomniractor, Supplier or otherperson or organization pay or to see to the, imymrnt of flay moneys clue airy those acceptable to OWNER 'arid such Subcontractor, Supplier or other person or ,(rircludirig ENGINEER as indicated in paragraph 6.8.'4, whether oiganization except is may otherwise be required by 'initiallyor as a substitute. against whom OWNER or Laws and Regulatiom. OWNER or ENGINEER may ENGINEER may have reasonable objection. furnish to any subcontractor, s applier or other person ,CONTRACTOR shall not be required to employ any or onanization .evidence of amounts paid to Subcontractor, Supplier or other person or organization. CONTRACTOR- RACfOR-..... in .accordance.... with to.fumish.or,peiform_any of the Rrork against whom CONTRACTOR'S "Applications for Payment"; CONI'RACI'OR has reasonable objection. bCDOOERERAL CONll1T1M 191" (199a I;&M) WiciT1' 0140RT66LLINS mobnkC T10NS(REV•lrtaaa) 0 13 6.9.2. CONTRACTOR shill be solely responsible for scheduling and coordinating the Work of Subcontractors. Suppliers and other persons _and organizations performing or Curnishing any of the Work unifier a direct or indirect contact with CONTRACTOR. CONTRACTOR shall require all Siibo nIMUCrS, Suppliers and such other persons and organ a tions performing or' furnishing any of the Work,to_communicate with the'ENGINEER through 6.10. The divisions and sections of the Specifications and the identificatibric of any Drawings shall not control CONTRACTOR in dividing the Work among Subcontractors or Suppliers or delineating. the Work, to be performed by any specific trade, 6.11. 'All Work performed for CONTRACTM by a Subcontractor or Supplier will be, pursuant to an ,appropriate agreement between'CON'rRACfOR and the Subcontractor or Supplier which specifically binds the Subcontractor -or Supplier to the applicable terms and conditions of the: Contract Documents for the benefit of OWNER and ENGINEER. -1.' vex-any-such-ageemeni Patent Fees and ROI'nllies:• 6:12. CONTRACTOR shall pay all license Fees and .royalties and assume all costs incident to the use in the performance of the Work or the incorporation in the Work of any invention, design, process; product or device which is the subject of patent rights or copyrights held by others. Ira particular invention, design, prod s,. pr6 aicVor device is specified. in .the Contract Documents.for use in the performance of the Work :and if to the actual knowledge of O)AWER or ENGINEER its use, is subject to patent rights or cojri•righ4 calling for the payment of any, license fee or royalty to others, the existence of'such rights shall be disclosed by OWNER in the Contract Documents. To the fallest extent permitted by Laws and Regulations, CONTRACTOR shall 'indemnify and hold harmless OIVNEE, ENGINEER ENGINEER's Consultants and the officers, directors, employees, agents and other consultimts of each and •arty of them Iruhn and agairin all claims, costa losses and damages arising out of or -resulting from any infringement of patent rights or copyrights incident to the .use in the performance of the Work or resulting= from the incorporation in the Work of am, invention, design. process, product or device not specified in the Contract Documents. EJCOC (3ENF3tAL CONI)MONS 191"t1990 Edition) 14 W16TYOFFORT CLEWS MODMCAT1ONS tREV-1P000) Permits: 6.13.. Unless otherwise Conditions, CONTRACT the prosecution of the Work, whit time of opening of Bids, or, if th Effective Date of the Agreement. pay all charges of utility owners Work, and OWNER shall pay all owners for capital costs. related investment fees.. 6.14. Laws andRegalaHuns: in the -Supplementary obtain and pay for all OWNER shall'assist y, in -obtaining such tCTOR shall pay all ion Tees necessary for It are applicable at the re are no'Bids, on the CONTRACTOR shall for connections to the charges of such utility thereto such as plant 6.14.1. CONfRAC•IOR shall give all notices and ooml?ly with all Laws and Regulations applicable to Currush ng and performance of the Work. Except where otherwise expressly required by npplicable Laws and Regulations, neither OWNER nor ENGINEER shall ;he responsible for monitoring CONTRACTOR's compliance with any .Laws or Regulations. 6.14.2. if CONTRACTOR performs any Work knowing or having reason to know that it is contrary to Laws or Regulations, CONTRACTOR shall bear all clnims, costs, losses and -damages caused by, arising out of or resulting therefrom; however, it shall not be CONTRACTOR's primary responsibility to make certain that the, Specifications and Drawitws'nre in.necordnnee with Laws and Rcgulations, but this shall not relieve CONTRACTOR of CON'fRAC'FOR's obligwiors under paragraph 3.3.2 Taxes 6.15: CONTRACTOR shall pay all sales, consumer, use and other similar -taxes requited :to be paid by CONTRACTOR at accordance with the Laws and Regulations of the place of the project which are applicable during the performance of the Work. 6.15.1. OWNER is ezemot from Colorado State and loml .sdes and use taxes (in mat!ndAi tQ be permanently incorfx2rated into the project. Said tares shall not be included in the Contract Rice. Address: Colorado Deimriment of Revenue .Store Capital Annex • • 0 E 0 1375 Sherman Street Denver; Colorado, 80261. Sales and :Else Taxes for the .State of Colorado Reeional Transportation District (TD) "and certain Colorado . counties are collected by the Stine of Colorado :and -are-included in the. Certification of Exemption. - All applicable Sales and Use 'faxes (includinu State collected taxes), on imv items other thanooristruction and buildiri_ materials physically inodroorated into the pmject are to be.paid.bv C01NURAC:I.OR and are to lx included n apprwriate:bid items. (i¢e of Premises: 6.16. CONTRACTM shall confine construction equipment, the storage of materials and equipment and the operations of workers to the site and land and areas identified in and peimilted by the Contract Da uments and other laird and areas Nnnitted by Laws and Regulations,, rights-ofivay, permits and easements, and shall notf unreasonably encumber the premises with construction equipment or other materials or equipment. CONTRACTOR sh•1II assume full responsibility for any damage to any, such land or area, or to the owner or "occupant thereof 6r of arty adjacem land or areas, resulting 11•om'the peddirmance of the Work. Should any claim be made by any ,such owner or .occupant because of die performance of the "Work, CONT.RACI.OR shall promptly 'settle with such other party by negotiation or otherwise resolve the claim,by arbitration or.othcr-•dispute. resolution procceding.or,at law. CONTRACTOR shall, to the fullest c,tcni permitted by Lnws.and Regulations, indemnify and hold harmless OWNER, ENGINEER, LNGINLL•R's Consultant and anyone directly or indirectly employed by any of thane Gom;arad against all claims,, costs, losses and 'damages . arising out of or resulting, from any claim sir action, legal or cquittbly brought by any such owner or occupant against OWNER, ENGINEER or any other party indemnified hereunder to the extent caused by or based upon CONTRACTOR's performance of the Work: .6.17. During the progress of the Woik, CONTRACTOR, shall keep the premises free from accumuletionstif.wilste materials, rubbish and other debris resulting from the. Work_ At the eumpletion'of the Work CONTRACTOR shall reinove'_ell waste materials; rubbish and'debris;irom ,and about the premises as well -,as all tools; appliances, construction equipment and machinery, and surplus materials. CONTRACTOWshall leavethe site clean and ready for occupancy by OWNER at Substantial .Completion of the Work. CONTRACTOR shall restore to origamil condition all property not desigmued for alteration `by the Contract Documents. 6.18. CON-R_kCTOR shall not load nor permit any part of any structure to be loaded in any manner that will endanger the•strudure, nor shall CONTRACTOR subject any ,part of the Work' or adjacent .property, to'stresses or pressures that will 'cndatiger.it. Record Documents FJCDC OENERAL COt` DUTI OM 1910-8 (1990 Edition) widry or t:oR'i C61.1.1 Ns ntooiricn'novs ltuty �n_nma) RACTOR shall maintain in a safe place,at ;ord copy, of all'Diawirigs. Specifications, ten Amendments,, Change Orders Work ctives: Field `Orders and written acid clarifications (issued 'pursuant to in good order and artnotkied to'show all during construction. These reeord ether with all ,approved Samples and a _Wfo, and Proteedon: 6.20. CONTRACTOR shall be, respgrisibla for initiating, maintaining and supervising all 'safety precautions and prt>grams in connection with the Work. CONTRACTOR shall take all necessary precautions for the safety of and shall provide the necessary protectmn to prevent dantnge injury or losdtoi 6,20.1.•all persons on the Work site or who may be affected by the Work, 6.20.2. al I the Work and materials and equipment "to dv imxrponncd therein whether instomge on or:off the site; and 6203..other property at the site or adjacent thereto, including trees; shrubs,, lawns, walks, paveincit roadways, sttuctiues, -utilities and Underground Facilities 'not designated for removal, relocation or replacement in tlic course of construction. hall comply with all applicable,Laws any pitblic body havingyudidaction for or orooeriv or to protect them .from and, ution of thd Work may affect them, and shall ate with diem, in the protectiog removal, relocation placement of then,property, All damage injury or rany property. referred tom parag'mphs620.2,or caused, directly arc indirectlyy,-inwluile or in part, by 'RAPTOR; any Subcontractor, Supplier 'or any person or organisation directly or indirectly yeti by any of them to perfomior furnish any of the or anyone for whose acts any of them maybe liable, c reme&d, by CONTRACTOR (except damage or them or anyone for whose: acts any of them,may be liable, and not attributable, directly or indirectly, in whole or in part, to the fault or negliaence of CONTRACTOR orany Subeontractor,'Supplieror other person .or organization directly or indirectly employed by any of them). MNITRAC 1.OR's dunes and responstbI litics for the, safety and.proteclion of the Work shall continue until such time as all the Work is,cnmpleted and ENGMEER has issued a 15 aotice to OWNTER and CONTRACTOR in accordance with paragraph 14.13 the] the Work is acceptable (except us otherwise expressly provided in connection with Substantial Completion).' 6.21. SajetyR,epreventatrve: CONTRACTOR shall desigiatte, a qualified and experienced safety representative at the site whose duties 'aid responsibilities shall be the prevention of accidents and the maifi6ining.-and 'supervising of _safety praamlions :end proaaams. Hazard Communication Programs: 6.22. CONTRACTOR shall be responsible for obordalting any exchange of material.mfety data sheets or other hazard communication information required'to he made available to or exchanged between or among ,employers. at the site in accordance with Laws or Regulations bizergencies: 623. In emergencies affecting the safety or protection of persons or the Work or property at the site or adjacent thereto, CONTRACTOR, without special instnidtion'or authoriattion front ORNTR or F.NGINMF.R, is obligated to act to prevent threatened damage, injury, or loss. CONTRACTOR shall give ENGINEER prompt written notice if CONTRACTOR believes That any.significant changes in the Work or variations from the Contract Documents have been caused thereby. IfENGINEER determines that a change in the Contract Documents, is required because of die action taken by CONTRACTOR in response to such an emergency,.a Work Change Directive air Change Order will be issued to document the consequences of such action 6.24. Shop Draningsand Samples 6.24.1. CONTRACTOR shall submit ,Shop Drawings to ]ENGINEER for review and approval in accordance with the accepted schedule of Shop Drawings and Sample. submittals (see piartgraph 2.9). All submittals will be identified as tiNGINEE R may require and in Ole number of copies specified in the ;General Requirements. The data shown on the ShooDrawinTti will be complete. with -respect to quantities, dimensions, spectied performance and design, criteria, materials and similar data to show ENGINEER the materials and equipment C:ONTRACfOR proposes to provide and to enable ENGINEER to review the information for the limited purposes required by paragraph 6.26. 6.24.2. CONTRACTOR shall also submit Samples to ENGINEER for review and approval in accordance with said accepted schedule of Shop Drawings and Sample submittals. Each Sample will .be identified clearly as_io material, Supplier, pertinent da-ta:ikh%as catalog numbers and the -.use for which intended and otherwise as ENGINEER may require to enable ENGINEER to review the submittal for the limited EJCDC GENERAL CONDITIONS 191" (1990 E(itiau 16 m/ CITY OF FORT COLLINS Afoi)wicA't'IONStkEVVZOOO purposes required by p agraph6.26. The numbers of each Sample to be submitted will be as specified in the Specifications. 6.25. Subnrival Procedures. 6.25.1. Before submitting each Shop Drawing or Sample. CONTRACTOR shalt have determined and verified: 6.25.1.1. all field measurements, quantities, dimensions: specified performance criteria. installation requiieanenrs materials,, catalog numbers and similar information with respect thereto, 6.25.1.2. all materials with respect to intended use, fabrication, shipping; handling, storage, assembly and installauun pertaining to .the performance of the World, and 6.25.1.3. all information relative to C014tRACI'OR's sole'.responsibilit ics in respeci of means, methods, techniques, sequences and procedures of construction and safety precautions and programs incident thereto. CONTRACTOR shall also have reviewed and coordinated each Shop Drawing or Sample with other Shop Drawings and Samples and with the requirements of the Work and the Contract Documents. 6.252 Each submittal will bear a stamp or specific written indication that CONTRACTOR has satisfied CONTRACTOR'S obligations under, the Contract D.6cuntents with respect to CONTRACTOR's review and approval of that submittal. 6.25.3. At the time of each submission, CONTRACTOR shall give LNGINEER specific "Tit -ten notice of such variations, if any, that the Shop Drawing or Sample submitted may have from the requirements or the Contract Documents; such notice to be in a written communication separate from ,the submittal: and, in addition; shall cause a,spieciLc notation to be made on each Shop, Drawing. and Sample, submiuM to ENGt1 , -,R Cur review and approval of each such variation. 626. ENGINEER will review and approve Shop Drawings and Samples in accordance with the schedule, of Shop Drawings and Sample submittals accepted by ENGINEER,as required by paragraph 2.9. ENGINEER's review and approval will be only to determine if the items covered by the submittals wdl, titter installation or incorporation_ in the Works conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicatal by the Contract Documents. ENI GINEER's review and approval will not extend to means, methods, techniques, sequence's or procedures of construction (except where a particular means, method, technique, sequence or procedure of • • • • construction is. specifically and ;expressly called for by the Contract Documents) or to safely precautiom' or programs 'incident thereto. The review and approval of a. separate item as such will not'indicate approval of the assembly in required number of corrected copies of Shop Drawings and submit cis required new Samples.for review and approval. CONTRACTOR shall direct specific in,vritirig to revisions other than the corrections called for by ENGINEER on previous s ffiniitials, 6.27. ENGINR.ER's review and approval of Shop Drawings or `Samples shall not relieve, CONTRACTOR from re px>nsibility for nny variation from the requirements of the Contract Documents unless CONTTRACfOR has in writing called FNGINEER's -attention to each such variation at -the time of submissionas required aiy paragraph 6.25.3 and ENG1NELR has given written .approval of each such variation' by a specific w•iittett notation thereof incorporated in or accompanytirl the Shop Dratding 'or-' Smaple appr'om:al; nor }will any approvnl -hy ENGINTFI R relieve CONTRACTOR ti6m responsibility, for c6mplying with the. requirements of paragraph 6.25J . 6.28. Where a Shop Drawing or Sample is required by the Contract Documents or the schedule of Shop Drawing and Sample submissions accepted by F,NGTNF.F,R its. requued.by_paragaph2.9, any related Work per`fonned prior to ENGINhER's review and approval of the 1rtinent. ,submi tal.will be at the sole expense and .responsibility of CONTRACTOR. accordance with the Contract Documents or'a release of CONTRACTOR's'obligation to perform the Work in accordance. with the Contract Documents: 6.30.2.1. observationsby EATGTNEER; 6.30.2.2 : recommendation 'of any, progess or final payment by ENGINI ER; 630.2.3. the issuance of u certificate of Substantial Completion or any payment by OWNER to CONTRACTOR under the Contract Documents', 6.30.2.4. use or occupancy of the Work or any part thcrc6f by OWNER; 6.30.2.5. anv.acceptanoc by OWNER or any failure to do- so: 630.2.6; am review and approval of a Shop lamw7ng,or Sample subininal or ttie;rssuance of a notice, of acceptability by HNGINFER pursuant to paragraph 14.13, 0.30.2.7. any inspection, test or approval h y Withers; or 6:30.2:& any. correction of'c&feciive Work by OWNER. Indenn ificatien: Congnuingrhe !Work: 6.31, -ro• the folic Regulaiiorts, CONfR • 6.29. CONTRACTOR shall carry on the Work and harmless Ot TIER adhere to the: progress schedule during all disputes or Consultants and the c disagreements with bWNER No Work shall be delaved or and other consultants poslptmed pending re iiluuon of any disptites :.or tg inst all claims; co disagrecinents; except as p mmitted by ptmgmph 15.5 or but not. limited to, OWNER and CONTRACTOR piny otherwise agree- in architects.;attorlieys a writing. orarbitration or other arising out .of or rest 6.30. CONTRACTOR's Cenerad Mrran(f and Work;_ provided that Guarantee: (i) is attributable 'ta, 6.30A. CONTRACTOR warrants and _guarmuees'to OWNTHR, lj\TCENEER and ENGfNEHR's Consultants that all Work will be in accordance with the Contract Documents and will not be idefactiJe. CONTRACTOR's warranty and guarantee hereunder excludes defects or damage caused by: 6.30.1.1. abuse, ,modification or - improper maintenance or operation by persons other than CONTRACTOR; Subc;,orilractors orSuppliers; or 6.36.1.2. normal "wear and tear under normal usage. 6 30.2: COATTRACTOR's ublieation to perform and complete the Work in accordance with the Contract Documents shall be absolute.. None of the Mowing will constitute an acceptance or Work that is,not in E.1CD(: GEI4ERAL WNU1110NS 1910-5 (IJ9p ENiim) wrtaTrorrol Tirol.tlt;Sniooilacnnovspt>;'var_moo> or to than lass or famish any of the Work or anyone for: whose of them may be liable,regardle'ss ofavhether or m in part by any net ligence or omission of a person indemnified hereunder.or whetfi r liability is regardless of the negligence of any such person or entity 6.32., In any and all claims, against 011'NH12 or ENGINEER'or any of tK& respective consultants. agents, officers, directors or employees by any employee (or the survivor or personal representative of such cmploycc) of CONTRACTOR. an), Subcontractor, any .Supplier, any person. or organinlion directly or indirect)}, employed by 17 any of them to perform or famish any of the Work or anyone for whose acts ally of them inay be liable, the indemnification obligation under.paragaph6.31 shall not be limited in any way by any limitation oh the amount or type oCdamages, compensation or benefits payable by or for CONTRACTOR or, any such. Subcontractor, Supplier or other parson or orurnirxtion under workers' compensation acts, disability benefit acts or other employee benefit acts. 6.33. The indemnification obligations of CONTRACTOR under pi magraph631 shall not extend to the liability of ENGINEER arid ENGINEER'S Consultants, officers, directors, employees or agents cursed by the professional negligence. errors or omissions of any of them. .Surviral. ojOMigmYons•: 634. All rcprescmatmrts, indemnifications, warranties and guarantees made in. required by or given in accordance with the Contract Documents, as well as all continuing obliaations indicated in the Contract Documents, will survive final payme'iit3 completion arid acceptance of the. Work and termination or completion of the Agreement. ARTICLE 7--OTHER WORK Related Work ar Sire:. TI. OWNER may perform other work, related to the Project at the site by OWNER's own forocs, or lei other direct -contracts therefor which shall ebritain (icncial Conditions similar to these, or have other work performed by utility owners. If the fact that such other work is to be perforrimcd was not noted in"the Contract Do wncnis,.theri: (i). written notice thereof will be given to CONTRACTOR 'prior, to starling any such other work and (o)CONTRACTOR May make a claim 'therefor as provided in Articles I i and.12 if CONTRACTOR believes" that such performance tyill involve additional exp m,5 to CONTRACTOR or requires additional time and the parties are unable to agree as to the amount or extent thereof. 7.2. CONTRACTOR shall afford each other contractor who is a party to such a direct contractand each utility owner (and OWNER. if OWNER is performing the, additional work with OWNIER's employees) proper and safe access to the site and a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work and shall properly.connect and coordinate the Work with theirs: Unless'otherwise provided in the Contract Documents. CONTRACTOR shall do all cutting, fling and patching of the Work that may be required to make its several parLs come together properly and integrate with such other work. CONTRACTOR shall not endanger any work of others b'y cutting. excavating or otherwise altering their work and will tmly cut or"ahertheir wyork with the written consent of ENGINEER and the `others whose workwill be affected. The duties and responsibilities of. CONI RA( TOR under this paiagraph are for the beneftt.of such utility owners and other ctmtmctom to the extent that there nre comparehle EJCUC GENERAL CO,NDITIot+S 19104t (1990 Editicia lb w9 CITY OF FORT COLLI NSUODIFICATI(SNS tREV 4R000) provisions for the benefit of CONTRACTOR in said direct contracts' between OWNER and such utility owners and other contractors: 7.1 If the proper execution or results of any part of MNTR4CTOR's;Work depends upon work pertornied by others under this Article 7, CONTRACTOR, shall inspect such other work and promptly report to ENTGINEER'in writing any delays, defects or deficiencies in such other work that resider it unavuilable or unsuitable for the: proper cxecutiori and results ofCONTR 1CTOR's Woik: CONTRACTOR's 'failure so to report will constitute an acceptance of such other work as fit and proper, for integration with CONTRACTOR's Work except for latent or nonapparent defects and deficiencies in such other iJork. CoonlYnarion: 7.4. If OWNER contracts with others for the performance of other work on the Project at the site, the Wlowingwill be set forth inSupplementiiry_Conditipns: 7.4.1. the person, firm or cogxomtion who will have authority and responsibility for coordination of the activities among the various prime contraction will he ide tified; 7.4.2. the specific matters to..he.covcred by such authority and responsibility will be itemized; and 7.4 3. the extent of such authority and responsibilities will be provided. Unless otlocrwisc provided . in the Supplementary Conditions, OWNER shall have sole authority and responsibility in respect of such coordination. ARTICLE,9—O\4NER'S RESPONSIRILITIES 8.1. Except as otherwise provided in these Gmeml Conditions, OWNER shall issue all communications to CONTRACTOR through ENGINEER. 8.2; in case of termination of the employment of ENGEN-ER, OWNER shalt appoint an engineer aviinu whom-CONT-RAETOR--ma{ es-no-reasonable-objectiim; whose stars under the Contr ct Documents shall be that of the former ENGINEER 83: MINER shall famish the data required of OWNER under the Contract Documents promptly and shall make payments to CONTRACTOR promptly when ihey` are due as provided in ptaagraphs 14.4; and 14..13. 8.4. OWNEWs duties in, respect of providing lands and easements and providing engineering surveys to establish reference points 'are set forth in paragraphs4.1 and 4.4: Paragraph4.2 rcfers,to OXVNERs identifying and .making available to NCONfRACTOR copies of reports of explorations and tests -of subsurface conditions at the site and drawings of physical conditions in existing 0 • 0 0 structures at or'contiguous to the site that have been utilized by ENGII rEER in prepaiing the,Comracl Documents forth -in jmragraphs 5 5-Ili"rougt 5-1(t: 8.6. OWNL'•R is obligated to execute Change Orders'as indicated in paragraph 10.'4. 8i7. OWNER'S 'responsibility in respect :of certain. uispections, tests a'nd approvals ts. set`Conh in pam2rmph 13.4. 8.8. In connection with OWNFR's right to stop Work.or suspend \York. 'see. Inn graphs ;13111 and 15.1. Ptuagaph 15.2 deals with, OIVNER's right to terminate services of C:ONTRACTOR.undcicertain circumstance. 89. The OWNER, shall not -supervise, direct or have CONfRAG'rORs means; methods, techniques, sequerices .or proc:cdures of consiniction or d1c sarcty precautions and programs incident thereto, or for any failure of CONTRACTOR to comply with laws and Regulations applicable to die furbishing or performance of the Work. OWNER will not he r0f.7insible''for C•ON'I'RA, CTOR's faamc-Itrpeirorm or furnish the Work in accordance with $FG1�3>:VN'.;R's-:�_.�, ;a ihiFity-in=respes�sed .Asbesfcr.I63mrdnu. Itndtee���i-z�c�mLl'nllc V �cic V -Ol-i��`eliled-8t-iiie'3tte't3 e m "' rtmrztgoph"1-5. • h r•r��rr� u n TAR— "^^.:..r`' reiftd—that— immef -I arrangements -have-, 4epn made-z svtsfy-OWNGit's responsiblity-in-ry*spect-thereof-w i t1=be-ns-set-forth=ire-tl>z Supplementary -Coed itioiu. ARTICLE 9-FNG1 iVEFR'S STATUS DURING CONSTRUCTION OIINER's Representative: 9.1. E'NrGrNTlMR will be OWNTER's representative during the construction period. The 'duties and .responsibilities and the limitations Or authority of ENGINEER as OIVNER's ,represenhdive during construction are set forth in the Contract Documents raid 'shall rxithe'extended without'writtcn carsent. of ONTFER and ENGLNTEER I%refits to Site: 9.?. ENGINEER will make visits to the site at intervals appropriate to, the various stages of eonstntction as ENGINEER deems necessary in order to observe as an enperienced and qualified design professional the progress E1COCGENERALC rDMOt.'S 1910-8(Ow Editim), a/CITY OI--FO1lT COLL11.5 hiQD6�ICATI(iNS tkEV .12000) 0 that has been made and the quality of the various aspects of CONTRACTOR's erewted Work. Based on information obtaineddurirlg such visits and observations. ENGM-M will endeavor for the benefit of OWrNTER'to determine in gr»eral, iC Ihe'Work is proceeding in accordance with the Contract Documents.. ENGINEHR will not be required to make exhaustive or -continuous on - site inspections to check the pualifv or Wantity of the •iVations, FNGINFER will keep OWNER of the progress of the Work and will endeavor to VNF;R against defer five Work. I NGINFF'R's 19n-site A:ervaticins'are'subject to all 'the "s on ENGINEER's,authontv;andresponsibitit}' in pa rmgraph 9:13,.and particularly, but without . during or as a result of ENGINEER's on site not supervise, direct, control or ;tie respbh"sihle, for CONTRAUI construction or the safety precautions and programs incident thereto, or for any- .failure of CONI'RACTOR.tn comply with Laws, and Regulatinm.npplicahlc to .the furnishing or parlomlancc of the Wnrk. Project Representative-, 9.3A. The ,Representatives dealirms in matters pertaining, to the on -site work wilhinryeneml- be..i6th the ENGINEER and CONTRACTOR But; `the Representative will keep the OWNER properly advised about such matters.- The Representative's dealings with subcontractors will only be through or with the full knowledge and approval of the CONTRACTOR 9.3.2. Duties and Responsibilities. Representative will: .9.3.2.l.Schedules Review" the progress 19, 20 schedule :and other schedules prepared by thz CONTRACTOR and consult with the ENGINEER concerning acceptability. 9.32.2 Conferences and Meeting Attend meeting with the -CONTRACTOR such as preconstruction conferences._progtss mectin z and other wb conferences and prepare and circulate copies of minutes of meetings. 9.32.3. Liaison 9.3.2.3.1. Serve as ENGINFER'S liaison with CONTRACTOR. working principally through CONTRACTOR'S superintendent to assist Ahe CON'fRAC]'OR in understanding the Contract Documents. 9 3 2 3 2 Assist in obtaining from.O%VtgER additional details or information, when required for proper execution of the Work. 932:3.3. Advisc the ENGINEER and CONTRACTOR of the commencement of any Work requiring a Shop Drawing . mmnle submission if the subirnsion his not hccn an,p ovcd by the FN GINFFR: 9.3.2.4.Review of \York Rejection of Defective Work, Inspections and Tests -- 932.4.1. .Conduct on=site'ohszn•ations of the Work-i i roroeress to assist the ENGINEER in determining that the Work is procccding in accordance with the Contract Documents. 9.3.2.4-3. Accompanyyisitirm inspectors representing Wblic or other agencies Navinp jur sdicuon over the Project. racottl the resulu of these inspections and report to the ENGINEII2. 9.3.2.i. Intztpralalion of Contract Documents Report to ENGINEER when cla ifications and interpretations of.the Contract Documents are needed and transmit to CONTRACTOR clarification and interpretation. or the Contract Documents as' issued by tlie, ENGINEER 9.3.2.6. Mod Scations. Consider. and evaluate CONfRAcrows suggestions for EJCDC UE"NERAL CONDMON519104 (1990 E(itim) w!CITY OF FORT COLLINSMOU1FICATIONS(HEV•1ROOe) modification in Dralvutes or Specifications and report these recommendations to ENGINEER: Accumtely transmit to CONTRACTOR decisions issucYl by -the ENGPNEER. 9.3.2.7. Records. 39 2:5. Reports. 9 3 2:8.1. Putii sh ENGINEER periodic reports, as.raairetl, of the progress of the Work and of the CONTRACTOR'S compliance with the progress schedule and 'schedule of shop Drawing and. same -.-- 93.2.5.2. Consult with ENGINEER_in advance of scheduling major tests, impectionsor start of important phases of the Work. 9.3.2.8.3. Drift proposed Cktnge Orders and Work Directive ChangCsobtaining backup material Gom.the CONTRACTOR and recommend to' ENGINEER --..Change Orders. b\rork Directive Chmges and Geld -orders - - - - 932.8.4. Report immediately to ENGINEER and OWNER the occurrence of any accident. 9.3.2.9. Payment Requests. Review applications far ynmcn, wall CON7'RACfOR'for'compliance with the .established procedure for their :suhmisdirm and forward with recommendmion to E • 0