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HomeMy WebLinkAbout108423 VOGEL CONCRETE INC - CONTRACT - BID - 6034 CONCRETE STREET MAINTENANCE PROJECTSPECIFICATIONS AND CONTRACT DOCUMENTS FOR Concrete Street Maintenance Project East Mountain Avenue BID NO. 6034 PURCHASING DIVISION 215 NORTH MASON STREET, 2ND FLOOR, FORT COLLINS February 26, 2007 — 3:00 P.M. (OUR CLOCK) a db The Contract Documents and Construction Drawings may be examined online at: 1. City of Fort Collins BuySpeed: https://secure2.fcgov.com/bso/login.jsp 2. Mercury-LDO Reprographics: www.mercury-ldo.com Copies of the Contract Documents, complete with Construction Specifications and Drawings, may be viewed and purchased at: 1. Mercury LDO Reprograhics: • FORT COLLINS: 422 S. Link Lane, Ft. Collins, CO 80524 Ph: 970-484-1201, Fax: 970-221-0404 • ENGLEWOOD: 9632 E. Arapahoe, Englewood, CO. 80112 Ph: 303-790-7169, Fax: 303-792-2936 • DENVER: 860 Bryant Street, Denver, CO. 80204 Ph: 303-893-8701, Fax: 303-893-0617 • COLORADO SPRINGS:11 E Las Vegas, Colorado Springs, CO. 80903 Ph: 719-231-8121, Fax: 719-633-5710 • LODO: 1660 Wynkoop Ste. 130, Denver, CO. 80202 Ph: 303-785-2520, Fax: 303-785-2522 • BOULDER: 2575 Pearl St. Unit C., Boulder, CO. 80302 Ph: 303-539-1350, Fax: 303-539-1356 2. Builders Exchange, 223 South Link Lane, Fort Collins, Colorado. 07/2001 Section 00020 Page 2 L1vGLNEEPy nctit� particularl}�the relatior>s}ntprgf the payment rcquuestedl to the schedule cif value work completed and materials acid event delivered at the site Met ndx inconxxated rn the MAIL 9.3.2.1O! curnpletion 93.2 1t7.1. Bef re IZW1NTER issues a Certificate of Substantial Completion submit to CO?N1'RACTOR a list of observed items r ire,r�uacetion� or cwq,�iltaicm Conduct Gnat inspection in the company of the F,NGI?N)EF.R, OL4NP,R and (CONTRA(71`0k aril nairc a fi al list of items to be corrected or cumnleted. 9.2,10.3 9hscn=C Vwt All z scat (t final _list have been corrected ormmpieted_and make recommenda&s to ENGEQE&R concemiiia accetvtance. v 3.3. Limitation of Authority- m'1he Rmriiientnve shall 9 3 3 1 Authorin any dcviatjonsfrom the C�xtract _Ih�ciimutts dx accd�t unv�sul�sttutd: materials or equipment,_ unless authorized by the h?NGI N I:r.`IR. 4 3,12 .....__E xccd limitations oi,.._FNCTIN3 EIR'S With am= as set forth in the Contract Doetuuentg 93.3 3 Undertake any of the responsibilities of the CtNTRACTOR. Subcontractor.-, nr CQNTRACT OI2'S superinten5knt. 9 3 3 4 _. Advise on,. or isauc duectiors relative uw dr assume control over any aspec9_ of the means, .methods techniques seilocrees,_, or procedures,_ far constructton ,carless, .suoh is specifically called for in the C:oniract Documents 933.5. Advise on or issue directions regarzhre or assume_ control ,over ,safety precautions and programs in connections with the Work. 9.33fi Accept Shop Drrawu+g or sample submittals from anyone other than the CONTRACTOR 9-13 7 Authorize CANER to occupy the 14'urG, ti Mole 9E impart, 9.3.3.5, _Participate in specialized, field or Inboratory tests or insixctioxns conducted by others kept as_ specifically. authorized by the ENGINEER Clarifrcatioas and Interpretations: 9.4. ENGINEER will issue with reasonable promptness such wTiuer clarifications or unterlretatic ns of the requirements of the Contract Documents (in the form of Drawings or otherwise) as rNIGrINTEER may determine necessary. which shall be consistent with die intent of and remonahly inferable from the Contract Documents. Such written clarifications and interpretations will be binding on OWNER and CONTRACTOR. If OiN1 ER or CONTRACTOR believes that a written clarification or interpretation justifies an adjustment in the Contract Price or the Contract Times and the parties are tenable to agree to the amount or extent therooL if' any,OWNER or CONTRACTOR may make a written claim therefor as provided in Article 11 or Article 12. Authorized Nutiations in IVark 9.5. ENGINEER may authnri7c minor variations in the Wuro from the requirements of the Contract I>ocumems which do not involve an adjustment in the Contract Price or the Contract Tunes and are compatible with the design concept of the completed Project as it functioning whole as indicated by the Contract Documents. These may be accomplished hvaField Order and will he binding on OA'NFR and also on C'ONTRAM'OR who shall perfcam the Work involved promptly. If OWNER or CONTRACTOR believes that a Field Order justitcs an adjuswncnt in the Ccintmct Nice or the Contract Times and the parties are unable to agree as to the amount or extent thereof, OWNER or CONTRACTOR mac make a written clam therefor as provided in Article 11 or t2. Ryecang Defeetwe Worit 9K ENGINEER will have authority to disapprove or reject Work which FN,(iT\F,F,R helievec to he defecnve, or that ENGINEER believes wild not produce a completed Project that conforms to the Contract Documents or that will prejudice the inrtgrig of the design concept of the completed Project its a functioning whole as indicated by the Contract Documents. ENGLNEER will also have authority to require special inspection or testing of the Work as provided in paragraph 13.9, whether or not the Work is fabricated, insadled or completed. Shdy) Drawings, Change Orders and Payments,- 9.7. In connection with FivG XRs authority as to Shop Dmwimms am] Samples, see paragraphs 6.24 through 6.28 inclusive. 9.S In connection with FNGINEERs authority as to Charge Orders, ace Articles 10. 11. and 12. fn9. In cormection with ENGINNEERs authority as to Applications for Payment, see Article 14. Determinations for Uint Prices 91Q. ENGINlEER will determine the actual quanuties and classifications of Unit Price Work performed by CONTRACTOR. ENGINEER will review with CON'I'RAM'OR the ENG I 'if -,ER's preliminary determinations on such matters before rendering a written decision thereon (hy recommendation of an Application EKW, (9t7.it•3l.MXX) 1Mn0h'31910-5 a940 1,61m) w.=CITY or FORT coots Mcxin3C•rcriON'�s uuv indoor for Payment or otherwise), ENIGINMRR"s written decision therein will be final and binding upon OWINTER and CONTRACTOR unlm within ten days after the date of any an& decision, ision, either OWN or CONTRACTOR delivers to the other and to ENGINEER written notice of intention to appeal from ENGLNFHR's decision and! (i) an appeal from ENGINEER'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 aril CONTRACTOR pan -wit to Article 16. or (hi) if no such Dispute Resolution Agnxmera has been entered into, a formal proceeding is instituted by the appealing party in a forum of competent junseliction to axnrcise such nghis or remedies as the appealing party may have with respect to liNCINEER's decision unless otherwise agreed in writing by OWNER and CONTRACTOR. Such appeal will not be subject to the procedures of paragraph 9.1 h. Deefdonns an DiTuter 9.11. F.NGIN:F`.ER 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 manes relating to the acceptability, of the Work or the interpretation of the requirements of the Contract h)ocumems pertaining to the perfirmariec and tarnishing of the Work and claims under Articles i 1 and 12 in respect of chahtges in the Contract Price or Contract Times will be refened initially to ENGINEER in writing with a request for a formal decision in accordance with thus paragraph Written notice of each such claim, dispute or other matter will be delivered by the claimant to ENG1iNTER and the other party to the Agreement promptly (hurt in no event later than thirty days) after the start or the occurrence or event giving rise thereto, and written supporting data will be submitted to ENGINEkk and the other party within sixty days after the start of such occurrence or event unless h lCl[N MR allows an additional period of time fir the submission of additional or more accurate data in support of such claim, dispute or other matt". The opposing party shall submit any response to M�GINEER and the claimant within thirty days after receipt of the claimant's last submittal (unless FNGLNTER allows additional time), ENGINEER will render a formal decision at writing within thirty days after receipt of the opposing party',, submittal, if any, in accordance with this paragraph. FSNGINTERs written decision on such claim. dispute or other matter will be Etna] and binding upon OWNER aril CONTRACTOR unless_ (i) an appeal from ENGLNEER's decision is taken within the time limits and in accordance with the procedures set forth in LNHIBIT GC -A "Dispute Resolution Agreement", entered into between OW NTR and CONTRACTOR puasuam to Article 16. or (ii) if no such Dispute Resolution Agreementhas been eraered into, a written notice of intention to appeal from ENUNLER's written decision is delivered by 01.i:NER or COIN -TRACTOR to the other and to LNGIINTISt 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 exercise such rights or remedies as the appealing party may have with respect to such claim, dispute or other matter in accurdance with applicable Laws and Regulations within sixty days of the date of such EXIX70ti+`WAL C,ONDMONS 1910-Stiwa F.diiatf "'- m• CITY OF FORT COLLM NIOUIFICATIONS (MV 4 ,12mth6) decision, hitless otherwise agreed in -ATAing by OWNER and CONTRACTOR- 9 11 ""hen functioning as interpreter and judge under paragraphs 9.10 and 9.11. ENGINEER will not show Partiality to OWNER or CON'RACTOR and will not be liable in connection with any interpretation or decision rendered in good faith in such capacity. The rendering of a decision by ENGINTM pursuant to paragraphs 9,10 or 9.11 with respect to any such claim. dispute or other matter (except any which hav a been waived by the making or acceptance of fmal payment as provided in paragraph 14.15) will he a condition precedent to any exercise by OWNER or CONTRACTOR of such rights W remedies as either may otherwise have under the contract I:kcumcnts or by Laws or Regulations in respect of any such claim, dispute or other matterileas �. 9.13. Limitations on EVGINEER'b Anslimifi and Respondbififter 9.13.1_ Neither EN(;lNEFsR's authority or responsibility under this Article 9 or under arry other provision ofthe Contract Documents nor any decision made by ENGINEER in good faith either to exercise or not exercise such authority or resporrobility or the undertaking, exercise or performance of any authority or rewnsibility, by F NtGINEER shall create, impose or give rise to any duty owed by ]ENGINEER to CONTRACTOR, any Subcontractor, any Supplier, any Other parson ar crganization, or to any surery for or employce or agent of any of them. 9.13,3. FN61Nfi1R will not supervise.. direct, Control or have authority over or tee: responsible for CONTRACTOR's means, methods, techniques, sequences or procedures of construction or the safety precautions and programs incident thereto, or for any failure of CONTRACTOR. to comply with Laws and Regulations applicable to the fim ushhing or perfonnance of the Work. ENGINEER will not be responsible for COX71R.ACTOks failure to perform or furnish the Work in accordmice with the Corm et Documents. 9.133- ENNGLNEER will riot be responsible for the acts or omissions of CON -TRACTOR or of am Subcontractor, am Supplier, or of any other person jr organization performing or furnishing any of the work 9,13.4. ENGLNE)R'sreview ofthe 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 eta be delivered to paragraph.14.12 will only be to determine generally that their content complies with the requirements of, and in the case of certificates of inspections, tests and approvals that the results certified indicate compliance with, the Contract Docurllems, 9.115. The limitations upon authority and responsibility set forth in this paragraph 9,13 shall also apply, to ENGINEER's Cotrsullants, Resident Project. Representative and assistants. ARTICLE 10—CHANGES IN TM NVORK 10.1. Without invalidating the Agreement and without notice to any surety, OWNER may, at any time or from time to time, order additions. deletions or revisions in the Work. Such additions, deletions or recision will he authorized by a Written amendment, a Change Order, or a Wort Chams;e Directive. Upon receipt of am, such document, CONTRACTOR shall promptly prooccd with the Mork involved which will be performed totter the applicable conditions of the Contract Documents (except as otherwise specifically provided), 10.2, If OWNER and CONTRACTOR are unable to agree as to the extent, if any, of an adjustment in the Contract price or an adjustment of the Contract'rimes that should be allowed as a result of a Work Chafe Directive, a claim may le mace therefor as provided in Article I or .!Wile 12. 10.3_ CO1N" rRaCTOR shall riot he ertiticd io an increase in the Contract Price or an extension of the Contract Times with respect to any Work Performed that is not required by the Contract D) cumenvs as amended, modified and supplemented as provided in paragraphs 3 and 3.6, except in the case of an energeml- as provided in paragraph 6.23 or in the case of uncovering. Work as provided in paragraph 13 9, 10A OWNIIR and COMRACTOR shall execute appropriate Change Orders recommended by EINGI4N= (or Written Amendments) covering: 10,41 changes in the Work which are (t) ordered by OWISM-R pursuant to paragraph 10.1, (u)required because of acceptance of defecrrve Work tinder paragraph 13.13 or correcting clefecrive Work under paragraph 13.14, of (in) agreed to by the pantes; 10AA 2 changes in the Contract Price or Contract Times which are agreed to by the parties: and 10,43 changes in the Contract Price or Contract Timor which embopy the substance of any written decision reindered by ENGINEER pursuant to paragraph 9.111 provided that, in lieu of executing any, such Change Order, an appeal may be taken from any such decision in ac:oardance wrath the provisions of the Contract Documents and applicable Laws mid Regulations, but during any such appeal. CONTRACTOR shall carry on the Work and adhere to the progress schedule as provided in Paragraph ti 29, 10.5. If notice of any change affecting the general scope of the Work or the provisions of the Contract Do criments E141 OUNEKV, CONDITIONS 19104 Q99e E(tirim) wCITY OF FO2T C:OUANS MOOtnC.A'r1QxS MLV 43tuk"tr (including, but not limited to. Contract Price or Contract Times) is required by the provisions of am Bond to be given to a surety, the giving of any such notice will be COvTRACTOR's respursibtLty, and the amount of each applicable Bond will be adjusted accordingly. ARTIcu,11--CHANca, of coxmt , PRIch I1.1_ The Contact Price constitutes the total compensation (subject to authomed adjustmeras) payable to CONTRACTOR for performing the Work ill duties, responsibilities and obligations assigned to or undertaken by CONTRACTOR shall he at C0NTRA(-f0R's expense without change in the Contract Price. I L'-. The Contract Price may only be charged by a Change Order or by a Written Amendment. ,Am, claim fox an adjustment in the Contract Price shall be based on written notice delivered by the party making the claim to the other party and to ENGINUR promptly (but in no event later than thirty days) after the start of the occurrence or event giving rise to the claim anti stating the general nature of the claim Notice of the amount of the claim with supporting data shall be delivered within sixty days after the start of such occurrence or event (unless FNGrNFFR allows additional time for claimant it) submit additional or more accurate data in support of the claim) andshall be accompanied by claimant's written statement that the adjustment claimed covers all l-nrnm amounts to which the claimant is entitled as a resultof said occurrence or event all claims for adjustment in the Contract Price stall be determined by ONGINMER in accordanrce with p ragtaph 9.11 if O NTER and COAtRACTOR cannot otherwise agree of the amount involved. No claim for an adjustment in the Contract Bice will be valid if not submitted in accordance with this paragraph 1 t?. 113. The value of any Work covered by a Change Order or of any claim fiat an adjustment in the Contract Price will be determined as follows: 11.33, where the Work involved is covered by unit prices contained in the Contract Documents, hap application of such unit prices to the quantities of the items involved (subject to the provisions of _3 paragraphs 11.9.1 through 11.93, mcluswc): 11.3.2, where the Work involved is net covered by unit prices contained in the Contract Documents, by u mutually agreed payment basis. irx:luding lump sum (which may include an allowance for overhead and profit not necessarily in accordance with paragraph 11.62), 11.3.3. where the Work involved is not covered by unit prices contained in the Cordraax Documents and agreement to a lump sum is not reached under paragraph l 1.3 , on the basis of the Cost of the Work (determined as provided in paragraphs 11 A and 11.5) plus a CONTRACTOR'% fee for overhead and profit (determinedaspravidcd in paragraph 11.61 Cost of the 1 lard : 11-4. The term Cost of the Work means the sum of all costs necessarily incurred and paid try CONTRACTOR in the proper performance of the Work. Except as otherwise may he agreed to in writing by OWNFR, such casts shall he In amounts no higher than these prevailing in the locality of the Tiniest, shall include only the following items aril shall not include any of the east% itemized in paragraph 11.5• 7IALPayroll costs for employees in the direct employ of CON MAC'roR in tlw performance of the Work under schedules of job classifications agreed upon by OW'NLR and CONTRACTOR. Such employees shall include without limitation superinterdents, foremen and other personal employed full-time at the site Tor}moll cuts for employees not employed full-time on the Work shall be apportioned on the basis of their time ,pent on the Work Pa}joll costs shall kdude put -trot be limited to, salaries and wages plus the court of fringe benefits which shall include social w=ity contributions, unemployment, excise and payroll taxes, workers' compensation, health aid retirement beneGtk-lxmaxea; a ek applicable thereto. The ctq a scs of performing Work after regular working hours, on Saturday. Sunday or legal holidays, shall be included in the above to the exicrt authorized by O W'1v'IR 11.4.2. Cost of all materials and equipment furnished and incorporated in the Work, including costs of transportation and :aoraLe thereof, and Suppliers' field services required in connection therewith. All cash discounts shall accrue to CONTRACTOR tadess OWNER deposits funds with CONTRACTOR with which to make payments, in which case the cash discounts shall accrue to OWNER. All trade discounts, relates and refurxLs and returns from sale of surplus materials and equipment shall accrue to OWNER and CONTRACTOR shall make provisions so that they may be obtained. 11.43. Payments made by CONTRACTOR to the Subcontractors for Work performed or furnished by SubcontractorsIf required by OWNER, ,y4 EJ('LK�(IEN'E7tAL CC'FNUlitt7h51A1a-a [194tr E.�itimt w%Ca'lY OF FORT COLLINS MODIFICATIONS (REV 4C(M) CONTRACTOR shall obtain competitive bids Exam Subcontractors acceptable to OWNER and CONTRACTOR and shall deliver such bids to OWNER who will then determine, with the advice of E'NGTNEER, which bids, if any, will be accepted. If any, subcontract provides that the Subcontractor is to be paid on the basis of Cost of the Work plus a fee, the Subcontraetoes Cost of the We&, and fee shall be determined in the same manner as CON'TRACTOWs Cost of the Work and fee as provided in paragraphs l I A, 11.5, 1 L6 and 113, All subcontracts shall be subject to the outer provisions of the Contract Documents ntsnfar as applicable. 11.44, Costa of special consultants (including but not limited to cnginecrs, architects, testing laboratories, surveyors, attorneys and accountants) employed for services specifically related to the Would. 11.4.5. Supplemental costs including the following: I I AAA 1. The proportion of necessary transportation, travel and subsistence expenses of CON't-RAMOR's employdcs incurred in discharge of dutic%connex tcd with the Work. 11.432. Cost, including transportation and maintenance, of all materials supplies, equipment, machinery, appliances, once and temporary facilities at the site and hand trots not owned by the workers, which are consumcd in the performance of the Work, and cost less market value of such items used but net consumed which remain the property of CONRACTOR. 11.4.5.3. Rentals of all construction equipment and machinery and the parts thereof whether rented from CONTRACTOR or others in accordarce with rental agreements approved by OWNER with the advice of SNGINLLR, and the costs oI transportation, fading. unloading, inswIlation, dismantling and removal thereof -all in accordance with terms of said rental agreements. The rental of any such equipment. machinery or pans Mall cease when the use thereof is no longer necessary for the Work 11 A.5.4, Sales.. consumer, use or similar taxes related to the Work, and for which CONTRACTOR is liable- imposers by laws and Regulations, 11,4.5.5. EX -posits lost for causes other than negligence of CONTRACTOR, any Subcontractor or anvcme directly or indirectly employed by arty of them or for whose trots any of them may be liable, arch royalty payments aril fees for permits and licenses. 11.4.5.6. Losses and damages (and related cyTimws) caused by- damage to the Work, not compensated by insurance or otherwise. sustained by CONTRACTOR in connection with the performance and fumislting of the Work (except losses and damages within the deductible amounts of property insurance established by OWNER in accordance with paragraph59), provided they have resulted from causes other than the I of CO)NfRAcIroR, ally Su oaarastor, or anyone directly at indiredtly employed by any of them or for whose acts any of them may be liable. Such losses shall include settlements made with the- written consent and approval of OWNER. No such losxxs, damages and expenses shall be included in the Cost of the Wok for the purpose of determining CONTRACTOR's fee. IL however, any such lass or damage requires reconstruction and CONTRACTOR is placed in charge thereof CONTRACTOR shill be paid for services a fee proportionate to that stated in paragraph 11.62. 11.4.5.7. The cost of utilities, fuel and sanitary facilities at the site, 1 L45,8, k1mcs- expenses such as telegrams, long distance telephone calks, telephone service at the site, expressage and similar patty cash items in connection with the Work. 11439, Cast of prom iums for additional Birds and insurance required because of changes in the Work. 115_ The term Curt of the Wort: shall rat include anv of the following'. 115,1, PayToll casts and other compensation of CON7R.ACTOR's officer-,exectnives, principals (of partnership and sole proprietorships), general managers, engineers, architects, estimators, auomcys, auditors. ac3untants, purchasing and extntrawng, agents, expediters, timekeepers, eksks and other persotam l employed by (,(_)N PVvC C)R whether at the site or in C O TRACTOTs principal or a branch office for general administration of the Wcxk and not specifically included in the agreed upon schedule of Job classifications referred to in paragraph 114,1 or Twifieally covered by paragraph 11.4.4--all of which are to be considered administrative costs covered by the CONTRACTOR's fee. 1152, Expcnses of CONTRACTOR's principal and branch offices other than C ON7RACTOR's office at the site. 115.3. Any pun of 00MRACTOWs capital expenses, including interest on CONTRACTOR'S capital employed for the Work and charges against CONTRACTOR for delinquent paymrents. 115.4. Cost of prcrniums fox all Bombs and for all issuance whether or not CONTRACTOR is required by the Contract Ckxvments to purchase and maintain the same (except for the eau of premiums cowered by subparagraph 11.4.59 above). 11 Casts cote to the negligence of CONTRACTOR any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts am of them may be liabfe, including but not limited to the correction of defective Work, disposal of materials or equipment wrongly supplied and making good any damage to property. _t,d 5_6, Other overhead or general expense casts of any kind and the costs of any item not specifically and expressly included in paragraph 114, 11,6_ The CONfRACCC)R's fee allowed to CONTRACTOR for overhead and profit shall be determined as follows: 11,b,1. a mutually acceptable fixed fee; or 11.6 ' if a fixed fee is not agreed upon, then a lea hased on the following percentages of the various portions of the Cast of the Work: 11.6,2.1. for costs incurred under paragraphs 114,1 and 11a.^_, the CONTRACTOR's fee shall be fifteen percent; Il.b.22 for costs incurred under paragraph 1143, the CONTRACTOR's fee shall be five percent, 116.2.3. where one or more tiers of suhconamds are on the basis of Cost of the Work plus a fee and no fixed fee is agreed upon, the intent of paragrapdhs 11.4.1, 11.421 11 4.3 and 11 6 -' is that the Subcontractor who actually performs or furnishes the Work, at whatever tier, will be paid a fee of fifteen percent of the costs incurred by such Subcontractor under paragraphs 11.4.1 and 114,2 aml that rrry higher tier Subcontractor and CONTR 1CT012 w11i each be paid a fee -of -five perent-ehf the amount paidto the next -lower tier Subcontractor, to be negotiated in good faith with the -OWNER-but not to exceed five I w6ent of the amount paid to the next lower tier Subcontracto r I 1-C3, 2.4, no fee shall be payable on the basis of crests itemized under paragraphs- 11.4A, 11.4.5 and 11 5: 11 62.5, the amount of credit to he allowed by CONTRACTOR to OXVNER for any change which results in a net decrease in cost will be the amount of the actual net decrease in cost plus a deduction in CON-TRACTOR's fee by an amoum equal to five percent of such net decrease; and 11.6.2.6. when both additions and credits are involved in any one change. the adjustment in CONTRACTOR'S fee shall be computed on the basis of the net change in accordance with paragraphs 11 6.2.1 through 11.6.15, inclusive. 11.7. Whatever the cost of any Work is to he Exec CteNFR.AL CVNIunot-s 1910-8 (1990 FAUm 25 w CITY OF FoaT COWMIS MCN)n9CA'rrONS tRt1' 4,?owi determined pursuant to paragraphs 1 L4 and i Ly' CONTRACTOR will establish and maintain TecodS thereof in accordance with generally accepted accounting practices a>id submit in form acceptable to I3vGTNrMR an itemized. cost breakdown together with supporting data, Cash Allwmtneesr 11,S. It is understood that CONTRACTOR has included in the Contract Price all allowances so named in the Contract Documents and shall cause the. Work so covered to be furnished and performed for such sums as may be acceptable to OWNER and MUNliGR. CONTRACTOR agrees that: I 81, the allowances include the cast to CC7NTR.AC"f0R (less any applicable trade discounts) of materials and equipment required by the allowances to be delivered ut the site and all applicable taxes, and 11.8.2. CONTRACTOR's costs for unloading aril handling on the site, labor, installation costs, overhead. profit and other expenses contemplated for the allowances have been included in the Contract Price and not in the allowances and no demand for additional payment on account of any, of the foregoing will he valid. Prior to final payment. an appropriate Change Order will be issued as recarnmen" by ENGINEER to reflect actual amounts due CONTRACTOR on account of btork covered by allowances, and the Contract Price shall he con espondingly adiusted. 11.9. flnit Price Wmic 11.9,1. Where the Contract Documents provide that. all or part Of the l$ork is to ore Unit Price Work-, initially the Contract Price will be deemed to include for all Unit Price Mork an amount equal to the sum of the established unit prices for each separately identified item of Lhm Price Work times the estimated quantity of each item as indicated in the Agreement_ The estimated quantities of items of Unit Bice Uiori, are not guaranteed and are safety for the purpose of comparison of Bids and determining an initial Contract Price. Determinations of the actual quantities and classifications of Emit Price Work performed In, CONfRACPGR will be made by ENGENEER in accordance with paragraph 9,10. Each unit price will be deemed to include an amount considered by CONTRACTOR u) be adequate to cover CONTRACTOR'S overhead and profit for each separately identified item. I393.O1k'y7R or C0 TR:ICTOR may, make a claim for an adjustment in the Contract Price in accordance with Article I i if. 11.9.3.1, the opwrtity of any item of unit Price Work performed by CCJNTRAC'I'OR differs materially and significantly from One estimated quantity of such item indicated in the Agreement; tti trC'LX'r}t'n�tAl, CC5N1.rlTIO4S tY10-S f1�N/Nhtimt tvi 0TY OF FORT COLLtNIS M(A)IICAT1ON6 IRLV d _0()Q/ and 11.9.3.2. there is no corresponding adjusurient with mgxct to any offer item of Work, and 11.933. if CONTRACTOR believes that CONTRACTOR is entitled to an irxrease in Contractprice as a result of having incurred additional expense ur 01 NER believes that OWNER is emitted to a decrease in Conimc Price and the panics are unable to agree as to the amount of any such increase or decrease. 11 9.3.4. CONTRACTOR aclawwlediles that the OWN F,R has theright to add or delete items in the chid or chagge_gruantities at l:AVNHR'S sole discretion without affecting the Contract Pace of env remaining item so lane as the deletion or addition �xs M excxscyj. InItty-fiis prr ril, theanginal total Contract.. Price,. Ai rICLV12-01ANG1<OF'CON1'BACT'I'IM, LS I?J The C:.ontract'fimes (or Milestones) may only be lunged by a Change Order or a Written Amendment. Any claim for an adjustment of the Contract Times (o Milestones) shall be based on tvrhten notice delivered by the party making the claim to the other party and to ENGINEF,R promptly (but in no event later than thirty days) after the occurrence of the event giving rise to the claim and stating the general nature of the claim. Notice at* the extent of the claim with supporting data shall he delivered within sin- days after such occurrence (unless HN WEER allows additional time to ascertain more accurate data in support of the claim) and shall be accompanied by the ckaanm's written statement that the adjustment claimed is the entire adjustment to which the claimant has reason to believe it is entitled as a result of the occurrence of said event. All claims for adjustment in the Contra Times (or Xfilestones) shall be determined by FNGINEFR to accordance with paragmph9.11 if OkVNLR and CONTRACTOR cannot otherwise agree. No claim tic an adjustment in the Contract Times (o Milestones) will be valid if not submitted in accordance with the requirements of this piaragttph 12 t, 12.2. All time limits stated in the Contract Documents are of ilk- essence of the Agreement. 123. Where CONTRACTOR is prevented from completing any part of the Work within the Contract Times (or 1 dilestones) due to delay beyond the control of CCt.NTRACTOR, the Contract Times (or Milestones) will be extended in an amoua equal to time lost due to such delay if a clam is made therefor as provided in Paragraph 12.1. Delays beyond the control of CONTRACTOR shall incude, but not be limited to, acts o neglect by OWNER, aces or neglect of utility owners or other contractors performing other work; as contemplated by Article 7. fires, floods. epidemics, abnormal weather c )ndmms or acts of God. Delays attributable to and within the control of a Subcontractor or Suppler shall Ix deemed it) be delays within the control of CONTRACTOR 12A. Where CONTRACTOR is prevented from completing any part of the Work within the Contract Times (or Milestones) due to delay beyond the control of both OWNIER and CONTRACTOR, an extension of the Contract Times (or Milestones) in an amount equal to the time last due to such delay shall be CONTRACTOR'S sde and exclusive remedy for such delay. In no event shall OWNER be liable tci CONTRACTOR, any Subcontractor, any Supplier, any other person or cagani'ration, or to am surety for or employee or agent of any of them, for damages arising out of or resulting from (i) delays caused b5' or within the control of the C ONTRAC"IOR, or (ih) delays beyond the control of both parties including. but not limited to, tire& floods, epidemics, abnormal weather conditions, acts of God or acts or neglect by utility owners or other contractors performing other work as contemplated by Article 7. AR7'1Cl,E 13--T1 .['S AND 1NSt' 71IONS; CORRk'.CTION, REMOVAL OR ACCMANCk OR DEPIXTIVEWORK 13.1. :'4o tiee ofDefee( prompt notice, of all defective Work of whist OWNER or i:TK,f1gEER have actual knowlcke will be given to CONTRACTOR Nl defective lA'ork may be rejected, corrected or accepted as provided in this Article 11, , tccess to Rork: 13.2. 01k'QER 04GE4EER, ENGII\T ER's Coruuhatus, other represenatives and personnel of OILNMR, independent testing laboratories and governmental agencies with jurisdictional interests will have access to the Work at reasonable.. times for their observation inspecting and testing. CONTRACTOR shall provide them proper and safe conditions for such access and advise them of CONMNCTOR's site safety procedures and programs so that they may comply therewith as applicable. Tess andlnspectians: 13.3 CQNIM''+CTOR shall give ENGINEER timely notice of readiness of the Work for all required inspections, tests or approvals, and shall cooperate with inspection and testing personnel to facilitate required inspections tit tests. 13 a 01i'N113R shall employ and pay for the services of an independent testing laboratory to perform, all inspectioms, tests, or approvals required by the Contract Documents except: U 4,1, for inspections, tests or approvals covered by paragraph 13.5 below: 134.2. that costs incurred in connection with tests or inspection conducted pursuant to paragraph 139 EJCJX'of'NLliA1. coN*i r'now i910-s (t9%Fwim) W OTT 01; FORT (X-U.t#'5 MCr)m11C1A110RS (REV 4,70M) below shall be paid as provided in said paragraph 13.9. and 13.43, as otherwise specifically provided in the Contract Documents. 13.5. If Laws or Regulations of arrpublic body having jurisdiction require any Work (or pan ther tit) specifically to be inspected. tested or approved by an employee or other representative of such public body. CONUR-ACTOR shall assume full responsibility for arranging and obtaining such inspections, tests or approvals, pay all costs in connection therewith, and furnish ENGINEER the required certificates of inspection. or approval. CONTRACTOR shall also be resl`Wmible for armngtlf and obtaining and shall pay all costs in connection with any inspections, tests or approvals required for O'WNER's and E 1GINEER's acceptance of materiaLc or equipment to be incorporated in the Work, or of materials, mi- designs, or equipment sulrnined far approval prior to CONITRACTOR's purchase thereof fox incorporation in the Work, 13.& if any Work (or the work of others) that is to he inspected,, tested or approved is covered by, CONTRACTOR without written concurrence of L7NUINE}7t, it must, if requested by ENGINEER, be uncovered for observation. 13.3, Uncovering Work as provided in paragraph 136 shall he at CON'(RAC'TOR's expense unless MN-FRAM'OR has given ENGINEER timely notice of CONTRACTOR's intention to cover the same and RNGINI ER has not acted with reasonable promptness in response to such notice Uncovering Work: 118 If amp Work m covered contrary to the written request of ENGINEER, it must, d requested by E:NGLNUL<, be uncovered for ENGINEERS observation and replaced at CONTRAC"TOR's expense. 13,9. ifERG1NT ..ER considers t necessary or advisable that covered Work be observed by, LNGLN"EER or inspected or tested by others, CONTRACTOR at } 3GfN'EER's request, shall uncover, expose or otherwise make available for observation, inspection or testing as ENGL?TEI!R may require, that portion of the Work in questtom fumishmg all ncccssary labor, material and equipment_ If it is found that such Work. is defective. Coy,LpACTOR shall pay all claim oxos1s, losses and damages caused by. arising out of or resulting from such uncovering, agxisurc. observation. inspection and testing and of satisfactory replacement or reccntstructiort (including but not limited to all costs of repair or replacement of work of others); and 0XVNMR 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, IC however, such Work is not found to be &,fec- ive, C)NTRACTOR shall he allowed an increase in the Contract Price or an extension of the Contract Times for Milestones), or both, directly attributable to such _7 uncovering, exposure, observation, inspection testmg. replacement and reconstruction. arid, if the parties are unable to agree as to the amount or extent thereof. CONTRACTOR may make a claim there -fir as provided in Articles I I and 12. (ll{,VER Hay Stop the Work: 13.10. If the Work is de edive, or CONTRACTOR fails to supply sufficient skilled workers or suitable materials or equipment, or fails to furnish or perform the Work in such a way that the completed Work will conkam 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 OAA NIv ,R to stop the ]sick shall not give rise to arty duty on the part of OWNER to exercise this right for the benefit of CANT RACI'OR or any surety or other party. C TeMon mRemmvat of Defective ]yore: 13.11, If required K, ENGIiv'EER, CONTRACTOR shall promptly,. as dira.2cd, either correct all defective Work, whether or not fahneated, installed or mmpieted or, if the Wort: has been rejected by ENGINEER remove it from the .site and replace it with Woo; that is not defective. COM'RACI'OR shall pay all claims, coos. lcm;cs and damages caused by or resulting from such correction or removal (including but not limited to all costs of repair or replacement of work of others). 13.12. C:'Onwdian Period 13.1'_.l. If within cone -year two ,._years after the date of Substantial Completion or such-Ixngter period of time as may be prescribed by Laws or Regulations or by the terms of any applicable special guarantee required by the Contract Documents or by any specific provision of the Contract Documents am Work is found to be defective, CONTRACTOR shall promptly, without cast at OWNER and in accordance with OWNER's written instructions. (i) correct such defective Work, or, if it has beenrejected by Ol'r'NU. remove it from the site and replace it with Work that is not dsjechve. and (if) satisfactorily correct or remove and replace any damage to other Work or the work of others resulting therefrom. If CONTRACTOR doer not promptly +courphy with the terms of such instructions, or in an emergency where delav would (muse serious risk of loss or damage. OWNER may havee the dafcchve Work corrected or the rejected Work removed and replaced, and all claims, costs, losses and damages caused by or resulting from such removal and replacement (Including but not limited to all coats of repair or replacement of work of others) will be paid by CONTRACTOR 13.1.2.2.In special circumstances where it 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 Tun from an earlier date if so provided it the Specifications or by Written Amendment. 11,123. Where defective Ve'crk (and damage to other �R EY'VC OUNEatAL CONDITIONS 1914-a(19'A)te&i01) w, CdTy OF FORT COLW 99 MODIFICATIONS (a.Gy 4,2aW) Work resulting therefrom) has been corrected. removed or replaced under this paragraph 13.12, the correction period hereunder with respect to such Work will be, extended for an additional period of fair -year Iwo years after such correction or removal and replacement has been satisfactorily completed. Aceg+arnce of Defecfve li`ot*- 13.13. If, instead of requiring correction or removal and replacernent of defective Work. OWNER (and. prior to ENGINEER's recommendation of final payment. also ENGINEER) prefers to accept it, OWNER may do so. CONTRACTOR slid] pay all claims, costs, lasses and damages attributable to OWNLk's evaluation of and determination to accept such defective Work (such costs to be approved by ENGINEER as to reasonableness). If any such acceptance occurs pnor to HNGINT?KWs recommendation of furl payment, u C'ltange Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work: and OWNER she 11 be entitled to an apprapriate decrease in the Comma 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, If the acceptance occurs after such recommendation, an appropriate amount will be paid by cONTRA("I'OR to OA4NIlk, 09-7AT-R Afay Correct Defective Work. 13.P if CONTRA(-fOR fails within a reasonable time after written notice from ENGINEER to correct da:fecfrw Work or to remove and replace rejected Work as required by ENGINE}.R in accordance with paragraph 13.1 L orif CONTRACTOR fails to perform the Work in accordance with the Contract Documents, or if CONTRACTOR fails to comply with any other provision of the Contract Documents, OWIv'F;R may, after seven days written ra>tice to CONTRACTOR, correct and remedy any such deficiency, In exercising the rights and rcmtdics under this paragraph OWNER shall proceed expeditiously_ In connection with such corrective and remedial action, OWNER may exclude CONTRACTOR from all or part of the site, take pas9csston of all or pan of the Work, and suspend CONTRACT OR°s services related thereto, take possession of CONTRACTORS tools, appliances, construction equipment and machinery at the site and it cogioxate in the Work all materials and equipment stored at the site or for which OWNER has paid CONTRACTOR but which are stored elsewhere. CONTRACTOR Sall allow OWNTR. OAti^vFR's representatives, agents and employees. OAANER's other contractors and ENGNNEER and PQGINEER's Consultants access to the silt to enable OWNNER. to exercise therights and remedies under this paragraph. Nl claims, ants. losses and damages incurred or sustained by OWNER in exercising such rights :and remedies will be charged against CONTRACTOR and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work, and OWNER stall 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, casts, losses and damages will include but not be limited to all costs of repair or replacement of work of others destroyed or damaged by correction, removal or replacement of COINTRACTOR's defective Work_ CONTRACTOR sWU not be allowed an extension of the Contract Times (or Milestones) because of any delay in performance of the Work attributable to the exercise by OR',NER ofOArNF.,P.'s rights and remedies hereunder. ARTICLE la--PAX'MENTS TO CONTRACTOR AND COMPLETION Schedule of Fatless 14.1. The schedule of values established as provided in paragraph 2.9 will serve as the basis for progress payments and will he incorporated into a form of Application for Payment acceptable to ENGINNTEM. Progress payments on account of tint price Work will he based on the number of units completed. Application for Progress Payment: 14.2. At least twentv days before the date established for each progress payment (but not more often than once a month), CONTRACTOR shall submit to ENGINEER for review an Application for Payment filled out and signed by CO?vTRAC'"roR covering the Work completed ns of the date of the Application and accompanied by such supporting documentation as is required by the Contract Documents. If payment is requested on the basis of materials and equipment not inctxpormed in the Work but delivered and suitably stored at the site or at another location agreed to in writing, the Application for Payment shall also be accompanied by a bill of sale, irnoice or other documentation warranting that OXk NT!.JR has received the materials and equipment free and clear of all Liens and evidence that the materials and equipment are covered by appropriate properly insurance and other arrangements to protect OWNI3R's iture.1 therein, all of which will be satisfactory to OWN R. The amount of rdainage with respect to progress payments will be as stipulated in the 11 cement i\rny funds that are withhI .the OWNER Shall nor he sub eel to s tk shttnio n by the. COtNTR ACT . R with tiecuninrs or any artanoTetnrnt�s trno15'rg an es tine ty custcxlianship. Tiy executing the application for payment form the CONTRACTOR expressly waives his right to the benclits of Colorado Red isecStatutes Section "4-91_ 1„ atsu ru, -0 COATR4CTOR'x Ibarnuot of Tide. 14.3. CONTRACTOR warrants and guarantees that title to all Work, materials and equipment covered by any Application ter Payment, whether incorporated in the Project or not. will pass to OWNER no later than the time of payment free arid clear of all Liens. Review of.4pplunhom for Progress Pgivnent: 14.4. ENGi EER will, within ten days after receipt of each Application for payment, either indicate in writing a tint:DC t}ti?dlaRAl, GUM1lllittlN51910-8 ii'm F Auma w4 C31—Y OF FORT COLLIM MCM)IFICATION'SiRlV 14aNMa) recommendation of payment and present the Application to OWNER, or return die Applitabon to CONTRACTOR indicating in writing ENGINES R's reasons for refusing to recommend payment in the latter case. CONTRACTOR may make the necessiury corrections and resubmit the Application Ten days after presentation of the Application for Payment to OWNER with ENGL'NUiRs recommendoon, the amount recommended will (subject to the provisions of the last sentence of paragraph 14.7) become due and when due will be paid by OWNHR to CONI TRACTOR 145. ENGINEEWs recommendation of any payment requested in an Application for Payment will constitute a representation by ENGINF PR to 01AIIN6R, hased on NNGMER's on site observations of the executed Work as an experienced and qualified design professional and on ENGfNE'�R's review of the Application for Payment and the accompanying data and schodues. that to the best of FNGINFsf Ws knowledge, information and belief, 14.5.1, the Work has progressed to the point indicated, 145.2, the quality of the Wort: is generally in accordance with the Cmtmet Doeumems (subject to an evaluation of the Work as a fundiamng whole prior to or upon Substantial Completion, to the results of arn• subsequent tests called for in the Contract Ix= ncnts, to a final detcrnniration of quantities and classifications for C nit Price Work under paragraph 9.10, and In any other qualifications stated in the recommendation), and 14.5 a, the conditions precedent to CONTRACTOR's being entitled to such payment appear to have been fulfilled insofar as it is ENGPNEER'S responsibility to observe the Work. However, by recommending any such payment ENGIlgEER will not thereby be deemed to have represented that: (i) cJtaustive or continuous on -site tmpxctions have been made t0 check the quality or the quantity of the Work beyond the responsibilities specifically assigned to ENGINEER in the Contract Documents or (it) that there may not be other matters or issues between the rainier that might entitle CONTRACTOR to be paid additiomulh by OIVNER or entitle (ANNER to withhold payment to CO?v fRAC TOR 14 is_ ENCITNFFRs recommendation of any payment, including final payment shall not mean that ENGINEER is responsible feu CONTRACTOR's means, methods. techniques. sequences or pro uedures of construction or the mlety precautions and progmms incident thereto, or for arty failure of CONTRACTOR to comply with Laws and Regulations applicable to the furnishing or performance of Work, or for any failure of CONTRACTOR to perform or furnish work in accordance with the Contract Documents. 14.7. FNOI TE,ER may refuse to recommend the Miele or am part of any payment if. in ENGINEER's opinion. it would be incorrect to make the representations to .9 OWNER referred to in paragraph 14.5. ENGINEER may also refuse to, recommend any such payment, or, because of subsequently discovered evidence or the results of subsequent ins7pectiotns or tuts, nullify any such payment previously recommended. to such extent as may be necessary in E.i'NGINERR's opinion to protect OWNER horn loss because: 14.7.1. the Work is defective, or completed Work has been damaged requiring correction or replacement, 14.7.2. the Contract Price has been reduced by Written Amendment or Change Order, 14.7.3. OWNER has been required to correct defects=e Work or complete Work in accordance with paragraph 13.14, or 14.7.4. LNGMER has actual knowledge of the occurrence of arw of the events enumerated in paragraphs 15.2.1 through 15.14 inclusive. OWNtFR may refuse to make payment of the full amount recommended by ENGINEER because: 14.75, claims have been made against OWNER on accnttm of CONTRACTOR's performance or fur fishing Of the Work 14]_6_ Liens have been filed in connection with the Word:, except where ( ' O?3'LRACTOR has delivered a specific Bond satisfactory to OWNER to secure the satisfaction and discharge of such Liens, 14 7.Z there are Miner items entitling OWNER it) a sec- off against the amount recommended, or 14_7X OWNER has acted knowledge of the occurrence of am' of the evens enumerated in paragraphs 14.7.1 through 14.7.3 or paragraphs 15.2.1 through 15.2.4 inclusive, but OWNER must give CONTRACTOR immediate written notice (with a copy to ENGINEER) stating the reasons for such action and promptly pay CONTRACTOR the amount so withheld or any adjustment thereto agreed to by OWNER and CONTRACTOR, when CON7kAC'FOR corrects to OWNER's satisfaction the reasons for such action SubaTamdat Cnrmpterirm: 14.9_ When CONTRACTOR considers the entire %kork reach, for its intended use CONTRACTOR shall notiA OXVNER and ENGINE -ER in writing that the entire Wok it substantially complete (except for items specifically listed In• CONTRACTOR as ino mtplew) and request that 27IGR;=, issue a certificate of Substantial Completion. Within a reasotable Use thereafter. OWNIs - CONf RACTOR and ENGINEER shall make an inspection of the Work to determine the status of completion. If F..NUI'NEER does not consider the Work substantially complete. ENGINEER will notify CONTRACTOR in writing giving the reasons therefor. If HbNUINEM t7Cu 3P c MEIIRA. CON01natia 191"(09u Cilium) w, CITY OF FORT cata.tNS MODIFICATIONS nil' a _own considers the Work substantially complete. ENGINEER will prepare and deliver to OWNER a tentative certificate of Substantial Completion which shall fix die date of Substantial Cctnpletiom. There sha11 be attached to the certificate a tentative list of items to be completed or corrected before fiscal payment. OW'INF:R shall have seven days after receipt of the tentative certificate during which to make written objection to ENGIhTER as W any pprovisiots of the certificate or attached list. If, after considering, such objections. ENUINEIR concludes that the Mork is not substantially, complete, ENGINEER will within fourteen days after submission of the tentative certificate to OWNER notify CONTRACTOR in writing, stating the reasons therefor. IL after consideration of OWNI R's &jectinm h"NGINEl3R considers the Work suhuanUalh complete, FNGINFFR will within said fourteen days execute and deliver to OWNER and ('ONTRA('1'OR a definitive certificate of Substantial Conpletiun (with a revised tentative list of items to be completed or corrected) reflecting such changes from the tentative certificate as ENGIN ZEER believes justified alter consideration of any objections from OWNER. At the time of delivery of the tentative certificate of Substantial Completion ENCrINFER will deliver to OWNER and CONTRACTOR a written recommendation as to division of responsibilities pending final payment between OWNER and CONTRACTOR with respect to security, operation, safety, maintenance, heat, utilities, insurance and warranties and guarantees. Unless OWNER and CONTRACTOR agree otherwise in writing and sn inform RNGINERP in writing prior to ENUINF:FR's issuing the definitive certificate of Substantial Completion, ENGINEER's ataresaid recommendation will ix binding on OWNER and CONTRACTOR until final payment. 14.9. OW NTER shall have the right to exclude CONTRACTOR from the Work after the date of Substantial Completion, but OWNER shall allow CONTRACTOR r&Mnabe acceiw tit complete OF correct items on the tentative list. Pardut 11filizaknn. 14.10. Use by OWTM at OW'NM's option of any substantially completed part of the Rork, which: (i) has sp cifiicall}}• h&-n identified inthe Contract Documents, or (or) OW'NE1R, ENGI',NFER and CONTRACTOR agree constitutes a separately funchorung and usable part of the Wok that can be used by OWNER for its intended purpose without significant interference with CONTRACTOR.'s performance of the remainder of the Work, may be accomplished prior to Substantial Completion of all the Work subject to the following: 14,101.OW'hTR at any time may request CONTRACTOR in writing to permit OWNER to use any such purl of the Work which OWNER believes to be ready for its intended use and substantially complete. if CONTRAC-TOR agrees that such pan of the Work is substantially complete, CONTRACTOR will certify to OWNER and ENGP\EER that such part of the Work is suhstannally complete and request ENGINEER to issue a certificate of Substantial Completion for that part of the Work. Construction Document Ordering Instructions (Download a complete P1anWell 4.0 Ordering Guide from www.planwell.com) 1. GO TO: www.mercury-ldo.com 2. SELECT: Denver Links: "Plan Well" WPiYW bWr161MY1494 VnY.f loll WMM. PIp.50 \O1@I.t rMe l.utb. AT }al. tN�V`.g�ic lilt. V PianliMeM' dt .ISM — el 3. SELECT: Public Planroom: "GO" 4 MercuryfLDO Colorado Digital Document ManagemaM & Distribution User Nam Password foram vma aasawad? I Not amwaberya[3 j Man mnow SELECT: the desired 1 7odays standard in on#ine planroom user gMde F PIIJIIL Prof s ax [Wleing nelnt NO Lngih naMalad i Online invitation —to —bid made nosy userwide i `Project Number" from the list 07/2001 Section 00020 Page 3 CONTRACTOR at any time may, notify OWNER and ENGIvEEIt in writing that CONTRACTOR considers any, such part of the Work ready for its intended use and substantially complete and request F.NtGI1N'EER to issue a certificate of Substantial Completion for that part of the Work. Within a reasonable time after either such request, ONVINER CONTRACTOR and RNG1INMER shall make an ingwton of that part of the Work to determine its status of completion If ENGINEER does not consider that part of the Work to be substantially complete, ENGINEER will notify OWNER and CONTRACTOR in writing driving the reasons therefor. If ENGINIT R considers that part of the Work to be substantially complete, the provisions of paragmpins 14.8 and 149 will apply with res wa to ocritfication of Suhstandal Completion of that part of the Work and the division of responsibility in respect thereof and access thereto. 14.1 Cn.2. No occupancy or separate operation of part of the Work will be aocomplished prior to ctmmpiiance with the requirements of paragraph 5.15 in respect of propertyy imurarim Nnat Inspection: 14.11. Upao written notice, from CONTRACTOR that the entire Work or an agreed portion thereof is complete, ENGLr.'EER will make a final inspection with OWNER and CONTRACTOR and will notify CONMACTOR in writing of all particulars in which this inspeedan reveals that the Work is incomplete or *lectriw CONTRACTOR shall immediately take such measures as are necessary to complete such work or rem edy such deficiencies. fuel Application for PnymenC 14.12. After CONTIZZACTOR has completed all such corrections to the satisfaction of ENGINEER and delivered in accordance with the Contract Documents all maintenance and operating instructions schedules. guarantees. Bonds, certificates or other evidence of insurance required by, Paragraph 5.4, certificates of inspection, marked -up record documents (as provided in paragraph 6.1p) and other documents, COINTPUkCTOR may make application for final payment following the procedure for progress payments The final Application for Payment shall be accompanied (eu:ept w% previously delivered) by: (i)all documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by subparagraph 5.4-13, (it) consent of the surety. if any, to final payment. and (iii) complete and legally effective releases or waivers (satisfactory to OWNER) of all Liens arising out of or filed in cormecuon with the Work.. In lieu of such releases or waivers of Liens and as approved by OWNER, CONTRACTOR may furnish receipts or releases in full and affidavit of CONTRACTOR that: (r) the releases and receipts include all labor, services, material and equipment for which a Lien could be fled, and (n)all payrolls, material and equipment bills, and odor indebtedness connected with the Work for which OWNER or OWNER's property might in any waybe responsible have been paid or ohenaise satisfied if any subcontractor or supplier fails FJC.UC o t>NhRAL COAa]Jt1 ONS 1910-8 W-Not E(I(M) w, @TY OF FORT COLLPS MODa7CAt7ONS {REEV 4,70M) to furnish such a release or receipt in full, CONTRACTOR may furnish a Boad or other collateral satisfactory to OW1vER to indemnify OWNER against any Lien Releases or waivers of liens and the consent of the surety to f iu tmyment are to be_submiuW oat forms crnfomtinsto the fcmmmat of the OWNFEWS standard forms bound m the pnmdect manual, Final Payment andAcreptance: 14.13. If, on the basis of LNIGL'sEMs observation of the Work during construction and final inspector, and ENGINEER's review of the final Application for payment and accompanying documentation as required 6y the ('nnvact Documents, F;NGINF3 R is satisfied that the Work has been completed and CON"IRACTCIR's other obligations untie' the Contract Documents have been fulfilled, ENGINEER writ], within ten days after receipt of the final Application for Puymerrt, m1catc in writing ENGINFER's recommendation of payment and present the Application to OWrINTR for payment. AF the same time ENNGINEER will also give written notice to OWNER and mm,RACfoR that the Work is acceptable subject to the provisions of paragraph 14.15. Otherwise, ENGINEER will return the Application to CONTRACTOR. indicating in writing the reasons for refusng to recommend final paymera, in which case CONTRACTOR shall make the necessary corrections and resubmit the Application Thirty- days after presentation to OWNER of the Application and accompanying documentation. in appropriate form and substance and with ENGINEER's recommendation and notice of acceptability, the amount recommended by 1:"NGINEER will become due and will be paid to OW'N1ik to CONTRACTOR subject to taraarVh 17,&2 of the General (7Smttditiolts. 14.14. IL through not fault of CONTRACTOR Sod completion of the Work is significantly delayed and if ENGINEER so confirms, OWNER shall, upon roc ipt of CON-TRACTOR's foal Application for Payment and recommendation of LNG'LNEER, and without terminating the Agreement, make payment of the balance due for that Portion of the Work fully eonpleted and accepted. if the remaining balance to be held by OWNER for Work not fully, completed or corrected is less than the. retainage stipulated in the Agreement, and if Bonds have been furnished as required in paragraph 5 I, the written consent of the surety to the payment of the balance due for that portionof the Work fully completed and accepted shall be. submitted by CONTRACTOR to ENGINEER with the Application for such payment. Such payment shall be made under the terms and conditions governing final payment, except that it shall not constitute a waiver of claims. Kiaiwer t fCkdms: 14.15. The making and acceptance of final payment will constitute 14,15.1.a waiver of all claims by OWNER against CONNTRACTOK except claims arising from unsettled Liens, from defective Work appearing after 31 final inspection pursuant to paragraph14,11, from failure to comply with the Contract Documents cr the terms of any special guarantees specified therein, or from CON7RACTOR's continuing obligations unokr Use Contract Dtictmterim ad 14.15 2. A waiver of all claims by CONTRACTOR against OWNER other than those previously made in writing and still unsettled. ARTICLE IS -SUSPENSION OF WORK AND TERMINATION OWNER zlfay SuWmd {York: 15.1, At any time and without cause. OWNER may suspend the Work or am portion thereof for a Mind of not mute than ninety gaps by notice inwriting to CONTRACTOR and FN(;INEER which will fix the date on which Wort: will be resumed_ CONTRACTOR stall resume the Work on the date so fixed C.ON'TRACTOR shall be allowed an adjustment in the Contract Prig or an extension of the Contract Times, or i)Cth directh• attrihutahle to any such suspension if CONTRArl'OR makes an approved claim therefor as provided in Articles 11 and 1 OH ;'Vk:R klar 7 ermivate: 15:1— Upon the occurrence of any one or more of the following events'. 15.>1. if CONTRACTOR persistently fails to perform the Work: in accordance with the Cotitrad Docunnents (including, but not limited to, failure to supply sufficient skilled w(rkem or suitable materials or equipmentor failure to adhere to the progress schedule established under paragraph'y as adjusted from time to time pursuant to paragraph 6.6); 15.2-2, if CONTRACTOR disregards laws or Regulations of am public body, having jurisdiction; 1523_ if CON -TRACTOR disregards the authority of 152A. if CONTRACTOR otherwise violates in am substamial way any provisions of the Contract Documents; OWNTER may_ after giving CONTRACTOR (and to surety, if any) seven days' written notice and to the extent permitted by Laws and kegulaticins, terminate the services of CONTRACTOR, exclude CONTRACTOR firms the site and take possession of the Work and of all CONTRACTOR's tools, appliances, construction equipment and machinery at the she 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 equipment stored at the site or for which OWNER has paid iFossec �tons,cartxnoa5191"(1990hhuan) 32 w+ c17YOF FORT tULLIM MODIFICATIONS nOLy-02IXW) CONTRACTOR but which are stored elsewhere, and finish the Work as OWNER may teem opediem. In such use CONTRACTOR shall not be entitled to receive any further payment until the Work is finished If the unpaid balance of the Contract Price execeds all claims, cents, lasses and damages sustained by OWNER arign g out of or resulting from completing the Alork such etices will be paid to CONTRACTOR If such claims, costs, lasses and damages exceed such unpaid balance, CONTRACTOR shall pay the difference to OWNER. Such clauns. costs, los s and damages incurred by OWNER will be reviewed by ENGINEER as to their reasonableness and when so approved by ENGINEER incorporated in a Change Order, provided that when exorcising amrights or remedies tinder this paragraph OWNER shall not he required to obtain the lowest price for the Work performed. 153. Wlhore CONfRACI'OR's services have been so terminated hn, OWNER. the termination will no affect any rights or remedies of OWNER against CONTRACTOR then existing or which may thereafter accrue_ Any retention or payment of moneys due CY?N'fRAO'fOR by OWNER will not release CONTRACTOR from liability. 14 Upon seven days' written make to C:ON'l-RACI'OR and ENuINHER, OWNER may, without cause and without prejudice to any ether right cr remedy of OWNER, elect to terminate the Agreement. In such care, CONTRACTOR shall be pad twtthout duplication of any items)- 15 4.1. for completed and acceptable Work executed in accordance with the Contract Documents prior to the effective date of terminations, including fair and reasonable sums for overhead and profit on such Work; 15A2 fox expenses sustained prior to the effective date of termination in performing services and furnishing labor, materials or equipment as required by the Contract Documents in curinecutn with Uncompleted Work, plus fair and reasonable sums for overhead and profit on such expenses, 15.4.3. for all claims, costs, losses and damages incurred in settlement of terminated contracts with Subcontractors, Suppliers and others, and 15,44 for reasonable expenses directly attrilrnable it) termination. CONTRACTOR shall not be paid on account of loss of anticipated profits or revenue or other economic loss arising out of or resulting Goa such termination CO.NTRACTOR Hitt &op Rork or Termrnare: 15.5. IL throu-h no ad or fault of CONTRACTOR the Work is suspen&d for a period of more than ninety days by OWNER or under an order of court or (Allier public authority, or ENGINE Y fails to acon any Application for Payment within thirty days after it is submitted or OWNER fails lot thirty days to pay CONTRACTOR any sutra finally, determined to be due, then CONTRACTOR mav, upon seven days' written notice to OWNER and ENGINEER, and provided OWNER or ENGINEER do not remedy, such suspension or failure within thin time, terminate the Agreement and recover Gam OSl'N-ER piv,ment on the same terms as provided in paragraph 15.4. In lieu of teratimtting the Agreement and without prejudice to any other no or remedy, if INGE—IM has failed to act on an Application for Payment within thirty, days after it is stbmitud, or OWNER has failed for thirty days W pay 00IN'TRACTOR any sum finally determined W be due, CONTRACTOR may upon seven days' written notice to OWNER and FINGINFHR stop the Work until payment of all such amounts due CONTRACTOR, including interest thereon. The provisions of this paragraph 15.5 are not intended to preclude CONTRACTOR from making claim under Articles I I and 12 for an increase in Contract Price or Contract Times or otherwise for expenses or damage directly attributable W CONT•RAC:I'Ms slopping Work us permitted by this paragraph ARTICLE 16- DISTti'M ROMMATTION if and to the extent dust OWNER and CONTRACTOR have agreed on the method and procedure for resolving disputes between them that may arise under this Agreement, such dispute resolution method and procedure, if anv, shall he as set forth in rehihiiG(%A, "Dispute Reso6on Agreement", to he attached hereto and made a pan hereof, If no such agreement on the method and procedure for resolving such disputes has been reached, and subject to the provisions of paragmphs9_10, 9,11 and 9,12, 01tN`ER and CONTRACTOR may exercise such rights or remedies as either may otherwise have under the Contract Documents a by Laws or Regulations in respect of any dispute. ARTICLE 17-3iiSCELLANE0LS Ghing Notice: 17.1 Whenever any provision of the Contract Documents requires the giving of written notice.. it will be deemed to have been validly given if delivered in person to the individual or to a member of the firm, or to an officer of the corporation for whore 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. Computation of Time: 17.2.1.'When any period of time is referred W in the Contract Documents by days it will be computed to exclude the first and include the last day of such period. If the last day, of any such period falls on a Saturday or Sunday or on a day made a legal holiday by the law of the applicable jurisdiction. such dray will be omitted from the co mpotation. FJQX7MNERAI. COh'L riONS1914-8(19WF6IM w' aTY E)j= FoR r CY?LLIM MCDifflCATiONS (Rol' 42aWt 17.1_ A calendar day of twenty-four hours measured from midnight W the nest midnight will constitute a oruv Notice of Claim_ 173 Should OWNER or MKI RACTOR suffer injuy or damage W person or property because of any error, cuntssion or act of the other party or of am of the other party's employees or agents or others for whose acts the other pmft is legally liable, claim will be made in writing to the other pnm• within a reasonable time of the first observance of such injure or damage. The provisions of this paragraph 17.3 shall not he construed as a suhstimte far or waiver of the provisions of any applicable statute of limitations or repose.Cumulatim Remedies 17A. The duties and obligations imposed by these Gencral Conditions and the rights and remedies available hereunder to the parties hereto. and. in particular but without limitation, the warranties, guarantees and obligations imposed upon C0KfRAC`lOR by p aragmp hs 6..12, 6.16, 6.3o, 6.31, 632. 13.1, 13.12, 13.14, 14.3 and 15s and all of the rights and remedies available to OWNER and FNGT\'FER thercurder, are in addition to, and are not to he construed in any way as a limitation of, any rights and remedies available to atv or all of them which we otherwise imposed or available by Laws or Regulations by special warranty or guarantee or by other provisions of the Contract Documents, aril the provisions of this paragraph will be as effective as if rcpcated specifically in the Contract Documents in connection with each particular duty, obligation right and remedy to which they apply- Profeuiomal tees and Court Com Included: 175 Whenever reference is made to "claims, casts. losses and damages", it shall include in each case, but nee be limited to, all fees and charges of engineers, architects, attorneys and other professionals and ail court or arbitration or other dispute resolution costs. 17 G The laws, of the, State of Colorado apph• to this Agreement, Reference to two pertinent Colorado statutes suer as follrny�s; IT6.2. If a claim is filed. 0t4'NER is required be law €C.RS 38- 6-1071 to wihhlold teen all navments to CT of iirient finds to insure the p>aymcnt of all t Wars fer lab r,,..materials tram hire, ststerance. oravisions. provender, or other supplies used or consumed by CONTRACTOR or his 33 iA E)CDCOMRA1. CONPMOM, MO-8{1WIU&im! us<«N OF FORT GULLIhS A111ICA7l0NS Oi£t' d,'� WIUI (This }rage left blank intentionally) E.RW CiENHRAI. C:O%'I" OM 19108 (1990 Fallim) 3J ws CI Y OF FORT CY7LL1Iv^o MOUII3CA"t10K3 (Itt31+412tMri97 EJCUCOLidE7i!11. CC�NiMTIUI35141t1-3 {l49(1 Emuali 36 w•' (ITY OF FORT C:OLLLIZ MODIFICAIION3 (KL"V dt2UFiV1 EXHIBIT GC -A to General Conditions of the Construction Contract Between OWNER and CONTRACTOR DISPUTE RESOLUTION AGREEMENT OWNER and CONTRACTOR hereby agree that Article 16 of the General Conditions oI the Construction Contract between 0WKP.R and CONTRACTOR is amended to include the following agreement of the parties: 16.1. All claims, disputes and other manes in question between OWNER and CONTILAM'OR arcing out of or relating to the Contract Documents or the breach thereof (cxrept. for claims which have been waived by the making or acceptance of foal payment as provided by paragraph iA.U) will be decided by arbitration in accordance with the Construction industry Arbitratton Rules of the American Arbitration Association then obtaining, subject to the limitations of the Article 16, This agreement so to arbitrate and any other atircement or Consent to arbitrate entered into in accordance herewith as provided in this Article 16 will he specifically cnttrceable under the prevailing law of any court having juxilddion 16.2, No demand for arbitration of any claim, dispute or other matter drat is required to be relvrrLd to ENGfN"EER initially for decision in accordance with paragraph 9.11 will be made until the earlier of (a) the date on which ENGINEFR has rendered a written decision or (h) the thirty-first day after the parties have presented their evidence to E•NGINEFR if a written decision has not been rehired by ENGINEER before that date. No demand for arbitration of any such claim, dispute or other matter will be made later than thiny days after the bate on which ENGI'NEMR 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 GINTER's decision being final and binding upon OWNER and CONTRACTOR. if ENGIN R. renders a decision after arbitration proceedings have been initiated such decision may be entered as evidence but will not supersede the arbitration proceedings, except where the decision is acceptable to the parties concerned. No demand for arbitration of any written decision of LNI MER rendered in accordance with paragraph 9,10 will be made later than ten days alter the party making such demand has delivered written notice of intention to appeal as provided in paragraph 9.1 d0, 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 Association and a cop} will be sent. to TNGrr3EER for information. The demand for arbitration will be made within the thirty -day or ten-day period specified in paragraph 16.2 as applicable, and in all outer cases within a reasonable time after the claim, dispute or other matter in question has arisen, and to no event shall anv such demand be made after the date when institution of legal or equitable prooeeduy s based on such claim, dispute or other matter in question would be hawed lw- the applicable statute of limitations. 1XDC GM,1FRAL COtiDMONS 19144 <19901,61imn w/ OTY OF FORT COLUMS MODIFWAT[O1N'S (RF11 9199) 16A, Except as provided in paragraph 16.5 below. no arbitration arising out of or relating to the Contract Documents shall include by cursulidation. jointer or in any other maimer any other person or entity (including e1 ofNEER- ENGINEEles Consultant and the officas, directors, agents, employees or consultants of any of them) who is not a party to this contract unless. 16A.1, the inclusion of such other person or entity is necessary if complete relief is to be afforded among those who are already parties to the arbitration, and 16-4.2. such other person or entity is substantially involved in a question of law or facf which is common to those who are already parties to the arbitration and which will arise in such proceedings. and 16,4.3, the written consent of the other person or entity sought to be included and of OWNER and CONTRACTOR has hcen obtained for such inclusion, which consent shall make specific reference to this ptxagmph; but no such consent shall constitute consent to arbitration of any clispute not specifically described in such consent or to arbitration with any party not specifically identified in such conscra. 16.5. Notwithstanding paragraph I64, if a claim, dispute or other matter in question between OWNER and CONTRACTOR involves the Work of a Subcontractor, either OWNER or CONTRACTOR may join such Subcontractor as a party to the arbitration between OWNER and CONTRACTOR hereunder CONiRACfOR shall include in all subcontracts required by paragraph 6,11 a specific provision whereby the Subcontractor consents to being joined in an arbitration lxzwem OWNER and CONTRACTOR involving the lVirk of such Subcontractor. Nothing in this paragraph 16.5 no in the provision of such subcontract consenting to joinda shall create any claim, right or causeof action in favor of Subcontracts and against OW,MR, ENGINEER or ENGIN[EER's Consultants that does not otherwise exist. 16.6. The award rendered in, the arbitrators will be final, judgment may be entered upon it in any court having jurisdiction thereof, and it will not be subject to modification or alpmt 16 T OWNER and CONTYCACTOR agree that they shall first submit any and all unsettled claims, counterclaims, disputes and other matters at question between them arising out of or relating to the Contract Documents or the breach thereof (disputes"), to mediation by the American Arbitration Association under the Construction Induatn Alediation Rules of the American Arbitration Asuociatic print to either of them imitating against the other a demand for arbitration pursuant to paragraphs 16.1 through 16.6, unless delay intrattating 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 theme same applicable time limits and shall remain suspended until ten days after the termination of the mediation. The mediator of any disp Cite submhiacd to mediation under this .Agreement shall not serve as arbitrator of such dispute unless other -wise agreed. QC -AI FJCDC CFA`FRA[, COMMONS 1910.9 (1 "0 F hind w+ CITY OF FORT COLL114S AfODIFICAT10\11RM, 9.99i (3C-AI SE SECTION 00800 SUPPLEMENTARY CONDITIONS SECTION 00800 SUPPLEMENTARY CONDITIONS Conditions of the Contract These Supplementary Conditions amend or supplement the General Conditions of the Construction Contract (EJCDC General Conditions 1910-8, 1990 edition with City of Fort Collins modifications) and other provisions of the Contract Documents as indicated below. SC-5.4.8 Limits of Liability A. Add the following language at the end of paragraph 5.4.8. The limits of liability for the insurance required by the paragraph numbers of the General Conditions listed below are as follows: 5.4.1 and 5.4.2 Coverage A - Statutory Limits Coverage B - $100,000/$100,000/$500,000 5.4.3 and 5.4.5 Commercial General Liability policy will have limits of $1,000,000 combined single limits (CSL). This policy will include coverage for Explosion, Collapse, and Underground coverage unless waived by the Owner. 5.4.6 The Comprehensive Automobile Liability Insurance policy will have limits of $1,000,000 combined single limits (CSL). 5.4.9 This policy will include completed operations coverage/product liability coverage with limits of $1,000,000 combined single limits (CSL). SC-12.3 Add the following language to the end of paragraph 12.3. Contractor will include in the project schedule (0) days lost due to abnormal weather conditions. 7/96 Section 00800 Page 1 5. 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CLICK: SUBMIT Planwell contacts: Marie Owens 970-484-1201, mowens@mercury-ldo.com David Bacon-720-220-7683, dbacon@mercury-ldo.com 07/2001 Section 00020 Page 4 SECTION 00900 ADDENDA, MODIFICATIONS AND PAYMENT 00950 Contract Change Order 00960 Application for Payment 9/99 NUMBER 1 2 3 Section 00960 APPLICATION FOR PAYMENT PAGE 1 OF 4 OWNER: City of Fort Collins PROJECT: APPLICATION NUMBER: APPLICATION DATE: PERIOD BEGINNING: ENGINEER: CONTRACTOR: PERIOD ENDING: PROJECT NUMBER: CHANGE ORDERS Application is made for Payment as shown below in connection with Contract DATE Net Change by Change Order AMOUNT $0.00 The present status of the account for this Contract is as follows: Original Contract Amount: Net Change by Change Order: Current contract Amount: Total Completed and Stored to Date: Less Previous Applications: Amount Due this Application - Before Retainage: Less Retainage: AMOUNT DUE THIS APPLICATION: CERTIFICATION: The undersigned CONTRACTOR certifies that all obligations of CONTRACTOR incurred in connection with the Work have been satisfied as required in Paragraph 14.3. of the General Conditions of the Contract. The above Amount Due This Application is requested by the CONTRACTOR. Date: By: Payment of the above Amount Due This Application is recommended by the ENGINEER. I Date: By: Payment of the above Amount Due This Application has been reviewed by the OWNER'S Project Manager. Date: By: Payment of the above Amount Due This Application is approved by the OWNER. 9/997/96 Section 00960 Page 1 $0.00 $0.00 $0.00 APPLICATION FOR CONTRACT AMOUNTS PAYMENT PAGE 2 OF 4 Work Work Work Completed Completed Completed Stored This Previous To Bid Month Periods Date Materials Total Item This Earned Percent Unit Number Description Quantity Units Price Amount Qty. Amount Qty. Amount Qty. Amount Period To Date Billed $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 TOTALS $0.00 $0.00 $0.00 $0.00 $0.00 7/96 Section 00960 Page 2 CHANGE ORDERS APPLICATION FOR PAYMENT PAGE 3 OF 4 Work Work Work Completed Completed Completed Stored This Previous To Bid Month Periods Date Materials Total Item This Earned Percent Unit To Number Description Quantity Units Price Amount Qty. Amount Qty. Amount Qty. Amount Period Date Billed $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 TOTALS CHANGE ORDERS $0.00 $0.00 $0.00 $0.00 $0.00 PROJECT TOTALS $0.00 $0.00 $0.00 $0.00 $0.00 7/96 Section 00960 Page 3 STORED MATERIALS SUMMARY On Hand Received Installed Item Invoice Previous This This Number Number Description Application Period Period PAGE 4 OF 4 On Hand This Application $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 TOTALS $0.00 $0.00 $0.00 $0.00 7/96 Section 00960 Page 4 2007 CONCRETE STREET MAINTENANCE PROJECT GENERAL REQUIREMENTS INDEX SECTION 01010 Summary of Work 01040 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 1-2 General Requirements 3-4 General Requirements 5-6 General Requirements 7 General Requirements 8-10 General Requirements 11-12 General Requirements 13 General Requirements 14-15 General Requirements 16 General Requirements 17 SECTION 01010 SUMMARY OF WORK 1.1 DESCRIPTION OF WORK A. This work shall consist of the removal and/or installation of concrete curbs, gutters, sidewalks, drive approaches, inlets, concrete pavement and pedestrian access ramps and placement of temporary asphalt patching adjacent to new concrete on East Mountain Avenue in the City of Fort Collins. Specific locations are described in Section 3500, Project Map. B. 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. C. 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. E. Rick Richter and/or Erika Keeton will be the ENGINEER (Project Engineer/Manager). Rick Richter 970.221.6798 Mobile/Pager 970.222.1132 Erika Keeton 970.221.6605 Mobile/Pager 970.222.0787 F. Names and telephone numbers of affected agencies and utilities in the area are listed below for Contractor's convenience. General Requirements - Page 1 of 17 UTILITIES Water: City of Fort Collins, Colorado 970-221-6700, Meter Shop 970-221-6759 Storm Sewer: City of Fort Collins, Colorado 970-221-6700 Sanitary Sewer: City of Fort Collins, Colorado 970-221-6700 Electrical: City of Fort Collins, Colorado 970-221-6700 Gas: Excel Energy 970-482-5922,970-221-8553 Telephone: Qwest 970-484-0300, 970-226-63 10 Traffic Operations: City of Ft. Collins, Colorado 970-221-6608 Cable Television: Comcast 970-493-7400 *Utility Locates Under One -call System 1-800-922-1987 AGENCIES Safety: Occupational Safety and Health Administration (OSHA): 844-3061 Fire: Poudre Fire Authority Non -Emergency: 970-221-6581 Emergency: 911 Police: City of Fort Collins Police Department Non -Emergency: 970-221-6550 Emergency: 911 Postmaster: US Postal Service: 970-225-4111 Transportation: Transfort: 970-221-6620 Traffic Engineering: 970-221-6608 END OF SECTION Larimer County Sheriffs Department: Non -Emergency: 970-221-7177 Ambulance: Poudre Valley Hospital Non -Emergency: 970-484-1227 Emergency: 911 General Requirements - Page 2 of 17 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. 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. 1.2 CONFERENCES A. A Pre -construction Conference will be held prior to the start of construction. L 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. 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. 1. Contractor shall participate in such conferences accompanied by Subcontractors as required by the Engineer. 1.3 PROGRESS MEETINGS A. Contractor and Engineer's Project Representatives shall schedule and hold regular progress meetings at least weekly and at other times as requested by the Engineer or required by the progress of the Work. B. Attendance shall include: 1. Contractor and Superintendent. 2. Owner's Representatives. 3. Engineer and Resident Project Representative. 4. Traffic Control Supervisor 5. Others as may be requested by Contractor, Engineer or Owner. General Requirements - Page 3 of 17 C. Minimum agenda shall include: 1. Review of work progress since last meeting. 2. Identification and discussion of problems affecting progress. 3. Review of any pending change orders. 4. Revision of Construction Schedule as appropriate. 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 General Requirements - Page 4 of 17 Prospective Bidders are invited to present their questions relative to this Bid proposal at this meeting. Bids will be received as set forth in the Bidding Documents. The work is expected to be commenced within the time as required by Section 2.3 of General Conditions. Substantial Completion of the work is required as specified in the Agreement. The successful Bidder will be required to furnish a Performance Bond and a Payment Bond guaranteeing faithful performance and the payment of all bills and obligations arising from the performance of the Contract. No Bid may be withdrawn within a period of forty-five (45) days after the date fixed for opening Bids. The OWNER reserves the right to reject any and all Bids, and to waive any informalities and irregularities therein. Bid security in the amount of not less than 5% of the total Bid must accompany each Bid in the form specified in the Instructions to Bidders. Sales Prohibited/Conflict of Interest: No officer, employee, or member of City Council, shall have a financial interest in the sale to the City of any real or personal property, equipment, material, supplies or services where such officer or employee exercises directly or indirectly any decision -making authority concerning such sale or any supervisory authority over the services to be rendered. This rule also applies to subcontracts with the City. Soliciting or accepting any gift, gratuity favor, entertainment, kickback or any items of monetary value from any person who has or is seeking to do business with the City of Fort Collins is prohibited City of Fort Collins By James B. O'Neill, II, CPPO, FNIGP Purchasing/Risk Management Director 07/2001 Section 00020 Page 5 SECTION 01310 CONSTRUCTION SCHEDULES 1.1 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 the complete work sequence of construction by activity and location. 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. Include a schedule which includes the critical path for Shop Drawings, tests, and other submittal requirements for equipment and materials, reference Section 01340. 1.4 PROGRESS REVISIONS A. Submit revised schedules and reports at weekly project coordination meetings when changes are foreseen, when requested by Owner or Engineer, and with each application for progress payment. B. Show changes occurring since previous submission. 1. Actual progress of each item to date. 2. Revised projections of progress and completion. C. Provide a narrative report as needed to define: 1. Anticipated problems, recommended actions, and their effects on the schedule. 2. The effect of changes on schedules of others. General Requirements - Page 5 of 17 1.5 OWNER'S RESPONSIBILITY A. Owner's review is only for the purpose of checking conformity with the Contract Documents and assisting Contractor in coordinating the Work with the needs of the Project. B. It is not to be construed as relieving Contractor from any responsibility to determine the means, methods, techniques, sequences and procedures of construction as provided in the General Conditions. END OF SECTION General Requirements - Page 6 of 17 SECTION 01330 SURVEY DATA 1.1 SURVEY REQUIREMENTS A. The Owner will 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 Surveyors a minimum of 48 hours prior to needing 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. 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. END OF SECTION General Requirements - Page 7 of 17 SECTION 01340 SHOP DRAWINGS 1.1 GENERAL A. Submit Shop Drawings, Samples, and other submittals as required by individual specification sections. 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 anytime 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. Do 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. Do 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 with the design concept or comply with the information given in the Contract Documents and is not acceptable for use in the Work. Contractor is to submit submittals responsive to the Contract Documents. General Requirements - Page 8 of 17 4. FOR REFERENCE ONLY Signifies submittals which are for supplementary information only; pamphlets, general information sheets; catalog cuts, standard sheets, bulletins and similar data, all of which are useful to Engineer or Owner in design, operation, or maintenance, but 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 furnished. 1. Detailed installation drawings showing foundation details, and clearances required for construction. 2. Relation to adjacent or critical features of the Work or materials. 3. Field dimensions, clearly identified as such. 4. Applicable standards, such as ASTM or Federal Specification numbers. 5. Drawings, catalogs or parts thereof, manufacturer's specifications and data, instructions, performance characteristics and capacities, and other information specified or necessary: a. For Engineer to determine that the materials and equipment conform 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 %2" x 11". 3. Clearly mark each copy to identify pertinent products and models. 4. Individually annotate standard drawings which are furnished, cross out items that do not apply, describe exactly which parts of the drawing apply to the equipment being furnished. 5. Individually annotate catalog sheets to identify applicable items. 6. Reproduction or copies of portions of Contract Documents: a. Not acceptable as complete fabrication or erection drawings. b. Acceptable when used as a drawing upon which to indicate information on erection or to identify detail drawings. 7. Clearly identify the following: a. Date of submission. b. Project title and number. c. Names of Contractor, Supplier and Manufacturer. d. Specification section number, specification article number for which items apply, intended use of item in the work, and equipment designation. e. Identify details by reference to sheet, detail, schedule or room numbers shown in the Contract Documents. f. Deviations from Contract Documents. g. Revisions on re -submittals. General Requirements - Page 9 of 17 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 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. I. 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 10 of 17 SECTION 01410 TESTING 1.1 GENERAL A. Provide such equipment and facilities as the Engineer may require for conducting field tests and for collecting and forwarding samples. Do not use any materials or equipment represented by samples until tests, if required, have been made and the materials or equipment are found to be acceptable. Any product which becomes unfit for use after approval hereof shall not be incorporated into the work. B. All materials or equipment proposed to be used may be tested at any time during their preparation or use. Furnish the required samples without charge and give sufficient notice of the placing of orders to permit the testing. Products may be sampled either prior to shipment or after being received at the site of the work. C. Tests shall be made by an accredited testing laboratory selected by the Owner. Except as otherwise provided, sampling and testing of all materials and the laboratory methods and testing equipment shall be in accordance with the latest standards and tentative methods of the American Society for Testing Materials (ASTM). D. Where additional or specified information concerning testing methods, sample sizes, etc., is required, such information is included under the applicable sections of the Specifications. Any modification of, or elaboration on, these test procedures which may be included for specific materials under their respective sections in the Specifications shall take precedence over these procedures. 1.2 OWNER'S RESPONSIBILITIES A. Owner shall be responsible for and shall pay all costs in connection with testing for the following: 1. Soil tests, except those called for under Submittals thereof. 2. Tests not called for by the Specifications of materials delivered to the site but deemed necessary by Owner. 3. Concrete 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: L 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 standby time charges from the tester due to the Contractor's failure to pave, pour, or fill on schedule for any reason except by action of the Engineer. B. Contractor shall notify the Project Engineer 48 hours prior to performing an operation that would require testing. 1.4 CONTRACTOR'S QUALITY CONTROL SYSTEM A. General: The Contractor shall establish a quality control system to perform sufficient inspection and tests of all items of Work, including that of his subcontractors, to ensure conformance to the functional performance of this project. 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. General Requirements - Page I I of 17 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. 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. Provide copies to Engineer weekly. END OF SECTION General Requirements - Page 12 of 17 SECTION 01510 TEMPORARY UTILITIES 1.1 UTILITIES 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 from public view to the greatest practical extent. END OF SECTION General Requirements - Page 13 of 17 SECTION 01560 TEMPORARY CONTROLS 1.1 NOISE CONTROL A. Take reasonable measures to avoid unnecessary noise when construction activities are being performed in populated areas. B. Construction machinery and vehicles shall be equipped with practical sound muffling devices, and operated in a manner to cause the least noise consistent with efficient performance of the Work. C. Cease operation of all machinery and vehicles between the hours of 6:00 p.m. and 7:00 a.m. 1.2 DUST CONTROL A. Dusty materials in piles or in transit shall be covered when necessary to prevent blowing. B. Earth and road surfaces subject to dusting due to construction activities and detouring of traffic shall be kept moist with water or by application of a chemical dust suppressant. 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 disposal off the site. 2. Prevent sediment, debris or other substances from entering sanitary sewers, storm drains and culverts. 1.4 EROSION CONTROL A. Take such measures as are necessary to prevent erosion of soil that might result from construction activities. 1. Measures in general will include: a. Control of runoff. b. Trapping of sediment. c. Minimizing area and duration of soil exposure. d. 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. General Requirements - Page 14 of 17 SECTION 00100 INSTRUCTIONS TO BIDDERS 1.5 TRAFFIC CONTROL A. Maintain traffic control in accordance with the "Manual of Uniform Traffic Control Devices" (MUTCD), the City of Fort Collins "Work Area Traffic Control Handbook," and the current "Larimer County Urban Area Street Standards." In the event of a conflict between the MUTED criteria and the City's criteria, the City's criteria shall govern. 1.6 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 Geneml Requirements - Page 15 of 17 SECTION 01700 CONTRACT CLOSEOUT 1.1 CLEANING AND RESTORATION A. 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 said work as may be required by the Engineer shall be submitted prior to project acceptance. END OF SECTION General Requirements - Page 16 of 17 SECTION 01800 METHOD OF MEASUREMENT AND BASIS OF PAYMENT 1.1 DEFECTIVE WORK A. Owner will not pay for defective work and will not pay for 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 estimated amount therefor. END OF SECTION General Requirements - Page 17 of 17 SECTION 02000 PROJECT SPECIFICATIONS The Colorado Division of Transportation "Standard Specifications for Road and Bridge Construction", 2005, and the current Larimer County "Urban Area Street Standards", (hereafter referred to as the "Standard Specifications") 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 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 210 Reset Structures 212 Seeding, Fertilizer, and Sodding 304 Aggregate Base Course 403 Hot Mix Asphalt - Patching 604 Inlets and Culverts 608 & 609 Sidewalks, Curb and Gutter, Drive Approaches, Aprons, Crosspans, and Concrete Pavement 630 Construction Zone Traffic Control REVISION OF SECTION 104 TRAFFIC AND PARKING CONTROL Section 104 of the Standard Specifications is hereby revised as follows: Subsection 104.04 shall 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 streets) to be closed to parking and/or traffic, the streets) shall be posted for "NO PARKING". 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 patched on Wednesday, July 2, the street shall be posted no later than Tuesday, July 1, 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., PATCHING") See sample "NO PARKING" sign. "NO PARKING" signs shall remain in place until the street is opened to traffic and all clean up operations completed. Encroachment permits must be obtained for each parking space eliminated in order to perform the Work. Permits are available from the City of Fort Collins Parking Services office at 215 North Mason Street. Permits for spaces directly related to the repairs will be paid for by the Owner. Additional spaces for staging will be the responsibility of the Contractor. If spaces are not available, the Contractor is solely responsible for finding a suitable staging area. The location of the staging area must be submitted and approved by the Engineer prior to use. Written authorization to use private property to store equipment and materials shall be obtained from the property owner and submitted to the Owner prior to mobilization and use. The Contractor shall also submit a letter of indemnification to the Owner and the property owner. Parking: Parking for Contractor employees will NOT be permitted in the work zone or in the general Downtown vicinity. Rooftop Parking Passes for two Downtown parking structures are available for $24/month per vehicle from the City of Fort Collins Parking Services Office. The Civic Center structure is located on the southeast corner of Mountain and Mason, and the Old Town structure is located on the southeast corner of Remington and Mountain. Both are conveniently located near the project. All vehicles not required to perform the Work shall obtain a Rooftop Parking Pass, or be confined to the limits of the staging area (if applicable). All information on the "NO PARKING" signs, with the exception of the date, 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. Any work done by the Contractor without traffic control will not be paid for under the terms of this Contract. The Contractor will not be paid for traffic control costs incurred during Contractor caused delays. At or near the end of each work day, a representative of the Contractor, the Traffic Control Supervisor, and the Engineer will meet to discuss the progress of the work and the placement of traffic control devices including "NO PARKING" signs. Any necessary adjustments shall be made. The Contractor shall also review at this time with the Engineer the proposed means of handling parking and traffic control for upcoming work. It is the responsibility of the Contractor to minimize any inconvenience to the public as a result of this work. At the above referenced meeting, the quantity of traffic control devices used that day shall be agreed upon by the Contractor and the Engineer. The Contractor shall utilize forms approved by the Engineer for the tabulation of Traffic Control Devices utilized. Project Specifications — Page I of32 REVISION OF SECTION 104 TRAFFIC AND PARKING CONTROL The Contractor shall maintain pedestrian and vehicular access to all businesses within the project at all times. Pedestrian access must be clearly delineated and buffered from construction activities at all times, and may include construction and installation of temporary ramps and wooden walkways as necessary. Any changes in the traffic control, including additional signs, barricades, and/or flaggers needed in the field shall be immediately implemented as directed by the Engineer. The cost for traffic control is covered in 'Revision of Section 630, Construction Zone Traffic Control" found herein. Project Specifications — Page 2 of 32 NO PARKING Wea .holy 7 7:00 AM - 6:00 PM PATCHING Project Specifications — Page 3 of 32 REVISION OF SECTION 105 CONTROL OF WORK Section 105 of the Standard Specifications is hereby revised as follows: COOPERATION WITH UTILITIES Subsection 105.10 shall include the following: Concrete construction and/or reconstruction operations at intersections may involve the destruction and replacement of traffic signal loop detectors. The existing traffic signal loop detectors shall be removed by the contractor at no additional cost. New loop detectors may be installed at other intersections where they do not now exist. New and replacement loop detectors will be installed by the City Traffic Division. The Contractor shall cooperate with the schedule of this work to insure the timely installation of new loop detectors. Also, the Contractor shall coordinate with the City Traffic Division to insure that any cleanup required afterthe installation of the loop detectors will be completed before concrete placement operations begin. COOPERATION BETWEEN CONTRACTORS Subsection 105.11 shall include the following: City Utilities, Parks, Traffic, concrete 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. INSPECTION AND TESTING OF WORK Subsection 105.15 shall 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 of his obligations to fulfill his contract 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 105.18 shall include the following: The roadway area, including curb, gutter, and sidewalk, adjacent to and through the construction area shall be cleaned of debris by the Contractor at the earliest opportunity, but in no case shall the area be left uncleaned after the completion of the day's work. It shall be the Contractor's responsibility to provide the necessary manpower and equipment to satisfactorily clean the roadway area. Project Specifications — Page 4 of 32 REVISION OF SECTION 105 CONTROL OF WORK The Contractor shall utilize a combination of pick-up brooms, side brooms and/or other equipment as needed to clean the streets. 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 said service. All cost of maintaining the work during construction and before the project is accepted will not be paid for separately, but shall be included in the work. Project Specifications — Page 5 of 32 REVISION OF SECTION 107 PROTECTION AND RESTORATION OF PROPERTY AND LANDSCAPE Section 107 of the Standard Specifications is hereby revised as follows: Subsection 107.12 shall 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 area to be repaired is five (5) inches or less in width, the Contractor shall clean the area of all 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 (see below) and compact topsoil. The topsoil shall be compacted utilizing a hand operated roller or other method approved by the Engineer. For concrete repair locations, the placement of topsoil (backfill) shall be completed within two (2) working days of the placement of the concrete. The topsoil shall consist of loose friable loam reasonably free of admixtures of subsoil, refuse, stumps, roots, rocks, brush, weeds, heavy clay, hard clods, toxic substances or other material which would be detrimental to the proper development of vegetative growth. The material to be utilized shall be approved by the Engineer prior to placement. The topsoil shall be in a relatively dry state and 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 any portion of the area to be repaired is greater than five (5) inches in width, the Contractor shall clean and prepare the area along the entire length of the repair location as stated above to a minimum of one (1) foot, place sod over the entire area, water once, and notify the property owner in writing of the nature of the work that has taken place and that the sod will be watered only once. 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 and the fact that the sod will be watered only once. The minimum overall width of the area to be sodded shall be one (1) 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. In areaswhere the Engineer directs new work or the reconstruction areas require grade adjustment, the placement of topsoil, sod and sprinkler relocation will be provided by the City under separate contract. Project Specifications — Page 6 of 32 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. 1910-6, 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 12/03 Section 00100 Page 1 REVISION OF SECTION 107 PROTECTION AND RESTORATION OF PROPERTY AND LANDSCAPE 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. All labor, materials, tools, equipment, incidentals, and work involved in protecting or repairing underground facilities shall be considered incidental to the work being done and shall not be measured and paid for separately. Project Specifications — Page 7 of 32 REVISION OF SECTION 108 PROSECUTION AND PROGRESS Section 108 of the Standard Specifications is hereby revised as follows: SCHEDULE Subsection 108.03 shall include the following: A schedule of work must accompany any bid, and shall include number of working days to complete all unit work items covered by the contract. A vicinity map is included in Section 03500, Project Maps. The schedule should take any priorities into consideration. The schedule should also include projected start and end dates. 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 108.04 shall include the following: The work shall be completed within the following calendar months: JAN FEB MAR APR MAY JUN JUL AUG SEPT OCT NOV DEC The City of Fort Collins is committed to maintaining a positive working relationship with the businesses and residents of the downtown area. Every effort will be made to maintain pedestrian flow, and to accommodate special events and high volume holidays for businesses, pedestrians, parking, and vehicle traffic. Contractor shall be responsible for communicating accurate scheduling information to the project team to assure proper notification of businesses and residents. The Contractor shall notify businesses and residents of daily activities which may affect parking or access. Contractor shall provide a local contact phone number to facilitate communications with businesses and residents regarding the project. All work shall be completed between March 1, 2007 and May 15, 2007. Saw -cutting and demolition operations will not be permitted during the hours of 11:30 a.m. and 1:30 p.m. in this area. City Holidays and specific dates that require work to stop, or are limited to specific types of work, are described below. At a minimum, exceptional pedestrian, parking, and vehicle access must be maintained on these dates as determined by the Engineer: St Patrick's Day Parade Saturday March 17 Easter Sunday April 8 Cinco de Mayo Saturday May 5 Colorado Marathon Sunday May 6 CSU Graduation Friday & Saturday May 11 &12 Mother's Day Sunday May 13 Project Specifications — Page 8 of 32 REVISION OF SECTION 108 PROSECUTION AND PROGRESS DETERMINATION AND EXTENSION OF TIME Subsection 108.07 shall include the following: Work hours shall be 7:00 a.m. to 6:00 p.m., Monday through Friday, or as approved by the Engineer. Work shall commence no earlier than March 1, 2007, and shall be substantially complete on or before May 15, 2007. All Work is to be completed in forty (40) consecutive working days. FAILURE TO COMPLETE WORK ON TIME Subsection 108.08 shall include the following: Failure to meet the agreed upon milestones or fully complete the project in forty (40) working days, shall result in damages assessed against the Contractor. At the City's option, liquidated damages in the amount of $1000.00 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 Contractor from any monies due the Contractor in lieu of liquidated damages. Project Specifications — Page 9 of 32 REVISION OF SECTION 201 CLEARING AND GRUBBING Section 201 of the Standard Specifications is hereby revised as follows: CONSTRUCTION REQUIREMENTS Subsection 201.02 shall be amended to include the following: When any tree roots are encountered during construction operations, the Contractor shall notify the Engineer prior to any root removals. The Engineer and the City Forester's representative shall then make a determination regarding removal. Tree roots shall be removed 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. 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. 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 of tree roots. Project Specifications —Page 10 of 32 REVISION OF SECTION 202 REMOVAL OF STRUCTURES AND OBSTRUCTIONS Section 202 of the Standard Specifications is hereby revised as follows: DESCRIPTION Subsection 202.01 is revised to include the following: This work consists of sawing and cutting to facilitate controlled breaking and removal of concrete and asphalt to a neat line. CONSTRUCTION REQUIREMENTS Subsection 202.02 is revised to include the following: Sawing of concrete shall be done to a true line, with a vertical face, unless otherwise specified. The depth of a saw cut in concrete shall be the full depth of the existing concrete slab, or as directed by the Engineer. Residue from sawing shall be removed by the Contractor at the earliest opportunity. The Contractor shall prevent tracking of residue onto the roadway or walkway, and shall prevent discharge into the storm drainage system. METHOD OF MEASUREMENT Subsection 202,11 is revised to include the following: Sawing shall be measured by the lineal foot/inch. Sawcutting shall be paid for only in connection with the "Concrete Pavement — Remove and Replace" item. For all other types of work, including control joints, sawcutting shall be considered a subsidiary obligation of the Contractor, and shall not be measured or paid for separately. BASIS OF PAYMENT Subsection 202.12 is revised to include the following: Payment will be made under: Pav Item Unit 202.01 Sawcut Concrete Pavement — Per Inch Depth LF/Inch 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, including cleanup, as specified in these specifications, as shown on the plans, and as directed by the Engineer. Project Specifications — Page I I of 32 REVISION OF SECTION 203 EXCAVATION AND EMBANKMENT Section 203 of the Standard Specifications is hereby revised as follows: DESCRIPTION Subsection 203.01 is revised 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 is revised 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 by the Engineer with paint. 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 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 Engineer may require the Contractor to remove the unsuitable materials and backfill to the finished grade section with approved material (asphalt or borrow). 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. Project Specifications — Page 12 of 32 REVISION OF SECTION 203 EXCAVATION AND EMBANKMENT Borrow material shall meet the grading requirement for Class 1 (Pit Run) or Class 5 (Road Base) Aggregate Base Course. (The 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 a specific location shall be directed by the Engineer Borrow will 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. Load slips shall be consecutively numbered for each day, and submitted to the Engineer daily. METHOD OF MEASUREMENT Subsection 203.13 is revised 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 perform other work that would prevent the Engineer from measuring pay quantities, the Contractor shall not be compensated for materials not measured by the Engineer. The accepted quantities of Excavation will be paid for at the contract unit price per cubic yard. Subgrade preparation, haul and disposal will not be measured and paid for separately. The accepted quantities of Borrow will be paid for at the contract unit price per ton. Compaction and haul will not be measured and paid for separately. BASIS OF PAYMENT Subsection 203.14 shall include the following: Payment will be made under: Pay Item Unit 203.01 General Excavation CY 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 Embankment including haul, stockpiling, placing material, watering or drying soil, compaction, proof rolling, finish grading and disposal of unusable materials, as shown on the plans, as specified in these specifications, and as directed by the Engineer. Project Specifications— Page 13 of 32 REVISION OF SECTION 210 RESET STRUCTURES Section 210 of the Standard Specifications is hereby revised as follows: CONSTRUCTION REQUIREMENTS Subsection 210.02 is revised to include the following: Brick paver walkways and median cover that are disturbed due to adjacent concrete repairs or form placement shall be salvaged and reset after concrete repairs are complete. The pavers shall be set on compacted base and shall match as closely as possible the surface treatment of the surrounding existing area. The Contractor shall compact the subgrade and spread bedding sand evenly in the area defined and shall screed the sand to an appropriate embedment depth as directed by the Engineer. The Contractor shall use a plate vibrator to embed the pavers into the sand. Joint spacing between paver units shall match as closely as possible the surrounding area. Joints shall be filled completely with joint sand. Excess sand shall be removed by sweeping. Subsection 210.10 is revised to include the following: Manholes, valve boxes, meter boxes, and all other similar structures located in a pavement shall be adjusted as noted below. Prior to beginning any construction on existing streets that will receive reconstruction and/or overlay, the Contractor shall mark on the curb and gutter with paint the location of all existing structures. These markings shall be maintained by the Contractor until the work has been completed and accepted by the Engineer. The Contractor shall do all work needed to ensure that said structures can be readily adjusted and shall have all necessary materials on hand prior to commencing the work. Contractor shall verify that manholes and valve boxes can be adjusted prior to construction. All structures shall be adjusted to be 1/8" to 5/8" below the pavement. Valve boxes shall be adjusted by removing the existing pavement (concrete or asphalt), and adjusting the valve by turning it to the proper grade. This item will be measured and paid for separately under "Adjust Valve Box", not including bituminous/concrete material. The Contractor shall exercise reasonable care while attempting to adjust the valve boxes. If the Contractor is negligent and breaks the valve box, said valve box shall be replaced at the Contractor's expense. Manholes shall be adjusted by removing an area of pavement (concrete or asphalt) with a minimum diameter one foot (1') larger than the structure (centered on the structure) by cutting vertical edges, adjusting the manhole by grouting concrete rings and/or utilizing metal shims to raise the structure to the proper grade. This item will be paid for under "Adjust Manhole", not including bituminous/concrete material. When the manhole adjustment is complete, the slope of the top surface of the manhole cover shall match the slope of the pavement in both the longitudinal and traverse directions. Any manhole cover which is unstable or noisy under traffic shall be replaced by the Contractor. The Contractor shall be responsible for immediately cleaning out all construction materials that may fall into manholes, valve boxes, or other structures during the construction process. In the event that a structure was not properly adjusted (i.e. too high or too low), written notice will be given by the Engineer to the Contractor requiring the Contractor to make the necessary adjustments within five (5) Project Specifications — Page 14 of 32 REVISION OF SECTION 210 RESET STRUCTURES working days. In the event that the structure is not adjusted within said time frame, the Engineer shall have the right to engage a third party to complete the work, and to withhold the cost of such work from payments due the Contractor. The Engineer will also notify the Contractor in writing of any structures that were covered during the paving operation. The Contractor shall then have five (5) working days to make said structure accessible or will be subject to the constraints of the previous paragraph with respect to a third party completing the work. METHOD OF MEASUREMENT Subsection 210.12 shall include the following: The accepted quantities of Adjust Manholes, Valve Boxes, and Meter Boxes will be paid for at the contract unit price per each. Non -shrink backfill, concrete, haul and disposal will not be measured and paid for separately but shall be included in the contract unit price for each type of adjustment. The accepted quantities of brick pavers will be measured and paid for by the square foot of reset area. Removal, protection, storage, grading, compaction, bedding and joint sand will not be measured and paid for separately, but shall be included in the contract unit price for Reset Brick Pavers. BASIS OF PAYMENT Subsection 210.13 shall include the following: Payment will be made under: Pay Item Pay Unit 210.01 Adjust Valve Box Each 210.02 Adjust Standard Manhole < 24" Each 210.03 Reset Brick Pavers SF The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in adjusting structures, complete -in -place, including non -shrink backfill, concrete, haul and disposal, as shown on the plans, as specified in these specifications, and as directed by the Engineer. Project Specifications — Page 15 of 32 REVISION OF SECTION 212 SEEDING, FERTILIZER AND SODDING Section 212 of the Standard Specifications is hereby revised as follows: DESCRIPTION Subsection 212.01 is revised 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 locations and details shown on the plans or as designated. Also see "Protection and Restoration of Property & Landscape" found herein. MATERIALS Subsection 212.02 is revised to include the following: Topsoil shall conform to the requirements of "Protection and Restoration of Property" found herein. 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. Said 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. CONSTRUCTION REQUIREMENTS Subsection 212.05 is revised 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. Project Specifications — Page 16 of 32 Collins in determining whether a bidder is responsible, the following shall be considered: (1) The ability, capacity and skill of the bidder to perform the contract or provide the services required, (2) whether the bidder can perform the contract or provide the service promptly and within the time specified without delay or interference, (3) the character, integrity, reputation, judgment, experience and efficiency of the bidder, (4) the quality of the bidder's performance of previous contracts or services, (5) the previous and existing compliance by the bidder with laws and ordinances relating to the contract or service, (6) the sufficiency of the financial resources and ability of the bidder to perform the contract or provide the service, (7) the quality, availability and adaptability of the materials and services to the particular use required, (8) the ability of the bidder to provide future maintenance and service for the use of the subject of the contract, and (9) any other circumstances which will affect the bidder's performance of the contract. 3.3. Each Bidder may be required to show that he has handled former Work so that no just claims are pending against such Work. No Bid will be accepted from a Bidder who is engaged on any other work which would impair his ability to perform or finance this Work. 3.4 No Bidder shall be in default on the performance of any other contract with the City or in the payment of any taxes, licenses or other monies due to the City. 4.0 EXAMINATION OF CONTRACT DOCUMENTS AND SITE 4.1. It is the responsibility of each Bidder, before submitting a Bid, to (a) examine the Contract Documents thoroughly, (b) visit the site to familiarize himself with local conditions that may in any manner affect cost, progress or performance of the Work, (c) familiarize himself with federal, state and local laws, ordinances, rules and regulations that may in any manner affect cost, progress or performance of the Work, (d) study and carefully correlate Bidder's observations with the Contract Documents, and (e) notify Engineer of all conflicts, errors or discrepancies in the Contract Documents. 4.2. Reference is made to the Supplementary Conditions for identification of: Subsurface and Physical Conditions SC-4.2. 4.3. The submission of a Bid will constitute an incontrovertible representation by Bidder that Bidder has complied with every requirement of this Article 4, that without exception the Bid is premised upon performing and furnishing the Work required by the Contract Documents and such means, methods, techniques, sequences or procedures of construction as may be indicated in or required by the Contract Documents, and that the Contract Documents are sufficient in scope and detail to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. 12/03 Section 00100 Page 2 REVISION OF SECTION 212 SEEDING, FERTILIZER AND SODDING 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 and that the sod will only be watered once. Sod placement/replacement required due to Contractor negligence shall follow the requirements of this section but will not be measured and paid for under the terms of this contract. BASIS OF PAYMENT Subsection 212.08 is revised to include the following: No measurement for payment shall be made for re -sodding lawn 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 in this instance shall be considered incidental to the work being performed. Project Specifications — Page 17 of 32 REVISION OF SECTION 304 AGGREGATE BASE COURSE Section 304 of the Standard Specifications is hereby revised as follows: MATERIALS Subsection 304.02 is revised to include the following: Aggregate Base Course shall meet the grading requirements for Class 5. Recycled asphalt or recycled concrete may be substituted for Aggregate Base Course at any time as directed by the Engineer. METHOD OF MEASUREMENT Subsection 304.07 is revised to include the following: Aggregate Base Course will be measured by the ton at the proper moisture. Haul and water necessary to bring mixture to optimum moisture content will not be measured and paid for separately, but shall be included in the contract unit price for Aggregate Base Course. Failure to protect open excavations, or any other use not directly related to the Work, shall not be measured or paid for separately but shall be included in the Work. Borrow that is placed as a result of excavation of unsuitable subgrade will be paid for at the unit price for Borrow under Revision of Section 203, Excavation and Embankment. Load slips shall be consecutively numbered for each day, and submitted to the Engineer daily. The accepted quantities for Aggregate Base Course will be paid for at the contract unit price per ton BASIS OF PAYMENT Subsection 304.08 is revised to include the following: Payment will be made under: Pay Item 304.01 Aggregate Base Course Unit 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, complete -in -place, including haul and water, as shown on the plans, as specified in these specifications, and as directed by the Engineer. Project Specifications —Page 18of32 REVISION OF SECTION 403 HOT MIX ASPHALT - PATCHING Section 403 of the Standard Specifications is hereby revised as follows: DESCRIPTION Subsection 403.01 is revised to include the following: This work consists 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 is revised to include the following: The Contractor shall remove no more than six (6) inches of pavement. The pavement areas shall be temporarily patched with a minimum of two (2) inches of hot mix asphalt, up to a maximum depth of six (6) inches. These locations shall be paid under the Contract Unit Price for Temporary Patching. METHOD OF MEASUREMENT Subsection 403.04 is revised to include the following: The accepted quantities for Temporary Patching will be paid for at the Contract Unit Price per Ton. Pavement cutting, excavation, subgrade preparation, haul, disposal, and bituminous materials will not be measured or paid for separately, but shall be included in the contract price for Temporary Patching. Load slips shall be consecutively numbered for each day and shall include the batch time. BASIS OF PAYMENT Subsection 403.05 is revised to include the following: Payment will be made under: Pav Item 403.01 Temporary Patching Unit 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 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. Project Specifications — Page 19 of 32 REVISION OF SECTION 604 INLETS AND CULVERTS Section 604 of the Standard Specifications is hereby revised as follows: DESCRIPTION Subsection 604.01 is revised 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 is revised to include the following: The existing frames, grates, bonnets and angle iron faces shall be salvaged and reused in the reconstruction of the inlet deck or replacement of the inlet. Salvable material shall 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 incorporated into the work, or is loaded onto City equipment by the Contractor. If the frame, grate, bonnet or angle iron face cannot be salvaged, the City will provide the replacement material for all inlet types. In the event the City cannot provide material for the Modified Type 13 Curb Inlets, the Contractor shall supply new material. This item shall include the frame, grate and adjustable curb bonnet for a Modified Type 13 Curb Inlet, and will be paid as "Modified Type 13 Curb Inlet - Materials Only". This item will be paid in addition to the "Remove & Replace" or "Reconstruct Deck" inlet items. All reinforcing steel encountered during removal shall be replaced with new steel of the grade and size as shown on the detail found herein. The "Metal Sidewalk Culvert with 5/8" Plate" item shall include a new frame and plate. The existing frame and plate shall be salvaged to the maximum extent feasible. Salvable material shall remain the property of the City of Fort Collins. When concrete is to be removed and replaced around an existing grate without disturbing the deck or box, 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 - Sidewalks, Curb and Gutter, Drive Approaches, Aprons and Crosspans found herein. Expansion joint material shall be installed every 500' in long runs and between new structure slabs 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. ends of sidewalk slabs and curbs. Expansion joint material must be set vertical 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. Expansion and caulking shall be paid as "Expansion and Caulking" by the lineal foot. Project Specifications —Page 20 of 32 REVISION OF SECTION 604 INLETS AND CULVERTS METHOD OF MEASUREMENT Subsection 604.06 is revised to include the following: Reconstruct Deck shall include the deck reconstruction of existing inlets, including two, three and a half foot (3.5') transitions, measured from inside face of box, on each side. Inlets with openings greater than those defined on the detail shall be paid for as "Reconstruct Deck" per each, plus "Reconstruct Deck Additional Foot Opening" per lineal foot. BASIS OF PAYMENT Subsection 604.07 is revised to include the following: Payment will be made under: Pav Item Unit 604.01 Area Inlet - Remove & Replace Each 604.02 Area Inlet -Reconstruct Deck Each 604.03 Area Inlet - Reconstruct Deck Additional Foot Opening Lineal Foot 604.04 Modified Type 13 Curb Inlet - Remove & Replace Each 604.05 Modified Type 13 Curb Inlet - Reconstruct Deck Each 604.06 Modified Type 13 Curb Inlet - Materials Only Each 604.07 Concrete Sidewalk Culvert - Remove & Replace Each 604.08 Metal Sidewalk Culvert with 5/8" Plate - Remove & Replace Each 604.09 Additional Square Foot 5/8" Plate Square 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 Inlets, including demolition, disposal, reinforcement and replacement, complete -in -place, as specified in these specifications, as shown on the plans, and as directed by the Engineer. Project Specifications — Page 21 of 32 REVISION OF SECTIONS 608 AND 609 SIDEWALKS, CURB & GUTTER, DRIVE APPROACHES, APRONS, CROSSPANS, AND CONCRETE PAVEMENT Sections 608 and 609 of the Standard Specifications are to be deleted and replaced with the Latimer County Urban Area Street Standards, October 2002, except as noted herein. DESCRIPTION This work consists of the construction of concrete sidewalks, curb and gutter, drive approaches, aprons, crosspans, curb ramps and concrete pavement in accordance with these specifications and in conformity with the lines and grades shown on the plans or established. MATERIALS The mix designs for all types of concrete to be utilized shall be determined by the Contractor and submitted to the Engineer 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 I, Type I/I1, or Type Ill. The air content shall be four (4) to seven (7) percent. "High Early" concrete shall be used for 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 used for a particular location shall be approved by the Engineer. See also Section 2.05, `Rigid Pavement Design', and Section 4.2.4., `Concrete Streets', of the City of Fort Collins Design Criteria and Standards for Streets." 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 M 157, 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. 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 II, Class B. The application rate for curing compound shall be 150 sq. ft./gal. for all concrete. The curing compound shall be applied immediately upon completion of the finishing. CONSTRUCTION REQUIREMENTS The Remove Concrete item shall include removal and disposal or salvage of existing asphalt, concrete, or flagstone as directed by the Engineer. Care shall be taken during removal of fillets to protect the existing concrete from damage. Any damage to the existing concrete shall be repaired or replaced at the Contractors expense. Project Specifications — Page 22 of 32 REVISION OF SECTIONS 608 AND 609 SIDEWALKS, CURB & GUTTER, DRIVE APPROACHES, APRONS, CROSSPANS, AND CONCRETE PAVEMENT 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 will match as closely as possible the surface treatment of the surrounding existing concrete. In locations where concrete pavement is replaced, the new pavement shall have a minimum thickness of 8". 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. All joints, except expansion joints, shall be sealed with an asphalt filler compound, or approved equal, in accordance with the detail for "Concrete Pavement Joints" contained herein. The cost for joint sealing shall be included in the contract unit price for "Concrete Pavement". The top of the new pavement shall be even with the existing concrete pavement. The concrete shall be consolidated with a mechanical vibrator. All construction joints shall be doweled, except for expansion joints and joints along existing curb and gutter, in accordance with the detail for "Concrete Pavement Joints" contained herein. In addition, dowels shall be 16" smooth #5 bars. The dowels shall be placed in drilled holes,12" OC. Dowels shall fit snugly into 8" deep drilled holes, or shall be epoxy grouted. In locations where concrete pavement is being replaced, the construction joint(s) shall be constructed in accordance with the detail for "Concrete Pavement Joints" contained herein. This item will not be measured or paid for separately under the terms of this contract. The maximum spacing for transverse joints in crosspans and concrete pavement shall be ten (10) feet. All construction joints for crosspans and/or aprons adjacent to new or existing concrete shall be constructed in accordance with the detail for "Concrete Pavement Joints" contained herein. This item will not be measured or paid for separately under the terms of this contract. Restoration of landscape shall be in accordance with "Revision of Section 107 - Protection and Restoration of Property and Landscape" found herein. The time frame for restoration shall be within two (2) working days from the time the concrete was placed for backfill with topsoil and by no later than the end of the first working day of the following week for sod replacement. The Contractor shall be responsible for the protection of the subgrade/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 of36 hours after the placement of curing compound for 48 hour high early concrete. Concrete blankets shall be used when the temperature is expected to fall to 32"F or below within 36 hours after 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 concrete stated above. 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. Project Specifications — Page 23 of 32 REVISION OF SECTIONS 608 AND 609 SIDEWALKS, CURB & GUTTER, DRIVE APPROACHES, APRONS, CROSSPANS, AND CONCRETE PAVEMENT The Contractor shall utilize forms approved by the Engineer for the tabulation of concrete quantities. A Concrete Washout Structure is required as described in Section 208 of the Standard Specifications. 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 Hoffman Mill Road. This item will not be measured or paid for separately, but shall be considered incidental to the related remove and replace item. METHOD OF MEASUREMENT Sawcutting shall be paid for only in connection with the "Concrete Pavement — Remove and Replace" item. For all other types of work, sawcuting shall be considered a subsidiary obligation of the Contractor, and shall not be measured or paid for separately. 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. The ramp items shall include all labor, materials (except truncated domes), equipment and incidentals, including removal, saw - cutting, haul and disposal, and for doing all the work involved in removal and replacement of pedestrian access ramps. Truncated dome panels shall be placed on all pedestrian access ramps. Truncated Dome Panel will be paid in addition to the ramp item. 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 red pre -fabricated concrete or cast iron, and shall meet all 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. All panels shall be epoxied on the non -exposed surfaces prior to being set in wet concrete. Expansion joint material shall be installed every 500' in long runs and between new structure slabs and existing concrete slabs, where called for 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. Expansion joint material must be set vertical 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. This item will be paid as Expansion and Caulking by the lineal foot. BASIS OF PAYMENT Payment will be made under: Pay Item 608.01 Remove Concrete Project Specifications — Page 24 of 32 Unit SF REVISION OF SECTIONS 608 AND 609 SIDEWALKS, CURB & GUTTER, DRIVE APPROACHES, APRONS, CROSSPANS, AND CONCRETE PAVEMENT 608.02 Vertical Curb, Gutter and 6" Sidewalk Remove & Replace LF 608.03 Vertical Curb and Gutter - No Sidewalk Remove & Replace LF 608.04 Vertical Outfall Curb and Gutter - Remove & Replace LF 608.05 Barrier Curb 12" — Remove and Replace LF 608.06 Highback Curb and Gutter - No Sidewalk LF Remove & Replace 608.07 Pedestrian Access Ramp Remove & Replace SF 608.08 Pedestrian Access Ramp, Highback Curb Remove and Replace SF 608.09 Truncated Dome Panel 608.10 Flatwork 4" - Remove & Replace SF SF 608.11 Flatwork 6" - Remove & Replace SF 608.12 Replace Flatwork — I" Additional Depth SF 608.13 Colored Concrete (4") San Diego Buff— Up Charge SF 608.14 Concrete Pavement 8" - Remove & Replace SF 608.15 Alley Approach 8" - Remove & Replace SF 608.16 Expansion & Caulking LF 608.17 Splashblock 4" SF 608.18 Exposed Aggregate 4" — Up Charge SF 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 Sidewalks, Curb & Gutter, Drive Approaches, Aprons, Crosspans, and Concrete Pavement, complete -in -place, including removal, haul and disposal, as shown on the plans, as specified in these specifications, and as directed by the Engineer. Project Specifications — Page 25 of 32 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 revised as follows: This work shall consist of furnishing, installing, moving maintaining and removing temporary traffic signs, advance warning arrows panels, barricades, channelizing devices, and delineators as required by the latest revision of the "Manual on Uniform Traffic Control Devices for Streets and Highways" (MUTCD), the City of Fort Collins "Work Area Traffic Control Handbook", 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. When a device is not in use, the Contractor shall remove it from the project for the period it is not needed. Devices temporarily not in use shall, as a minimum, be removed from the area. Moving will include devices removed from the project and later returned to use. Payment shall be made for the maximum number of each type of traffic control device being used at one given time per day. Traffic control devices shall be placed and/or stored in the City right-of-way in such a manner that minimizes the hazards to pedestrians, bicyclists and vehicles. Traffic control devices shall be removed from the site immediately upon completion of the work for any street(s). MATERIALS Subsection 630.02 shall include the following: All traffic control devices placed for this project must meet or exceed the minimum standards set forth in the MUTCD. All traffic control devices shall be clean and in good operating condition when delivered and shall be maintained in that manner on a daily basis. All traffic control devices shall be clearly marked and free of crossed out information or any other form of defacement that detracts from the purpose for which they are intended (i.e. crossed out information, information written in long -hand style, etc.) Additionally, any sign blank with sign faces on both sides must have the back sign face covered when in use to avoid confusion to motorists traveling in the opposite direction and other potentially affected parties, such as residents affected by any information the sign may present. CONSTRUCTION REQUIREMENTS Subsection 630.09 shall be revised as follows: TRAFFIC CONTROL PLAN Traffic control through the construction areas is the responsibility of the Contractor. For all locations, a Traffic Control Plan shall be prepared. The Traffic Control Plans shall be on City supplied forms. The Traffic Control Plans shall be submitted for approval to the Engineer by 8:00 a.m., two working days prior to the commencement of work. (Note: Traffic Control Plans for work done on Monday and Tuesday shall be submitted the previous Friday by 8:00 a.m.) Full road closure plans shall be submitted no later than Friday mornings by 8:00 a.m. for projects starting the following week. All plans shall be delivered to City Engineering, 281 North College Avenue. Facsimiles of plans shall not be allowed. No phase of the Project Specifications — Page 26 of 32 5.0 INTERPRETATIONS AND ADDENDA. 5.1. All questions about the meaning or intent of the Bidding Documents are to be submitted in writing to the Engineer and the OWNER. Interpretation or clarifications considered necessary in response to such questions will be issued only by Addenda. Questions received less than seven days prior to the date for opening of the Bids may not be answered. Only questions answered by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. 5.2. All questions concerning the scope of this project should be directed to the Engineer. Questions regarding submittal of bids should be directed to the City of Fort Collins' Purchasing Division. 5.3. Addenda may also be issued to modify the Bidding Documents as deemed advisable by OWNER or Engineer. 5.4. Addenda will be mailed or delivered to all parties recorded by the OWNER as having received the Bidding documents. 6.0 BID SECURITY 6.1. Each Bid must be accompanied by Bid Security made payable to OWNER in the amount stated in the Invitation to Bid. The required security must be in the form of a certified or bank cashier's check payable to OWNER or a Bid Bond on the form enclosed herewith. The Bid Bond must be executed by a surety meeting the requirements of the General Conditions for surety bonds. 6.2. The Bid Security of the successful Bidder will be retained until such Bidder has executed the Agreement and furnished the required contract security, whereupon Bid Security will be returned. If the successful Bidder fails to execute and deliver the Agreement and furnish the required contract security within 15 days of the Notice of Award, OWNER may annul the Notice of Award and the Bid Security of that Bidder will be forfeited. The Bid Security of other Bidders whom OWNER believes to have reasonable chance receiving the award may be retained by OWNER until the earlier of the seventh day after the effective date of the Agreement or the thirty-first day after the Bid Opening, whereupon Bid Security furnished by such Bidders will be returned. Bid Security with Bids which are not competitive will be returned within seven days after the Bid opening. 7.0 CONTRACT TIME. The number of days within which, substantially complete and also (the Contract Times) are set fort 8.0 LIQUIDATED DAMAGES. 12/03 h or the date by which the Work is to be completed and ready for Final Payment in the Agreement. Section 00100 Page 3 REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL construction shall start until the Traffic Control Plan has been approved. Failure to have an approved Traffic Control Plan shall constitute cause for the City to stop work, as well as the Contractor's forfeiture of payment for all work and materials at that location, with no adjustment in the contract time. All costs associated with Traffic Control Plan review will not be measured or paid for separately, but shall be considered incidental to the Work. The Traffic Control Plan shall include, as a minimum, the following: (1) A detailed diagram which shows the location of all sign placements, including advance construction signs (if not previously approved) and speed limit signs; method, length and time duration for lane closures, and location of flag persons. (2) A tabulation of all traffic control devices shown on the detailed diagram including, but not limited to: construction signs; vertical panel; vertical panel with light; Type I, Type II, and Type III barricades; cones; drum channelizing devices; advance warning flashing or sequencing arrow panel. Certain traffic control devices may be used for more than one operation or phase. However, all devices required for any particular phase must be detailed and tabulated for each phase. (3) Number of flaggers to be used. (4) Parking Restrictions to be in affect. Approval of the proposed method of handling traffic is intended to indicate those devices for which payment is to be made. Such approval does not relieve the Contractor of liability specifically assigned to him under this contract. Parking Restriction Plans shall be submitted and approved which show the location and quantity of "NO PARKING" signs, the date to be placed, and the date to be removed. The plans shall be prepared on City supplied forms. The Parking Restriction Plans shall be submitted to the Engineer by 8:00 a.m., two working days prior to the commencement of work. (Note: Parking Restriction Plans for work done on Monday and Tuesday shall be submitted the previous Friday by 8:00 a.m.) All plans shall be delivered to City Engineering, 281 North College Avenue. Facsimiles of plans shall not be allowed. No phase of the construction shall start until the Parking Restriction Plan has been approved. Failure to have an approved Parking Restriction Plan shall constitute cause for the City to stop work, as well as the Contractor's forfeiture of payment for all work and materials at that location, with no adjustment in the contract time. The cost for preparing and submitting the traffic control plan shall be included in the contract unit price for Traffic Control Supervisor. Subsection 630.10 shall be revised as follows: TRAFFIC CONTROL MANAGEMENT Traffic Control Management shall be performed by a Traffic Control Supervisor (TCS). The TCS(s) shall possess a current American Traffic Safety Services Association (ATSSA) certification as a Worksite Traffic Control Supervisor or Colorado Contractor's Association (CCA) certification as a Traffic Control Supervisor. (Proof of certification shall be presented to the City Traffic Control Manager, and when requested by a City representative, for each TCS utilized on this project.) One TCS shall be designated as the Head TCS. The Head 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 one week prior to commencement of the work. The Head TCS shall be on site at all times during the construction when payment is made under the contract unit price for Traffic Control Supervisor per day. When the TCS is being Project Specifications — Page 27 of 32 REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL paid under the TCS per hour item, time spent on site may be modified by the City Representative, as needed, based on the size and complexity of the project, location of work, duration of the project, traffic factors, weather, and roadway characteristics. The TCS shall be equipped with a cellular phone. The cost of this phone shall be incidental to the day or hour pay unit for TCS. It is the intent of the specifications that the Head TCS be the same throughout the project. Ifthe Head TCS is to be replaced during the project, the Engineer shall be given a minimum of one (1) weeks notice and qualifications shall be submitted for approval for the replacement. The Head TCS will be paid for under the TCS item. The TCS's duties shall include, but not be limited to: (1) Preparing, revising and submitting Traffic Control Plans as required. (Review fees will not be measured or paid for separately, but shall be considered incidental to the Work.) (2) Direct supervision of project flaggers. (3) Coordinating all traffic control related operations, including those of the Subcontractors and suppliers. (4) Coordinating project activities with appropriate police and fire control agencies, Transfort, school districts and other affected agencies and parties prior to construction. Typed hand delivered notification to all businesses and residents at least 24 hours prior to construction. (The notification of residents and businesses may be accomplished by a representative of the TCS.) (5) Maintaining a project traffic control diary which shall become part of the City's project records. (6) Inspecting traffic control devices on every calendar day for the duration of the project. (7) Insuring that traffic control devices are functioning as required. (8) Overseeing all requirements covered by the plans and specifications which contribute to the convenience, safety and orderly movement of traffic. (9) Flagging. (10) Setting up traffic control devices. Notification of residents and businesses shall be the responsibility of the TCS 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 pouring, etc.), the dates and times of the work, and the parking and access restrictions that will apply, as well as thorough information placed on "NO PARKING" signs. Sample letters will be provided by the Engineer and shall be distributed prior to the commencement of each phase of the work. Letters shall be submitted with the Traffic Control Plans for approval. Approved letters shall be distributed a minimum of 24 hours prior to the commencement of work. (Note: The time frame criteria for distributing letters are the same as for posting "NO PARKING" signs.) The cost for preparing and distributing the letters shall be included in the cost for TCS. 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 Project Specifications — Page 28 of 32 REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL working day, "on call" at all times and available upon the Engineer's request at other than normal working hours. All costs associated with "on call" service, excluding actual hours worked, shall be included in the contract unit price for Traffic Control Supervisor. The TCS's will be paid only for days the Contractor works, and as directed by the Engineer. On weekends and other days the Contractor is not working, the TCS will not be paid. Time spent maintaining signs on the weekends, holidays, bad weather days, and other days the Contractor does not work shall be included in the unit prices for the equipment. Time spent setting up equipment, modifying equipment, maintaining equipment, and picking up equipment shall be included in the unit prices for the equipment. All traffic control devices shall be placed under the supervision of a Traffic Control Supervisor. The Traffic Control Supervisor shall have up to date copies of the City of Fort Collins' "Work Area Traffic Control Handbook", and Part VI of the MUTCD, pertaining to traffic controls for street and highway construction, available at all times. METHOD OF MEASUREMENT Subsection 630.14 shall be revised as follows: Quantities to be measured for construction traffic control devices shall be the number of units of the various sizes and descriptions listed below: Construction Traffic Signs: Size A Signs - 0.01 to 9.00 Square Feet Size B Signs - 9.01 to 16.00 Square Feet "NO PARKING" Sign with Stand will be measured and paid for separately and not included in the item for Size A Signs. "NO PARKING" Sign with Stand shall consist of a metal sign attached to a device (stand) such as a Vertical Panel or Type I Barricade. The sign material and stand shall be approved by the Engineer. The sign material and stand will not be measured and paid for separately but shall be included in the Contract Unit Price for "NO PARKING" Sign with Stand. The cost for "NO PARKING" Sign with Stand shall include delivery, rental, setup, modification, maintenance, and pickup. "NO PARKING" signs must remain in place until the street is open to traffic. Traffic channelizing devices consisting of vertical panel, cones, or drum channelizing devices will be measured by the unit. Barricade warning lights shall be measured and paid for separately if approved by the Engineer. Advance Warning Flashing or Sequencing Arrow Panels will be measured by the unit. The number of Traffic Control Supervisors shall be approved by the Engineer prior to each days work. The quantity to be measured for Traffic Control Supervisor will be the number of authorized days performed by the Traffic Control Supervisor or his approved representative. An authorized day shall be any day, or portion of a day, authorized by the Engineer, that construction operation would require a Traffic Control Supervisor. "On Call" and project inspections on all other days will not be measured and paid for separately but shall be included in the work. The cost for setting up equipment, modifying equipment, maintaining equipment, and picking up equipment (not including "NO PARKING" Sign with Stand) during authorized days shall be included in the Contract Unit Price for Traffic Control Supervisor. Project Specifications — Page 29 of 32 REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL If a TCS(s) is used for an authorized day, but not for the entire day, the TCS shall be paid at the Contract Unit Price for "Traffic Control Supervisor" at the per hour rate. The quantity to be measured for flagging will be the total number of hours that flagging is actually used as authorized. Hours of flagging in excess ofthose authorized shall be at the Contractor's expense. Flagger breaks shall be included in the Contract Unit Price for Flagging. The method for covering flagger breaks shall be approved by the Engineer. Flagging outside of the construction work hours will not be paid for under the terms of this contract unless authorized in writing by the Engineer. Flagger stand-by time will not be paid for under the terms of this contract. In locations where traffic control is set up and the work is not performed due to Contractor caused delays, the traffic control shall not be paid for under the terms of this contract. The costs for advance warning "NO PARKING" signs for periods in excess of 24 hours prior to the advancement of work, including those instances when said signs have been changed or otherwise updated to reflect current schedules, will not be paid for under the terms of this contract unless authorized by the Engineer in writing. In addition, the Owner shall deduct from compensation due the Contractor $10.00 for each traffic control device per day for said conditions, including "NO PARKING" signs and any signs which are not removed from the site immediately upon completion of the work. BASIS OF PAYMENT Subsection 630.15 shall be revised as follows: The cost for Traffic Control Devices, not including "NO PARKING" Sign with Stand, shall include delivery, rental, and pickup. The cost for setting up equipment, modifying equipment, and maintaining equipment will be paid for under the Contract Unit Price for TCS as described above. The cost for "NO PARKING" Sign with Stand shall include delivery, rental, setup, modification, maintenance, and pickup. Payment shall be full compensation for furnishing, erecting, maintaining, moving, removing and disposing of construction traffic control devices necessary to complete the work. All construction traffic control devices which are not permanently incorporated into the project will remain the property of the Contractor. The initial manufacturing will be paid for Specialty Signs per unit and the actual use paid for under the appropriate unit cost for Size A or Size B sign. This item shall apply to new signs only. Once manufactured, they may be used throughout the project. Upon completion of the work, the Specialty Signs shall be returned to the Contractor. The accepted quantities will be paid for at the contract unit price for each of the pay items listed below: Pav Item Unit 630.01 "NO PARKING" Sign with Stand Per Day Per Each 630.02 Vertical Panel Without Light Per Day Per Each Project Specifications — Page 30 of 32 REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL 630.03 Channelizing Drum Without Light Per Day Per Each 630.04 Type 1/11 Barricade Without Light Per Day Per Each 630.05 Type III Barricade Without Light Per Day Per Each 630.06 Size A Sign With Stand Per Day Per Each 630.07 Size B Sign With Stand Per Day Per Each 630.08 Size A Specialty Sign - Cost of Manufacturing Each 630.09 Size B Specialty Sign - Cost of Manufacturing Each 630.10 Cone With Reflective Strip Per Day Per Each 630.11 Safety Fence Per Day Per Roll 630.12 Light Per Day Per Each 630.13 Advance Warning Flashing or Sequencing Arrow Panel Per Unit Per Day 630.14 Variable Message Board Per Day Per Each 630.15 Traffic Control Supervisor Per Day 630.16 Traffic Control Supervisor Per Hour 630.17 Flagging Per Each Per Hour Flagger hand signs will not be measured and paid for separately, but shall be included in the work. The flaggers shall be provided with electronic communication devices when required. These devices will not be measured and paid for separately, but shall be included in the work. The cost of batteries, electricity and/or fuel for all lighting or warning devices will not be paid for separately but will be considered subsidiary to the item. Sand bags will not be measured and paid for separately, but shall be included in the work. The Contractor may provide larger construction traffic signs than those typically used in accordance with the MUTCD, if approved; however, payment will be made for the typical panel size. The City shall not be responsible for any losses or damage due to theft or vandalism. Project Specifications — Page 31 of 32 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 ARTERIALS AND COLLECTORS, INCLUDING THOSE LISTED ABOVE, WILL BE ALLOWED UNDER EXTREME CIRCUMSTANCES AND ONLY UPON APPROVAL OF THE ENGINEER. PLANS SHALL BE APPROVED A MINIMUM OF ONE WEEK PRIOR TO THE COMMENCEMENT OF WORK AND/OR THE TIME REQUIRED TO ADEQUATELY NOTIFY THE PUBLIC THROUGH THE MEDIA. SPECIAL CONDITIONS FOR WORK ON RESIDENTIAL STREETS NOTE: FULL CLOSURES ON ALL RESIDENTIAL STREETS SHALL BE ALLOWED AS SHOWN ON THE TRAFFIC CONTROL PLANS. Project Specifications — Page 32 of 32 02500 QUANTITY ESTIMATE Concrete Street Maintenance Project - East Mountain Avenue Item No. Description Unit Contract Quantity 202.01 Sawcut Concrete Pavement - Per Inch Depth LF/ INCH 10392 203.01 General Excavation CY 0 203.02 Borrow TON 0 208.01 Concrete Washout Structure EA 1 210.01 Adjust Valve Box EA 6 210.02 Adjust Standard Manhole 24" EA 1 210.03 Reset Brick Pavers SF 304.01 Aggregate Base Course TON 510 403.01 Temporary Patching TON 0 604.01 Area Inlet - Remove & Replace EA 0 604.02 Area Inlet - Reconstruct Deck EA 1 604.03 Area Inlet - Reconstruct Deck Additional Foot Opening LF 0 604.04 Modified Type 13 Curb Inlet - Remove & Replace EA 2 604.05 Modified Type 13 Curb Inlet - Reconstruct Deck EA 0 604.06 Modified Type 13 Curb Inlet - Materials Only EA 2 604.07 Concrete Sidewalk Culvert - Remove & Replace EA 0 604.08 Metal Sidewalk Culvert 5/8" Plate - Remove & Replace EA 0 604.09 Additional Square Foot of 5/8" Plate SF 0 608.01 Remove Concrete SF 0 608.02 Vertical Curb, Gutter & 6" Sidewalk - Remove & Replace LF 0 608.03 Vertical Curb & Gutter - No Sidewalk - Remove & Replace LF 354 608.04 Vertical Outfall Curb & Gutter - Remove & Replace LF 0 608.05 Barrier Curb 12" - Remove & Replace LF 0 608.06 Highback Curb & Gutter - No Sidewalk - Remove & Replace LF 500 608.07 Pedestrian Access Ramp - Remove & Replace SF 238 608.08 Pedestrian Access Ramp - Highback - Remove & Replace SF 0 608.09 Truncated Dome Panel SF 44 608.10 Flatwork 4" - Remove & Replace SF 0 608.11 Flatwork 6" - Remove & Replace SF 890 608.12 Replace Flatwork - 1" Additional Depth SF 0 608.13 Colored Concrete 4" San Diego Buff- Up Charge SF 0 608.14 Concrete Pavement 8" - Remove & Replace SF 40301 608.15 Alley Approach 8" - Remove & Replace SF 0 608.16 Expansion & Caulking LF 880 608.17 Splashblock 4" SF 0 608.18 Exposed Aggregate 4" - Up Charge SF 0 623.01 Irrigation Sleeving 3" PVC LF 0 626.01 Mobilization Lump Sum 1 Page 1 of 2 02500 QUANTITY ESTIMATE Concrete Street Maintenance Project - East Mountain Avenue Item No. Description Unit Contract Quantity 630.01 "No Parking" Sign With Stand Per Day Per Each 1500 630.02 Vertical Panel Without Light Per Day Per Each 150 630.03 Channelizing Drum Without Light Per Day Per Each 1600 630.04 Type I / II Barricade Without Light Per Day Per Each 600 630.05 Type III Barricade Without Light Per Day Per Each 150 630.06 Size A Sign With Stand Per Day Per Each 1000 630.07 Size B Sign With Stand Per Day Per Each 550 630.08 Size A Specialty Sign - Cost of Manufacturing Each 5 630.09 Size B Specialty Sign - Cost of Manufacturing Each 10 630.10 Cone With Reflective Strip Per Day Per Each 300 630.11 Safety Fence Per Day Per Roll 25 630.12 Light Per Day Per Each 400 630.13 Advance Warning Flashing or Sequencing Arrow Panel Per Day Per Each 5 630.14 Variable Message Board Per Day Per Each 5 630.15 Traffic Control Supervisor Per Day 40 630.16 Traffic Control Supervisor Per Hour 20 630.17 Flagging Per Hour 400 Page 2 of 2 SECTION 03000 DETAILS INDEX Curb and Gutter 701 Curb, Gutter, and Sidewalk 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 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 7 2'-6" 6" 1 1/2"R. 4 1/2" N 2"R Gutter edge may be a • d tapered or battered. N (Typical for all Curb & d:, : d & Gutter Types) d- �o VERTICAL 30" 1 s• 12• 4.5" 21.75" 3.75" R 0.5" 3.63" 2• 9. d: <` �.QQ." a d S s 4 7" d a ROLL-OVER (LOVELAND) CURB AND GUTTER LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 03/01/02 701 Provisions for liquidated damages are set forth in the Agreement. 9.0 SUBSTITUTE ("OR EQUAL") MATERIAL AND EQUIPMENT The Contract, if awarded, will be on the basis of material and equipment described on the Drawings or specified in the Specifications without consideration of possible substitute or "or equal" items. Whenever it is indicated on the Drawings or specified in the Specifications that a substitute or "or equal" item of material or equipment may be furnished or used by CONTRACTOR if acceptable to Engineer, application for such acceptance will not be considered by Engineer until after the "effective date of the Agreement". The procedure for submittal of any such application by CONTRACTOR and consideration by Engineer is set forth in the General Conditions which may be supplemented in the General Requirements. 10.0 SUBCONTRACTORS, SUPPLIERS AND OTHERS 10.1. Each Bidder shall submit at the Bid opening to OWNER a list of principal subcontractors he proposes to use in the Work. Refer to Section 00430 contained within these Documents. 10.2. If OWNER or Engineer after due investigation has reasonable objection to any proposed Subcontractor, either may, before the Notice of Award is given, request the apparent successful Bidder to submit an acceptable substitute without an increase in Bid price. If the apparent successful Bidder declines to make any substitution, OWNER may award the contract to the next lowest responsive and responsible Bidder that proposes to use acceptable subcontractors. Subcontractors, suppliers, other persons or organization listed and to whom OWNER or Engineer does not make written objection prior to the giving of the Notice of Award will be deemed acceptable to OWNER and ENGINEER subject to revocation of such acceptance after the effective date of the Agreement as provided in the General Conditions. 10.3. CONTRACTOR shall not be required to employ any subcontractor, supplier or other persons or organizations against whom he has reasonable objection. The use of subcontractors listed by the Bidder and accepted by OWNER prior to the Notice of Award will be required in the performance of the Work. 11.0 BID FORM. 11.1. A copy of the Bid Form is bound in the Contract Documents which may be retained by the Bidder. A separate unbound copy is enclosed for submission with the Bid. 11.2. Bid Forms must be complete in ink or typed. All lump sum prices on the form must be stated in words and numerals; in case of conflict, words will take precedence. Unit prices shall govern over extensions of sums. 12/03 Section 00100 Page 4 4 ^ r LIMITS OF C & G z 14 IN. 17 IN. 3 FT. 9 IN. (1.17 FT.) I \ (1.42 FT.) (3.75 FT.) M 4 2 ZM I \ M m \ D� n � 1 i IN. FLOW LINE 4 IN. 6 IN. ^ rc� �m —(1 5 Fr.) (15 INT.) � DRIVE —OVER CURB, GUTTER AND SIDEWALK 2 FT 6 IN. WHERE WALK ADJOINS A CURB, IT SHALL BE 6 IN.— 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 IN.^ .. .. .- I1 1/2 IN. D 41N. b p. —� 2 IN. R 8 IN. i t d \ 6 IN. R� 4 FT. MIN. � II 112 IN. :p t � VERTICAL 6 IN. CURB, GUTTER AND SIDEWALK SURFACE 1/8 IN. R. 4.43 FT. 3/4 IN. MIN. Tl 1.18 FT. 58 FT 2.67 FT. b. .09 FT. a CP n .3D FT r' 11 FT. "r 4 IN. 1 T DUMMY JOINT FOR WALKS a 6 IN,, a COMBINATION CURB, GUTTER AND SIDEWALK "HOLLYWOOD" (OBSOLETE — FOR REPLACEMENT ONLY) CURB, GUTTER AND SIDEWALK DETAILS CITY OF FORT COLLINS STORMWATER APPROVED: DETAIL DATE: 11/13/00 UTILITIES � d Fwt GiYlu CONSTRUCTION DETAILS D DRAWN BY: NBJ 1 /8" TO 1 /4"R. on 1"± 1/4" A 1-1/2" 4-1/2" 1-1 /2" TO 2" R. " .4 .k (V 9 r ---------- OUT FALL CURB & GUTTER (FORT COLLINS ONLY) all All 1 /8" TO 1 /4"R. ":t 1/4" 1 1/2"-1--1 I \— ASPHALT OR —/ -=I * 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" 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 PERSPECTIVE Ramp if necessa Right of Way line X = Curb Transition Length Y = Parkway Width in Type I Approach W = Driveway Width (See Drawing 707) t = Concrete Thickness - minimum 6' Type I = With Detached Sidewalk Type 11 = With Attached Sidewalk er to Chapter 25 for minimum removal dimensions. W =Width A B m W W �ciaci ieu 1 :12 V Sidewalk max. I W +i �� W �V W d• N xEN ttached Attached 'Sidewalk Sidewalk6„ 1:1 N 112 max. Back of curb FL - 0 (V Lip T_-- A B TYPE I x=2' min. Driveway Width Varies x=6'-a' TYPE II 1:24 LLI N K> WALK SECTION B-B NOTE: p N.T.S. a WALK Y 1. Concrete driveway must be provided to the property line. 0 1:48 SLOPE -�--- 1/4" PER Fr. 1 :12 (max ) 6 f• •t. .tl y�. Expansion joint if drive WALK SECTION A -A continues as concrete N.T.S. STANDARD DRIVEWAY APPROACH (TYPES I & II) I ARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/01/07 706 z/] H z t7 Fto d CO3 t7 t:jaz t2xj En a a ►b f7 � O � O ay � COO y �+ z � a L.7 0 � c r O � z O � "'C1 CMJ C7 "" �2 ~ O � z Flare Optional (FC Only) ROW ')crete Driveway Expansion Joint Detached v Sidewalk 1:12� R �� r n Max 2 — — - — — N to tu Y Parkway T E c N See Note 6 E I E See Note 4 See Note 3 0 A TYPE III rL DETACHED WALK 1:48 SLOPE 1/4'PER FT. 112-L rL Tt YS WALK SECTIONS A -A & B-B NOTES: N.T.S. 1 . 6' wide pan for residential streets. 2. All intersections to have access ramps. 3. 6" Curb Height. 4. 0" Curb Height. 5. All of these pedestrian improvements must be in ROW or a pedestrian or public access easement. 6. Truncated Dome Warning Detection. See Note 5 See Note See Note See Note B TYPE IV Ramp If walk continues on private property. Curb to retain Landscape if Necessary Sidewalk ATTACHED WALK DRIVEWAY WIDTHS CLASSIFICATION APPROACH MINIMUM MAXIMUM TYPE WIDTH WIDTH RESIDENTIAL: Single Family • I or II 12' 24' �k Multi Family I, Il, III, or IV 24' 36' ** Commercial I, ll, III, or IV 24' 36' �k�k Industriol 24' 36' • High volume driveways (Type III or IV) allowed for 350 or greater trip ends/day. *30' maximum for 3 car garages. **No single opening shall exceed 36'. Wider driveways shall be divided w/o median not less than 6' wide. WALK 8' TRANSITION FROM C & G SECTION TO PAN SECTION, TYPICAL BOTH SIDES. ROADWAY WIDTH CONTROL JOINTS CONTROL JOINT REQUIRED FOR PANS OVER 40' A ` II LENGTH _ I CONTROL ` JOINTS (TYP.) —+—._. TOOL JOINT AT 10' O.C. A TOOL JOINT DOWELL IF (for monolithic pour) COLD JOINT (See Standard Drawing 714) 6' MINIMUM (LOCAL) 8' MINIMUM (COLLECTOR) 10' MINIMUM (ARTERIAL) rd * 8" MIN. FOR RESIDENTIAL. USE CONCRETE PAVEMENT DESIGN + 1/2" FOR COLLECTOR & ARTERIALS. SECTION A -A NOTE: ALL INTERSECTIONS TO HAVE ACCESS RAMPS PLAN VIEW PARALLEL STREET CLASSIFICATION W CROSS PAN WIDTH LOVELAND DEPTH OF INVERT FT. COLLINS DEPTH OF INVERT d (MIN.) d (MAX.) d Arterial 10' 1 1 /4" 2 1 /2" 1 1 /2" Collector 8' 1" 2" 1 1 /8" Local 6' 3/4" F 1/2" 7/8" ** 8' MIN. WIDTH WHERE CROSSING A COLLECTOR ROADWAY. 0 N N M A X (Varies, See Plans Xmax=2.0') L_ . 1 1/4" d (Varies, See Plans) 6" SECTION B—B o I EU) U Attached c o Sidewalk E o r 0 C B o LL I I ' 5/8" Rolled Steel Tread Plate (diamond pattern) Dimension Variable Retaining Screws at C 4'-0" or as Directed B Detached Sidewalk Notes: I PLAN VIEW 5/8" Rolled Steel Tread Plate 1. Length of steel plate varies. L = 1 1/4" x 1 1/4" x 1/4" 1/2" x 1" Flat Head Mach. 2. Chase and cover plate run from 0 Screw Brass or Electro-galv. Right of Way line to flow line unless finish 12" on center approved by the Engineer.,'. " (typical both sides) With curb walk, cover plate extends Angle iron to be drilled and from property line to top of walk face. threaded to receive screw. g Concrete to be drilled to allow 3" #4 Bar Welded at 12" on screw to extend into the SECTION C—C center, Nelson Standard Anchor concrete or equivalent. (typical both sides) (typical both sides). s 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: O4/01/O7 709 1, ft STEEL DECK RING WITH MACLEAR ER APPREVED EQUAL 6 IN. THICK SEE CURB FACE rF ASSEMBLY DETAIL DRAINAGE 4M 4�� GUTT SEE DETAIL 'A' FLEW LINE BETH SIDES) PLAN VIEW 1 1/2 IN. R IS IN. LENG WARPED DEPRESSED GUTTER WARPED 10_4�L LEG GUTTER GUTTER 77, ALTERED 1 1/2 IN, PIPE SPACER FLEW LINE AND 1 1/4 IN. LECK NUT STEEL RED — THREADED DRAINA EMBEDMENT PLATE EXTEND CHANNEL CURB FACE ASSEMBLY DETAIL WALL EDGE rF WALL GENERAL NETES 2. FLEER CF INLET SMALL BE SHAPED WITH MATCH SI WALK. SEE D-6. TC PIPE CrNNECTIENS. 6. EXPCSED STEEL SHALL BE GALVANIZED IN 3. MANHrLE RUNGS SHALL BE REQUIRED FIR ACCrRDANCE WITH AASHTE M-111. INLET HEIGHT 4 FT. AND GREATERI 4. SIDEWALK SHALL BE 6 IN. THICK FCR 3 FT. DETAIL 'A' EN EITHER SIDE CF INLET. CURB INLET-4 FT. OPENING FOR VERT. CURB & GUTTER CITY OF FORT COLLINS STORMWATER DETAIL UTILITIES DATE: 11/19/02_ -7A ft of W CON CONSTRUCTION DETAILS DRAWN BY: NBJ D m 4 FT. B L 2 A p 8 IN. C.C.--j 7 �-- "601 /" 501\ 6 IN. 9 IN. C.C. 6 IN. C.CL 502 504 503 I �� I I 12 IN, 12 IN. I ANC HC O FT. t-FLCW LINE 8C &5 WITH 1 1/2 IN DI& HOLE IN CENTER 07 408--/ 3 FT. 5 FT. 3 FT. 11 FT. Ar 1 FT. I I PLAN VIEW` NTS TABLE 1 BAR LIST FCR CURB INLET MARK IIIN. SPACING TYPE PEW LENGHT 401 8 IN. II 4 3 FT. 10 IN 402 12 IN. III w 7 FT. 10 IN 403 12 IN. IV 6 7 FT. 4 IN 404 1/2 IN 12 IN. II 14 w 405 12 IN. w 3 FT. 2 IN 406 12 IN. II 4 ■ 408 12 IN. VII 4 3 FT. 4 IN. 501 5/8 IN. 9 IN. II 2 9 FT. 0 M 502 5/8 IN. 9 IN. II 1 4 FT. 8 IN 503 5/8 IN. 9 IN. II 1 9 FT. 0 IN 504 5/8 IN. 6 IN. VIII 2 4 FT. 8 M 601 3/4 IN — — I 8 FT. 10 IN. 8 C 8.5 — — — l 5 FT. 0 IN. ANCHCR 1/2 IN. 24 IN. — 2 1 FT. 6 IN =L� TYPE II ��''-- STRAIGHT 405 a—FDL TYPE III 54 IN. , I M TYPE IV 8 IN. wVARIBLE WITH NIGHT, REFER TC TABLE 2. es� a rN TYPE VII 11 IN TYPE VII 30IN L¢r 12 IN. LAP GENERAL NCTES� BAR BENDING DIAGRAM (DIMENSION ARE CUT TC CUT CF BAR) 1. QUANTITIES INCLUD VCLUMES OCCUPIED BY PIPES. STRUCTURAL STEEL REINFORCEMENT ARCUND PIPES ARE NET INCLUDED. 2. KEABJANDT WHERE WALLS CONNECT TC TCP 3. REINFORCEMENT IN WALLS AND BASE SHALL BE 3 IN. FROM THE SIDES EXPOSED TC EARTH. REINFORCEMENT IN TCP SLAB SHALL BE 1 1/2 IN CLEAR. P FT. • rt - c TM SECTION A -A NTS 5 FT. 2 FT, 1 FT 402 i N4 ANCHORS SECTION B-B NTS TABLE 2 H,. ,.. .LENGHT.,. ..�.C.Y. LB. 40214051 404 406 CCNC, STEEL 3 FT. 6 IN 10 6 3 FT. 2 IN.2 FT. I IN 10 6 4 FT. 0 IN. 12 8 3 FT. 8 IN 2 FT. 7 IN 12 8 4 FT. 6 IN 12 8 4 FT. 2 IN 3 FT. I IN 12 8 5 FT. 0 IN 14 10 4 FT. 8 IN 3 FT. 7 IN 14 IO 5 FT. 6 IN 14 10 5 FT. 2 IN 4 FT. 1 IN 14 l0 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 M 5 FT. 1 IN 16 12 7 FT. 0 IN 18 14 6 FT. 8 IN 5 FT. 7 IN.1 18 14 7 FT. 6 IN. 18 14 7 FT. 2 IN 6 FT. 1 IN 18 14 8 FT. 6 IN. 20 16 FT. 8 IN 6 FT. 7 IN. 20 16 8 FT. 6 IN 20 16 8 FT. 2 7 FT. 1 IN 20 16 9 FT. 0 IN. 22 18 8 FT. 8 IN 7 FT. 7 IN. 22 IS 9 FT. 6 IN 22 22 9 FT. 2 IN 8 FT. 1 IN 22 22 IO FT. 0 I 24 24 9 FT. 8 IN 8 FT. 7 IN. 24 24 CURB INLET-4 FT. OPENING FOR VERT. CURB & GUTTER (REINFORCEMENT) CITY OF FORT COLLINS STORMWATER APPROVED: DETAIL UTILITIES CONSTRUCTION DETAILS DATE: 11/21/02 p_7B Qt� a ►r1 DRAWN BY: NBJ 6 IN B 14 IN. FA 6 m STEEL DECK RING WITH 24 IN, HEAVY DENVER COVER BY MACLEAR CR APPROVED EIX1AL. O 6 IN. THICK — SIDEWALL (TYP. I I BCTH SIDES) 6 IN. SEE DETAIL 'A' � � — WARPED CURB 6 4 FT. OPENING LCW LINE GUTTER (TYP. BOTH SIDES) 11 FT. A PLAN VIEW 8 [8.5 FLUSH NTS 04 BAR CURB FACE 1 1/2 IN. R / 8 LONG 77, 4 10 IN. EMBEDMENT sY _I 1/4 IN. DIA. X 24 IN. GALV. STEEL RED - THREADED 3 1/2 IN. AT TIP. 1/4 IN. 3 IN. X 3 IN. X 3/8 IN. PLATE i 6 IN. SEE CL EF ASSEMI B R A NCRMAL FLEW f SECTION A -A WARPED GUTTER ALTERED FLEW LIFE FIR 1 SECTION B-B EXTEND CHANNEL TC CUTSIDE CURB FACE ASSEMBLY DETAIL y vwL EDGE EF WALL GENERAL NOTES C �� SHALL E. FFLCCR CF INLET SHALL BE SHAPED WITH MATCH SIOEVALK SEE D-6.BE SLOPE TC 3 IN. RAD.� I IN. TDDPIICNCCCNCRETETC FORM INVERT 6. EXPOSED STEEL SHALL BE GALVANIZED IN / CC PPEE CNIECCTTIICC ACCORDANCE WITH AASHTC M-lll. 3. MANMCLE RUNGS SHALL BE REQUIRED FIR INLETT HEIGHT 4 FT. AND GREATER. DETAIL 'A' 4. SIDEWALK SHALL BE 6 IN, THICK FIR 3 FT. CN EITHER SIDE CF INLET. CURB INLET-4 FT. OPENING DRIVE -OVER CURB & GUTTER 6�hCITY OF FORT COLLINS STORMWATER APPROVED: DETAIL UTILITIES CONSTRUCTION DETAILS DATE: 11/21/02 D-8A ab d hA can" DRAWN BY: NBJ A 409 -- 6 IN. z_ � n B a � n 17 IN. 1 14 FT. 3 FT. 5 FT. 3 FT. 11 FT. A PLAN VIEW NTS IN. 1 I I FT A FT _ A. IN SECTION A —A i�arrs>•��yy��arr��lr yIW ANCHORS �r TABLE 1 BAR UST FOR CURB INLET A. O.C. TYPE NO LENGHT =LENGHT TYPE II SPACING RE0'D Straight MARK DIA. 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 i FT. 2 IN. 4110 12 IN II 4 412 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. 6 IN 503 5/8 IN. 9 IN. II 1 9 FT. 0 IN. 504 5/8 IN 6 IN VIII 2 4 FT. 8 IN. 601 3/4 IN. - - 1 B FT. 10 IN. 8 E 6.5 - - - 1 5 FT. 0 IN. ANCHOR 1/2 IN. 24 IN - 2 1 FT. 6 IN. TYPE III [Wr201N. TYPE IV 42 IN 20 IN. U. 91N TYPE VII VARAILE VITH HEIGHT, REFER TO TABLE a 11 IN. Bent TYPE VIII 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 QUANTITIES VARIABLE MATH HFIGHT H NO. REOb LENGHT C.Y. I.B. 402 405 404 406 CONC. STEEL 3 FT. 6 IN. 10 6 3 FT. 2 N. 2 FT. 1 IN. 25 21D 4 FT. O IN. 12 8 3 FT. 8 IN. 2 FT. 7 IN. 26 230 4 FT. 6 IN. 12 8 4 FT. 2 IN. 3 FT. 1 IN. 28 236 5 FT. 0 IN. 14 10 4 FT. 8 IN. 3 FT 7 IN. 29 236 5 FT. 6 IN. 14 10 5 FT. 2 IN. 4 FT. 1 IN. 3.1 282 6 FT 0 IN. 16 12 5 FT. 8 IN. 4 FT. 7 IN. 3.2 282 5 FT. 6 IN. 16 12 6 FT. 2 IN. 5 FT. 1 IN. 3.4 286 7 FT. 0 IN. IS 14 6 FT 8 IN. 5 FT. 7 IN. 3.5 306 . 6 IN. 18 14 IN. El .11N. 14 B FT. 6 IN. 20 16 B FT. 2 IN. 7 FT. 4.0 340 9 FT. 0 IN. 22 IS B FT. 8 IN. 7 FT. 4.1 360 9 FT 6 IN. 22 18 9 FT. 2 IN. 8 FT. 4.3 366 10 FT.0 IN. 24 20 9 FT. 8 IN. 8 FT. 4.4 366 CURB INLET-4 FT. OPNG. FOR DRIVE -OVER CURB & GUTTER (REINFORCEMENT) APPROVED: DETAIL CITY OF FORT COLLINS STORM WATER DATE: 11/25/02 UTILITIES CONSTRUCTION DETAILS D-HB Gus of Fort C.rh, DRAWN BY: NBJ 11.3. Bids by corporations must be executed in the corporate name by the president or a vice-president (or other appropriate officer accompanied by evidence of authority to sign) and the corporate seal shall be affixed and attested by the secretary or an assistant secretary. The corporate address and state of incorporation shall be shown below the corporate name. 11.4. Bids by partnerships must be executed in the partnership name and signed by a partner, his title must appear under his signature and the official address of the partnership must be shown below the signature. 11.5. Bids by joint venture shall be signed by each participant in the joint venture or by an authorized agent of each participant. The full name of each person or company interested in the Bid shall be listed on the Bid Form. 11.6. The Bid shall contain an acknowledgement of receipt of all Addenda (the numbers of which must be filled in on the Bid Form). 11.7. No alterations in Bids, or in the printed forms therefore, by erasures, interpolations, or otherwise will be acceptable unless each such alteration is signed or initialed by the Bidder; if initialed, OWNER may require the Bidder to identify any alteration so initialed. 11.8. The address and telephone number for communications regarding the Bid shall be shown. 12.0 BID PRICING. Bids must be priced as set forth in the Bid Schedule or Schedules. 13.0 SUBMISSION OF BIDS. 13.1. Bids shall be submitted at the time and place indicated in the Invitation to Bid and shall be enclosed in an opaque sealed envelope marked with the Project title, Bid No., and name and address of the Bidder and accompanied by the Bid Security, Bid Form, Bid Bond, Statement of Bidders Qualifications, and Schedule of Subcontractors as required in Section 00430. If the Bid is sent through the mail or other delivery system, the sealed envelope shall be enclosed in a separate envelope with the notation "BID ENCLOSED" on the face of it. 13.2. Bids shall be deposited at the designated location prior to the time and date for receipt of Bids indicated in the Invitation to Bid, or any extension thereof made by addendum. Bids received after the time and date for receipt of Bids will be returned unopened. Bidder shall assume full responsibility for timely delivery at the location designated for receipt of Bids. 12/03 Section 00100 Page 5 I FT.I - C 6 M THICK SIDEWALK CTYP.) 4 FT. 6 M 1 FT. B L 6 IN nix 2 FT. t4 BARS L12 IN. C. 8E 8.5 FLUSH WITH CURB FAC� /1 1/2 IN. R 2 IN. 6 IN. 3 IN. X 3 IN. X 3/8 PLATE A--i EXTEND WALK FT. BEYOND NORMAL FBACK T. CF WALX.� -6 IN. BARS �ATAT ll IN. C.C. 5 f5 BARS AT 9 IN C.C. I �2 05 BARS AT 6 [N C.C. B [ISEE CURB 0 \ DETAIL 'A' J WARPED CURB L GUTTER (TYP.) A- -I DETAIL "B" a - 6 M ) / 5 BAR 1 1J2 IN. PIPE SPACER AN OU 1 1/4 IN. LOCK NUT ` 1 DIA. X 24 I GALV. 13 STEELEEL ROD -THREADED 3 1/2 IN. AT TOP. 1 6 IN. 61K DETAIL "B" 1 FT. 8E 8.5 WITH 1 1/2 IN. DIA. HOLE IN CENTER - EXTEND CHANNEL TO OUTSIDE EDGE OF WALL -1 DETAIL "A" SEE DETAIL /4 BARS 6IN.5 BARS 8 1/2 IN. E /Fo 4 BARS-12 IN. O.C. BOTHWAYS SECTION A —A 'ER I DEPRESSED GUTTER I WARPED GUTTER TCP IF CURB ----- 2 IN -- --- ,a TERED FLOW LINE SECTION B-B (REINFORCEMENT NOT SHOWN) GENERAL NCTESI I I I 11 4 BARS 5 BARS 1. SIDEWALK SHALL BE 6 IN. THICK FIR 3 FT. IN 6 IN. at EITHER SIDE IF CULVERT. 2. TIP SLAB CF CULVERT SHALL BE SLOPE TC I T- ADD4 BARS DD 1 / 4 BARS MATCH SIDEWALK. SEE D-6. 14 1/2 IN 3. EXPCSED STEEL SHALL BE GALVANIZED IN i ACCORDANCE WITH AASHTC M-111, 4. KEY JOINTS WHERE WALLS CONNECT TC TCP SLAB AND BASE. t2 IN. D.C. 5. REINFORCEMENT IN WALLS AND BASE SHALL �oTMw BE 3 IN. FROM THE SIDE EXPCSED TC EARTH. SECTION C - C REINFORCEMENT IN TIP SLAB SHALL BE 1 1/2 IN CLEAR. CONCRETE SIDEWALK CULVERT FOR VERT. CURB, GUTTER AND SIDEWALK 6� CITY OF FORT COLLINS STORMWATER APPROVED' DETAIL UTILITIES CI�d /w1 CoBb/wl CoBb CONSTRUCTION DETAILS DATE: 12/19/00 D -12 DRAWN BY: NBJ 3 FT. I FT. I 4 C i [ 9 IN. 6 IN. THICK SIDEWALK L TYP.) 4 FT. 6 IN. - 1 FTC, p B (TYP.) L� R 17 IN 11 IN............ } d 14 IN 1 12 IN. I8C85 FLUSH - WITH CURB FACE 2 IN. I 4: T 1 6 IN. 2:1 i t n EXTEND WALK 1 FT. BEYEND NORMAL BACK CF WALK.---- _.[. r\ 3:L_....... 5 a5 BARS AT 9 IN. C.C. Jc 8.5 WITH 1 DIN HOLE IN IN CENTER — EXTEXTE EXTEND CHANNEL TO OUTSIDE EDGE OF WALL. - I11,2 k5 BARS AT 6 IN. C.L. tlIACSKCFCURB — IBw lo�j \E DETAIL 'A' J FLCWLINE WARPED CURB 4 4 FT. OPENING __�__FT. 6 IN 2 F7._ 0 IN. 11 FT. A--J DETAIL "B" 61N 11 1 1/2 IN R N4 BAR 1/4 IN. —I IN j 18 IN. LONG LEG i ....... .... -i i 7 8 IN.. F �{ ..� / 3 IN. X 3 IN. X 3/8 IN./, PLATE •, 6 IN. #5BAR w- 1 1/2 IN. PIPE SPACER AN6D 1 1/4 IN. LOCK NUT • 1 1/4 IN. DIA. X 24 IN. GALV. 1 IN, STEEL ROD - THREADED 3 1/2 IN AT TOP. .. 3,IN BARS 6 IN. WALL 1 SAN. D. 8 IN. If' 1 � DETAIL •B'• g4 BARS 16 IN. `#5 BARS 8 1/2 IN. % SLOPE...._..____ !_ 6 IN. f -#4 BARS-12 IN. O.C. BOTHWAYS SECTION A —A 3 FT; 6 IN _ «•� 4 FT 0 IN. 3 FT 6 IN WARPED GUTTER DEPRESSED GUTTER WARPED GUTTER �'.. -__-- TOP OF CURB Y _ — — I NORMAL 4.�_' " ALTERED FLOW LINE _ FLOW LINE SECTION B—B (REINFORCEMENT NOT SHOWN) 11 FT 0 IN. ...._ .... ._....__ .. ......_.._............«i DETAIL B ' , FT ......... ........ ..... GENERAL NETESI a 4 BARS p 5 BARS 1. SIDEWALK SHALL BE 6 IN. THICK FER 3 FT. EN 6 IN. EITHER SIDE EF CULVERT. 2. TEP SLAB CF CULVERT SHALL BE SLOPE TC ADD 1 N 4 BARS ADD 1 4 BARS MATCH SIDEWALK. SEE D-6, t41/2 IN. I• 3. EXPESED STEEL SHALL BE GALVANIZED IN •I ACCERDANCE WITH AASHTC M-111. -- 4. KEY JOINTS WHERE WALLS CONNECT TC TCP SLAB AND BASE. ->-p 4 BARS-12 IN. O.C. 5. REINFORCEMENT IN WALLS AND BASE SHALL BOTHWAYS BE 3 IN. FROM THE SIDE EXPESED TC EARTH. SECTION C—C REINFORCEMENT IN TCP SLAB SHALL BE 1 1/2 IN CLEAR. CONCRETE CULVERT FOR DRIVE -OVER CURB, GUTTER AND WALK CITY OF FORT COLLINS STORM WATER APPROVED: DETAIL iapeals UTILITIES CONSTRUCTION DETAILS DATE: 12/20/00 D-13 DRAWN BY: NBJ L .J PLAN VIEW 35 3/4 IN. 28 1 4 IN. 6 IN. 23 3/4 IN. 16 1 4 IN. / it 40. 12 GRATE AND FRAME BY MaCLEAR OR APPROVED EQUAL iQ IN. MIN. �i INLET GRATES a IN. CIR. O.F. 2 IN. CIR LF.. O 12 IN. CREiE ,�I BA� PIPE O.D. ar, Z ° ,er_ O 3 IN. CIR. O.F. 2 IN. CIR LF. /4 I FTNLLOEWT LINECONDUOF CTRS (TYPJ 12 Ml. � . � L.AP CRETE PIPE µ CTRS. (IYPJ WIE--ZJNCOUND I �D T PIPES/T .. ,1I 1 L SLOPE FOR .` DRAINAGE 12 IN. MAXSTEP 3 l y, SPACING \ " L 4 14 } o t2 IN. CTRS. 6 IN. TYPICAL WALLS AND FLOOR SECTION A —A SECTION B—B GENERAL NOTES: 1. AREA INLETS MAY BE USED FOR DRAINAGEWAY OTHER THAN STREETS. (EXAMPLE, PARKING LOTS, MEDIANDS, SUMP BASINS) AREA INLET CITY OF FORT COLLINS STORMWATER APPROVED: DETAIL a4 a w.L car. UTILITIES CONSTRUCTION DETAILS DATE: 12/8/00 D - 9 A DRAWN BY: NBJ 10 2• T a i 24" TRANS. 240 0 —+ 6" —SEE NOTE 3 GROUT 4" N N n n < 3'-3" RAIL — EMBED EQUAL LENGTH /N BOTH WALLS 14 ® 12" OC-�,- M NO FLANGE A if 5" FEE PLANS s' I- 23 1/4' SEE NOT£ 5 22 3/8" NOTES: 1 11/16" TYP. 2" 5" r. ALL rnr L3 #AM 11DLL. Dr CVAMWW WW AN AAWrAW aW NOA: --1 (--1 3/4' TYP I F a A_r OWW MW Ann MrrraMM M#Wr J75W - aarc aAn AW n r f nea m MW AAV Darr n AW MAM rear t AFWKn « e x MrWV AGMOMCM NM SMWALK MVnVW A MMMN Or Lr' RMW M DNLMYA' IS M K /L4CML6 W M A[IMOMC WV NM DIQY WALL Or MW W" CM ACME 20 1/2" -^ i K ALL M . "U K Mrrr OW X A" CO LUM MM WW AVIAOMM fg" 28 1/2- x N W AM AAr M Ar Arwrut MM W SAt.00 LDIDLN .re• I ' 4. —38 t/z" —I 8" I 30" 1 8-1— NOTE: 1. TOTAL OPEN AREA IS 336 SQUARE INCHES. Alley Border R.O.W. (TYP.) Drive -Over or Vertical Curb & Gutter 10'x10 SIGHT AREA Construction Joint Curb 0" Curb [AREA 1� � a8" LL minimum thick 112 U05pconcrete i `Walk Walk 0" Curb N1,:i Truncated Dome Parkway N 6" Curb Warning Detection Parkway Vertical 6" Curb � 6" Curb Truncated Dome STREET Warning Detection 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-Lj Concrete \ �+ Alley Drainage Inlet or Other Drainage Collection R.O.W. System shall be designed (TYP.) for 2 year storm minimum. 1 o'x10' ✓ ��. 1 01x10' SIGHT ,v / SIGHT AREA ✓ / AREA a�LL 8" minimum thick �� Walk 1'2 Walk °' vo concrete " '� 0" Curb Parkway �I� 0" Curb Parkway 6" Curb FE6" Curb Truncated Dome See Tables 8-1 & Warning Detection 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. K� ALLEY INTERSECTIONS LARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAPING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/01/07 803 Depress ring 1/4' to 5/8" below adjacent finished street grade Cover Final asphalt lift, overlay or grade adjustment Existing base course Support with Steel Shims and pack with 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 Gap, and 100 Ibs of sand conforming 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 finished 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 URBAN AREA DRAWINGS STREET STANDARDS DATE: 08/07/00 1201 Detached Sidewalk Driveway Sidewalk Attached Sidewalk T.C. 6'-l7 F Min. F.L. LIP 8' Commercial 6' Residential 1/2' Expansion Joint Material 1 /2' Expansion Joint Material DETACHED ATTACHED 6' SIDEWALK °e ✓;DRIVEWAY . _ SIDEWALK-» `� R # p SECTION A —A All Sidewalk Thickness Shall Be 6' minimum. NOTE: 1. Sidewalk grade shall remain consistent across driveway 2. For driveway design requirements, see CONST. DWG. 706 6 707. 3. This detail applies to Residential & Commercial driveways. STANDARD SIDEWALK IARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/01/07 1601 a 4 Slope sidewalk to curb 14' per foot. NOTE: Construct sidewalk with joints at 10' intervals A ^° " and aligned with scoring on curb. a ' ATTACHED SIDEWALK DETAIL r Landscaping Slope: Minumum +/ft Maximum 3'/Tt Slope sidewalk to curb 1/4" per for a a DETACHED SIDEWALK DETAIL 1/4 SLAB THICKNLSS � G WEAKENED PLANE JOINT 2' min. 112' Expansion Joint material V � � k � INSTALL IN LOCATIONS SPECIFIED IN CHAPTER 22 EXPANSION JOINT SIDEWALK DETAIL LARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/01/07 1602 o .� 2 (Radius varies) J \ 0 Curb to retain Transition 0 ground behind the back of walk m Truncated Dome walk, if needed. \(typ.) Warning Detection Walk Curb Gutter Wood float \r finish thn. as eP ramp Broom finish Curb (optional) CORNER LOCATION Only if needed Wood float finish thru ramp A Transition back of walk (typ.) Walk 1.12IL 1:12 Broom finish i��i3pe Broom finish Curb (max) (max.) Gutter A 6' I 5' I 6 Truncated Dome z (min.) T T (min.) Warning Detection MID -BLOCK LOCATION J at the corners of the 3 truncated dome warning 0 1 2'-0' 6" cYi truncated dome warning m detection c '— 1:25•slope (max.) o _zo ie .E 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 waming.) 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 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/01/07 1603 ARTERIAL 0 `O E ROW Line 9� 's ARTERIAL / COLLECTOR 2 J Q Ir R=6' W c Q ` i 9� 's J Q ROW Line 10' 6' w 10' 5' (min.) Q 16' 15' ARTERIAL / ARTERIAL ARTERIAL / COLLECTOR For Corner Radius > 35' DETACHED WALK / INTERSECTION DETAIL LARIMER COUNTY CONSTRUCTION REVISION NO: DRAWING URBAN AREA DRAWINGSSTREET STANDARDS DATE: 08/07/00 1604 131 I c-113"ung, f ifvl:f n ADDENDUM No. 1 Concrete Street Maintenance Project SPECIFICATIONS AND CONTRACT DOCUMENTS Description of Bid: 6034 Concrete Street Maintenance Project OPENING DATE: 3:00 P.M. (Our Clock) February 26, 2007. To all prospective bidders under the specifications and contract documents described above, the following changes are hereby made. 1. This is a one year agreement but, at the option of the City, the Agreement may be extended for additional one year periods not to exceed two (2) additional one year periods. Pricing changes shall be negotiated by and agreed to by both parties and may use the Denver - Boulder CPI-U as published by the Colorado State Planning and Budget Office as a guide. Written notice of renewal shall be provided to the Service Provider and mailed no later than 90 days prior to contract end. 2. The following sentence is added to page 1 of 32 of the Project Specifications, Revision of Section 104, Traffic and Parking Control: "The contractor shall maintain two-way traffic on Mountain Avenue at all times." 3. The following sentence is added to page 22 of 32 of the Project Specifications, Revision of Sections 608 and 609, Sidewalks, Curb & Gutter, Drive Approaches, Aprons, Crosspans, and Concrete Pavement: Construction Requirements "Once a section of Mountain Avenue is closed for repair, the concrete shall be removed, replaced and reopened to traffic within five calendar days. For special circumstances, the Contractor may submit written requests for exceptions to this requirement to the Engineer for approval prior to demolition." 4. For clarification, dowels/chair assemblies are not required at contraction joints. The first sentence of the fifth paragraph on page 23 of 32 of the Project Specifications, Revision of Sections 608 and 609, Sidewalks, Curb & Gutter, Drive Approaches, Aprons, Crosspans, and Concrete Pavement shall be removed and replaced with the following: "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." Pre Bid Attendees List Attached Please contact John D. Stephen, CPPO, CPPB, Senior Buyer at (970) 221-6777 with any questions regarding this addendum. RECEIPT OF THIS ADDENDUM MUST BE ACKNOWLEDGED BY A WRITTEN STATEMENT ENCLOSED WITH THE BID/QUOTE STATING THAT THIS ADDENDUM HAS BEEN RECEIVED. 215 North Mason Street • 2"" Floor • P.O. Box 580 • Fort Collins, CO 80522-0580 • (970) 221-6775 • Fax (970) 221-6707 www.fcaov.com 13.3. Oral, telephonic, telegraphic, or facsimile Bids are invalid and will not receive consideration. 13.4. No Bidder may submit more than one Bid. Multiple Bids under different names will not be accepted from one firm or association. 14.0 MODIFICATION AND WITHDRAWAL OF BIDS. 14.1. Bids may be modified or withdrawn by an appropriate document duly executed (in a manner that a Bid must be executed) and delivered to the place where Bids are to be submitted at any time prior to the opening of Bids. 14.2. Bids may also be modified or withdrawn in person by the Bidder or an authorized representative provided he can prove his identity and authority at any time prior to the opening of Bids. 14.3. Withdrawn Bids may be resubmitted up to the time designated for the receipt of Bids provided that they are then fully in conformance with these Instructions to Bidders. 15.0 OPENINGS OF BIDS. Bids will be opened and (unless obviously non -responsive) read aloud publicly as indicated in the Invitation to Bid. An abstract of the amounts of the Base Bids and major alternates (if any) will be made available after the opening of Bids. 16.0 BIDS TO REMAIN OPEN SUBJECT TO ACCEPTANCE. All Bids shall remain open for forty-five (45) days after the day of the Bid Opening, but OWNER may, in his sole discretion, release any Bid and return the Bid Security prior to that date. 17.0 AWARD OF CONTRACT. 17.1. OWNER reserves the right to reject any and all Bids, to waive any and all informalities not involving price, time or changes in the Work, to negotiate contract terms with the Successful Bidder, and the right to disregard all nonconforming, nonresponsive, unbalanced or conditional Bids. Also, OWNER reserves the right to reject the Bid of any Bidder if OWNER believes that it would not be in the best interest of the Project to make an award to that Bidder, whether because the Bid is not responsive or the Bidder is unqualified or of doubtful financial ability or fails to meet any other pertinent standard or criteria established by OWNER. Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favor of the correct sum. 17.2. In evaluating Bids, OWNER will consider the qualifications of the Bidders, whether or not the Bids comply with the prescribed requirements, and such alternates, unit prices and other data, as may be requested in 12/03 Section 00100 Page 6 Note: Use of this detail requires special approval in Fort Collins by the Local Entity Engineer. DETACHED WALK / INTERSECTION DETAIL LARIUER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/O1/07 1605 1.5' TRANSITION 0.5' TYP.\ i.5' TRANSITION A - w w w si 6 F3`G G / ,y y w w z' iA3�C6�t3'J CUitB W W w X V• W v' �• ,� /Flared Option w w w K W X V w W X Truncated Dome w W w Warning Detection w `✓FLARE OPTION w w m Re W W w A ".n Truncated Dome 4' MIN. °,€c Warning Detection 1' tL Max 6' CURB O' WRB t' R u M OPTION z' RB t-6' or as specified 1: ( dope rnOK) FL 1:12 E AX. M47 OtyU a. k STANDARD GRAY CON ,s`1 ,A, 6' 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) LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/01/07 1606 FORT COLLINS ONLY E Z m 0 liemapig '"03 S F 'Z O rn N io c E C C¢ d m @ E j C 3 E L N t0 'O E U �3 Q O a, o c ZJ a A N C c A m J 1— a II MtlIi 1 N ¢ O O C Qf Y [O C V¢ 1 ti C.i N f JI C� S 11 O O r N O N¢ O V M L < d O Lo RESIDENTIAL LOCAL STREET ACCESS RAMPS LARIMER COUNTY CONSTRUCTION REVISION NO: DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/01/07 1 6 0 6(a FORT COLLINS ONLY 29E_ OLD CIao[O m O N LL N cl U U i h O O,:I czcr N+ N + ` N } N + N x a �_ � Varies m + � + � + 7� Yt `v 7 I I (L (V N N N N E E ` c I too G m u) C G b C OI > K= A t w I m I CY) m R �fJ u> � W .-'fad Ri � o R N � U LL � U d m in a5 o � do m n o E co� —o o o E d la 'o � d h 21 w y 3 c� E T O o 0 � a3i mo. Ea o o n (n yt O C O N Y -e ry • rv� erf� \\ \\\coE. .L... U .O C y 'f0 O l3O j N (Oail S • 'hN J; F\\\ \`\ LL 0 n C,� 4 Varies —0—'',0 z E 0- CV ` `o E n CD ccV m C LL U C N U a> Q a I o Q Lo X Of N Y �..• N � D rt: C C/J y J V1cl p c !_ N O. � NW @ n ' 0 aP'a,T VMP-NIV ¢ ^. a 1 1 0 v. 1 C O a � 5 r/J O 1 CJ E.� cv O CL 0 C Q Varies "'HMOij iagnq pue qmo 1 1 4J U O CD�Q m LL a N U C m C) OO CD Q TRUNCATED DOME WARNING FOR ACCESS RAMPS LARIMER COUNTY CONSTRUCTION REVISION NO: DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/01/07 1607 7 4' Min. Flat Rest Area 4' Min. 1:12 MAX 1:7_2�x Show street surface i. SECTION A —A Minimum area of nose island 50 ft2 Truncated Dome Warning Detection Qyp•) A Min. A rt�ffi Has o aFp �¢a 0 _ ,jai ilk g Stop Bar at Min. traffic signals Sidewalk width shall conform to width requirements for the street classification NOTES: 1. No storm water shall drain through pedestrian refuge. 2. Pedestrian refuge area shall be in line with cross walks. 3. Crosswalk to line up with ramp & Refuge Area. MEDIAN ISLANDS & PEDESTRIAN REFUGE AREA I ARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAPING URBAN AREA DRAWINGSSTREET STANDARDS DATE: 04/01/07 1608 4'-0' (Min. Width) Sidewalk Addition 1. 4• •'•' •.. '.. <.•. 2" Existing Sidewalk 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 1/8' R. r :'I _ (O 0 :: II TOOL JOINT FOR WALKS NOTES: 1. Joint shall be cut 1 /4 thickness of initial concrete; tool joint for walks. SIDEWALK WIDENING DETAILS LARIMER COUNTY CONSTRUCTION REVISION NO: DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 08/07/00 2501 STATIONING SHALL BE STAMPED AT 500' INTERVALS ON EACH OUTSIDE MANURE SHOUIM AS SHOWN m¢y�, _ o GENERAL NOTES 1. THIS STANDARD Fur DOES NOT APPLY TO THIN CONCRETE OAMAYS (rmITErOPnRc). 11 2. LOCATE © JOINT AT A © JOINT OR A MINIMUM OF 2 FT. FROM A © JOINT. 11 J. THIS JOINT LAYOUT SHALL BE USED AS A STANDARD FOR ME JOINT LAYOUT FOR THE PROJECT. IF THE CONTRACTOR PROPOSES VARIATIONS FROM THIS STANDARD OR THE PROJECT HAS UNUSUAL OR MEG" CONDITIONS NOT COVERED HEREIN, ME CONTRACTOR SHALL PREPARE A PAVEMENT JOINT LAYOUT FOR APPROVAL BY ME ENGINEER. SLABS 14 fr. IN MOTH SHALL BE CONSTRUCTED ONLY WHERE NOR NUMERALS DESIGNATED ON THE PLANS. 4. WHEN A CONTINUOUS WIDTH OF PAVEMENT IS POURED WOO THAN 40 Fr., THE JOINT NEAREST ME CENIERIINL SHPL BE AN UNTIED Nt JOINT. 5. ON t E DIVIDED HIGHWAYS, ME 2 LANE DIRECTIONAL PAVEMENT AND DOM SHOULDERS SHALL BE PLACED WITX ELONGITUDINAL SAWED CONTRACTION JOINTS. 6. ON VARIABLE WIDTH SUBS. ME 2 n. OR 4 FI. END OF SLAB WIDTH DIMENSION MY VARY ift INCHES. 7. (Ll TO BE USED WHEN MAITIC LANE IS AIDED SEPARATELY OR FOR TAPERS OR SPEED CHNNGE LANES. ALTERNATIVE LL ITUONAL JOINT LOCATIONS AT STEED CHANGE LANE MAY BE USED F APPROVED. ' TYPICAL JOINT LAYOUT FOR DIRECTION OF TRAVEL CONCRETE ROADWAY WITH CONCRETE SHOULDER JOINT LEGEND (SEE SHEET 5 FOR JONi DETAILS) me Is 1,42 sNDLUU R A A TRANSVERSE CONTRACTION c Hom?LoxGMUDINA caNstRucTwR HCRIZ. 4'ACHESin /J _ TRAFFICSu T/RncA i/RTICA- SKEW GTION� CONMACOigNRSE FROA EDGE �S fLOW LONGINOxA1CONSTRUCOMNIO SlDOWELSEC12SKI' T IS PAVEMENT THICKNESS FROM PLANSL E CONLIRACI ONIDNALc SHOULDER PLAN VIEW SECTION A —A SECTION A —A »»»»»�Qr �•»»»� CaNsMucnaN SHOWING HORIZ., HOR12. TRANSLATION, SHOWING VERTICAL TOLERANCE SHOWING VERTICAL SKEW TOLERANCE DOWEL BAR DETAIL AND HCRIZ. SKEW TOLERANCES 7' FOR j�('r JOINT WITH 14 FT AND 12 FT _ ILLUSTRATING LAN c DETAILS I ST ATIN DOWEL P AF` M NT TO F eu c TIE (p>sg /RAAP AND SPEED CHNNGE SEE SUBSECTION 112.13(E)2 FOR ALLOWED TOLERANCE VALUES. 30' CT LANE DIMENSIONING FOR FONTS ONLY. SEE PUNS E FOR SIPoPING LOCATIONS. ALTEF DIMET SHOILI E 11' OR 12' OR SHOULE TRATNE VSHONS (SEE NOTE 3) I SHOULDER i L11 ' ' II. IIIIVIIIIVAIV HI Ia I:oL 1c1a1Ma1vna I Colorado Department of Transportation CONCRETE STANDARD PLAN NO. Creation Cate: 07/04/06 Initiols: SJR Date Comments 4201 Eost Arkoneae Avenue FullLosothMoc: ww.d Date: 07/O1/De initials: LTA ® Denver, Cdor(303) 7o 80222 _9083 PAVEMENT JOINTS M-412-1 Full Potty: www.dot,stote.co.us/DesignSupport/ e412010.us/Deli n5upport/ ® p. To.: (303) 3757-9820 3 Drawing File Nome: Q20I0105 """^"�°'"'� CAD ve..: ukrostotNm ve scae: Not to scae Units: FII .� Project Development Branch SRJATA Issued By. Project Development Branch an July 04. 2006 Sheet No. 1 of 5 GENERAL NOTES 1. THIS STANDARD Fur DOES NOT APPLY TO THIN CONCRETE OAMAYS (rmITErOPnRc). 11 2. LOCATE © JOINT AT A © JOINT OR A MINIMUM OF 2 FT. FROM A © JOINT. 11 J. THIS JOINT LAYOUT SHALL BE USED AS A STANDARD FOR ME JOINT LAYOUT FOR THE PROJECT. IF THE CONTRACTOR PROPOSES VARIATIONS FROM THIS STANDARD OR THE PROJECT HAS UNUSUAL OR MEG" CONDITIONS NOT COVERED HEREIN, ME CONTRACTOR SHALL PREPARE A PAVEMENT JOINT LAYOUT FOR APPROVAL BY ME ENGINEER. SLABS 14 fr. IN MOTH SHALL BE CONSTRUCTED ONLY WHERE NOR NUMERALS DESIGNATED ON THE PLANS. 4. WHEN A CONTINUOUS WIDTH OF PAVEMENT IS POURED WOO THAN 40 Fr., THE JOINT NEAREST ME CENIERIINL SHPL BE AN UNTIED Nt JOINT. 5. ON t E DIVIDED HIGHWAYS, ME 2 LANE DIRECTIONAL PAVEMENT AND DOM SHOULDERS SHALL BE PLACED WITX ELONGITUDINAL SAWED CONTRACTION JOINTS. 6. ON VARIABLE WIDTH SUBS. ME 2 n. OR 4 FI. END OF SLAB WIDTH DIMENSION MY VARY ift INCHES. 7. (Ll TO BE USED WHEN MAITIC LANE IS AIDED SEPARATELY OR FOR TAPERS OR SPEED CHNNGE LANES. ALTERNATIVE LL ITUONAL JOINT LOCATIONS AT STEED CHANGE LANE MAY BE USED F APPROVED. ' TYPICAL JOINT LAYOUT FOR DIRECTION OF TRAVEL CONCRETE ROADWAY WITH CONCRETE SHOULDER JOINT LEGEND (SEE SHEET 5 FOR JONi DETAILS) me Is 1,42 sNDLUU R A A TRANSVERSE CONTRACTION c Hom?LoxGMUDINA caNstRucTwR HCRIZ. 4'ACHESin /J _ TRAFFICSu T/RncA i/RTICA- SKEW GTION� CONMACOigNRSE FROA EDGE �S fLOW LONGINOxA1CONSTRUCOMNIO SlDOWELSEC12SKI' T IS PAVEMENT THICKNESS FROM PLANSL E CONLIRACI ONIDNALc SHOULDER PLAN VIEW SECTION A —A SECTION A —A »»»»»�Qr �•»»»� CaNsMucnaN SHOWING HORIZ., HOR12. TRANSLATION, SHOWING VERTICAL TOLERANCE SHOWING VERTICAL SKEW TOLERANCE DOWEL BAR DETAIL AND HCRIZ. SKEW TOLERANCES 7' FOR j�('r JOINT WITH 14 FT AND 12 FT _ ILLUSTRATING LAN c DETAILS I ST ATIN DOWEL P AF` M NT TO F eu c TIE (p>sg /RAAP AND SPEED CHNNGE SEE SUBSECTION 112.13(E)2 FOR ALLOWED TOLERANCE VALUES. 30' CT LANE DIMENSIONING FOR FONTS ONLY. SEE PUNS E FOR SIPoPING LOCATIONS. ALTEF DIMET SHOILI E 11' OR 12' OR SHOULE TRATNE VSHONS (SEE NOTE 3) I SHOULDER i L11 ' ' II. IIIIVIIIIVAIV HI Ia I:oL 1c1a1Ma1vna I Colorado Department of Transportation CONCRETE STANDARD PLAN NO. Creation Cate: 07/04/06 Initiols: SJR Date Comments 4201 Eost Arkoneae Avenue FullLosothMoc: ww.d Date: 07/O1/De initials: LTA ® Denver, Cdor(303) 7o 80222 _9083 PAVEMENT JOINTS M-412-1 Full Potty: www.dot,stote.co.us/DesignSupport/ e412010.us/Deli n5upport/ ® p. To.: (303) 3757-9820 3 Drawing File Nome: Q20I0105 """^"�°'"'� CAD ve..: ukrostotNm ve scae: Not to scae Units: FII .� Project Development Branch SRJATA Issued By. Project Development Branch an July 04. 2006 Sheet No. 1 of 5 ' TYPICAL JOINT LAYOUT FOR DIRECTION OF TRAVEL CONCRETE ROADWAY WITH CONCRETE SHOULDER JOINT LEGEND (SEE SHEET 5 FOR JONi DETAILS) me Is 1,42 sNDLUU R A A TRANSVERSE CONTRACTION c Hom?LoxGMUDINA caNstRucTwR HCRIZ. 4'ACHESin /J _ TRAFFICSu T/RncA i/RTICA- SKEW GTION� CONMACOigNRSE FROA EDGE �S fLOW LONGINOxA1CONSTRUCOMNIO SlDOWELSEC12SKI' T IS PAVEMENT THICKNESS FROM PLANSL E CONLIRACI ONIDNALc SHOULDER PLAN VIEW SECTION A —A SECTION A —A »»»»»�Qr �•»»»� CaNsMucnaN SHOWING HORIZ., HOR12. TRANSLATION, SHOWING VERTICAL TOLERANCE SHOWING VERTICAL SKEW TOLERANCE DOWEL BAR DETAIL AND HCRIZ. SKEW TOLERANCES 7' FOR j�('r JOINT WITH 14 FT AND 12 FT _ ILLUSTRATING LAN c DETAILS I ST ATIN DOWEL P AF` M NT TO F eu c TIE (p>sg /RAAP AND SPEED CHNNGE SEE SUBSECTION 112.13(E)2 FOR ALLOWED TOLERANCE VALUES. 30' CT LANE DIMENSIONING FOR FONTS ONLY. SEE PUNS E FOR SIPoPING LOCATIONS. ALTEF DIMET SHOILI E 11' OR 12' OR SHOULE TRATNE VSHONS (SEE NOTE 3) I SHOULDER i L11 ' ' II. IIIIVIIIIVAIV HI Ia I:oL 1c1a1Ma1vna I Colorado Department of Transportation CONCRETE STANDARD PLAN NO. Creation Cate: 07/04/06 Initiols: SJR Date Comments 4201 Eost Arkoneae Avenue FullLosothMoc: ww.d Date: 07/O1/De initials: LTA ® Denver, Cdor(303) 7o 80222 _9083 PAVEMENT JOINTS M-412-1 Full Potty: www.dot,stote.co.us/DesignSupport/ e412010.us/Deli n5upport/ ® p. To.: (303) 3757-9820 3 Drawing File Nome: Q20I0105 """^"�°'"'� CAD ve..: ukrostotNm ve scae: Not to scae Units: FII .� Project Development Branch SRJATA Issued By. Project Development Branch an July 04. 2006 Sheet No. 1 of 5 ALTEF DIMET SHOILI E 11' OR 12' OR SHOULE TRATNE VSHONS (SEE NOTE 3) I SHOULDER i L11 ' ' II. IIIIVIIIIVAIV HI Ia I:oL 1c1a1Ma1vna I Colorado Department of Transportation CONCRETE STANDARD PLAN NO. Creation Cate: 07/04/06 Initiols: SJR Date Comments 4201 Eost Arkoneae Avenue FullLosothMoc: ww.d Date: 07/O1/De initials: LTA ® Denver, Cdor(303) 7o 80222 _9083 PAVEMENT JOINTS M-412-1 Full Potty: www.dot,stote.co.us/DesignSupport/ e412010.us/Deli n5upport/ ® p. To.: (303) 3757-9820 3 Drawing File Nome: Q20I0105 """^"�°'"'� CAD ve..: ukrostotNm ve scae: Not to scae Units: FII .� Project Development Branch SRJATA Issued By. Project Development Branch an July 04. 2006 Sheet No. 1 of 5 JOINT LEGEND (SEE SHEET 5 FOR JOINT DETAILS) TRANSVERSE CONTRACTION LONGINONAL CONSTRUCTION COWRLACDDt�I SVERSE LONGITUDINAL CONSTRUCTION L E CONT ACTION . ON � ALTERNATIVE OMENSIONS (SEE NOTE 3) 1 SHOULDER 14' OR 12' 12' 2' L.am user me InrormaElon I Creation Date: 07/04/06 Initials: SR I DneeE nevtsions Dale: I Colorado Department of Transportation CONCRETE STANDARD PLAN NO. ® Comments {201 East Arkansas Avenue Modification Dale: 07/01/06 Initials: LTA ® I Denver. Colorado 80222 Phone: (303) 757-9083 PAVEMENT JOINTS M-412-1 Full Path: www.Eot.slate.co.as/Desi nSa art/ Drawing FRe Name: 412010205.dw CAD vv.: warostation v8 Scale Net to Scde Unite: EaagiN, ......., P..,.,....- Fax: (303) 757-9820 Project Development Branch SRJ/LTA Sheet No. 2 of 5 Issued By. Project Development Branch on July 04. 20% JOINT LEGEND (SEE SHEET 5 FOR JOINT DETAILS) A EXPANSION C TRANSVERSE CONTRACTION CONSTRUCT" DOWELED TRANSVERSE CONTRACTION LONGITUDI AL L`l CONa ACTION LONGITUDINAL CONSTRUCTION T TRANSVERSE CONSTRUCTION J N()TFc I. LONGITUDINAL JOINTS SHALL BE PLACED ADJACENT TO LANE MARKINGS WHEN POSSIBLE, AND HAVE A MAXIMUM SPACING OF 12 FT-6 IN. (15 Fr. IS PERMITTED WITH MONOLITHIC CURB AND GUTTER). 2. CONSTRUCT TRANSVERSE JOINTS FERPEUBICIIUA TO THE CENTEBUNE OF PAVEMENT AND EXTEND THROUGH THE CURB OR CURB AND GUTTER. #3. PUCE % IN. MIN. EXPANSION JOINT FILLER IN TOP 6 IN, OF CURB JOINT AT INTERSECTION RETURN RADIUS POINTS, 4. ME CONTRACTOR SHALL, UNLESS OTHERWISE SHOWN ON THE PLANS, SELECT AND USE A BOND BREAKER AT INLETS, MANHOLES AND SIMILAR SIZE STRUCTURES. SMALLER STRUCTURES SUCH AS VALVE AND MOMNENT BOXES SHALL NOT REWIRE A BOND BREAKER. 5. WHERE A LONGITUDINAL JOINT PASSES LESS MAN I FT. FROM A CAST -IN -PAVEMENT MANHOLE OR SIMILAR SIZE STRUCTURE, A TYPICAL 2 FT. RADIAL JOINT, AS SHOWN IN ME DETAILS, SHALL BE USED. 6. TRANSVERSE JOINTS SMALL OMER INTERSECT THE CENTER OF CIRCULAR MANHOLES AND INLETS OR BE AT LEAST 4 R. AWAY FROM ME EDGE OF CIRCULAR "HOES. ALE CURB INLET BOXCUT DETAIL ON SHEET S. # PERMISSIBLE ALTERNATIVE I T JOINTS NM OR SMNL RAM < I6' JOINT 6 NOT REQUIRED IF CURB AND WHOLE GUTTER IS POURED MO NOUTHICALLY WIN ADJACENT LANE. 8' MINIMUM 12' MAX.. CONC. 6' TRICK OR LESS 2' ! 6' TYP. 15' MAX.. CONC. OVER 6' THICK A # # A A I I SHOWS SHOWS CURB T / INLET OR MANHOE 1 CURB AND a OILIER INTEGRAL # (SEE D (SEE DETAIL ON # D CURB # E ^� SHEET 5) # # WIN. r— # # MAX. E DC DC _ _ _ _ E 0 E t(SEE # # CURB INLET # C D DC BOXOUT 2, f 6. L LIn ON # # HEET 5) # Y INTEGRAL # JOEXPANSOINT NLLLR # 2' ■ 8'M. E ROUNDING OF ANGLE BY CURB INLET OR FORMING OR SIAFORM PAVING MANHOLE # PERMISSIBLE. MAY BE ALIGNED WIN A FRONT OR BACK OF CURB, HMA PAVEMENT HMA PAVEMENT TYPICAL CURBED PAVEMENT JOINT LAYOUT Computer File Information � Sheet Revisions Colorado Department of Transportation 4201 East Arkansas Avenue Denver caaroao B/222 Phone: Colo) ]5]80222 a,,,,,,, ,,,,,,,,,,,,,.,�, Fas: (30]) ]5]-9820 Project Development Branch SRJATA CONCRETE PAVEMENT JOINTS STANDARD PLAN NO. Creation Dote: 07/04/06 Initials: SR Date: Comments Dote: m/DAL/Oe Initials:prtLTA Lose ModPath: M-412-j M Full ww www.d s41201o.as/Desi n5u port Drawing Drawin File Nome: N2010305.aw8 Name: CAD Ver.: MiaoStatian VB Scde: Not to Scale Units: Ennoi* Issued By. Project Development Branch on July 04, 2006 Sheet No. 3 of 5 _ JOINT LEGEND (SEE SHEET 5 FOR JOINT DETAILS) NOTES 1, LONUTUINAL JOINTS SHILL BE PLACED ADJACENT TO LANE MARNNGS WHEN POSSIBLE, AND HAVE MAXIMUM SPACING OF 12 FT.-6 IN. (15 Fr. IS PERMITTED WITH MOH(XJTHC CURB AND GUTTER). a EXPANSION 2. CONSTRUCT TRANSVERSE JOINTS PERPENDICULAR TO THE CENTERuNE OF PAVEMENT AND EXTEND THROUGH THE CURB OR TRANSVERSE CURB AND CUTTER. C CONTRACTION # 3. PUCE % N. MIN. EXPANSION JOINT FINER IN TOP 6 N. OF CURB JOINT AT INTERSECTION RETURN RADIUS POINTS. LONGITUDINAL CONSTRUCTION 4. THE CONTRACTOR SHALL, UNLESS OTHERWISE SHOWN ON ME PLANS. SELECT AND USE A BOND BREAKER AT NUTS. MANHOLES AND SIMILAR SIZE STRUCTURES. SMALLER STRUCTURES SUCH AS VALVE AND MONUMENT BOXES DOWELED TRANSVERSE DO NOT REOURE A BOND BREMER. CONTRACTION 5. WHERE A LONGITUDINAL JOINT WOULD PASS LESS THAN I R. FROM A CAST-N-PAVEMENT MANHOLE OR SWIAR SIZE I NGInDINAL STRUCTURE, A TYPIGL 2 FT. RADIAL "7. AS SHOWN N THE DETAILS. SHALL BE USED, CONTRACTI N 6. TRANSVERSE JOINTS SHALL EITHER INTERSECT THE CENTER OF CIRCULAR MAMIOLES MID WETS OR BE AT LEAST LONGITUDINAL 4 FT. AWAY FROM THE EDGE OF CIRCULAR MANHOLES. SEE CURB INLET BOXCUT DETAIL ON SHEET 5. L ca+sruucnal # # T iRAR5VER5E ca+sTRucrwN A # # D OR Q SHOWS SHOULDER a L c # DC c D # 2' 12' T C # # AN EXTRA JOINT SHALL BE PULED HERE WHENOCAT THERE D SHOW EI R JIM LOCATED AT A 6 MORE THAN AAN EXTRA JOINT SHALL BE ACED HERE (RP.), WHEN MORE C GARB BREAK �T2�ff. THE PREVIOUS JOINT 6 MORE THAN A 12 F. GAP BETWEEN A JOINT LOCATED AT C # # # it CURB BREW PORT SHOULDER A CURB BREAK POINT AND ME PREMOU5 JOINT I CURB BREAK POINT # 12'111 2' L DC L SI O DER # # C # # # # E%PARSMN MATERIAL AT C SHOWS C BREAK IN CURB AJJCMIMIDINT (TYP.) CURB AHD GUTTER D OR OE MULTI —LANE HIM PAVEMENT INTERSECTION WITH SPEED CHANGE LANE AND CONCRETE SHOULDERS Computer Fee Information ® Sheet Revisions Colorado Department of Transportation Eost Arkansas Avenue CONCRETE CONCRETE STANDARD PLAN NO. Ini Creation Date: 07 04 06 tials: SJR Dote: Comments Last Modification Dote: 07/04/06 Initials: LTA Denver, Colorado 80222 ��� Phone 303 757-9083 ( ) PAVEMENT JOINTS M-412-1 Full Deei nsM on pp , Path: www.me: � ��..�,,.��,^ Fax: (303) 757-9820 Project Development Branch SRJATA Drawing 412010 0 Drawing File home: a1010a05.aw CAD V>.: Miaostation V6 Scae Not to Srae Unn.. Enp1.h Issued By. Project Development Branch on July 04, 2W6 Sheet No. 4 of 5 the Bid Form or prior to the Notice of Award. 17.3. OWNER may consider the qualification and experience of Subcontractors, Suppliers, and other persons and organizations proposed for those portions of the work as to which the identity of Subcontractors, Suppliers, and other persons and organizations is submitted as requested by OWNER. OWNER also may consider the operating costs, maintenance requirements, performance data and guarantees of major items of materials and equipment proposed for incorporation in the Work when such data is required to be submitted prior to the Notice of Award. 17.4. OWNER may conduct such investigations as OWNER deems necessary to assist in the evaluation of any Bid and to establish the responsibility, qualifications and financial ability of the Bidder's proposed Subcontractors, Suppliers and other persons and organizations to do the Work in accordance with the Contract Documents to OWNER's satisfaction within the prescribed time. 17.5. If the Contract is to be awarded, it will be awarded to the lowest responsive and responsible Bidder whose evaluation by OWNER indicates to OWNER that the award will be in the best interest of the OWNER. Award shall be made on the evaluated lowest base bid excluding alternates. The basis for award shall be the lowest Bid total for the Schedule or, in the case of more than one schedule, for sum of all schedules. Only one contract will be awarded. 17.6. If the Contract is to be awarded, OWNER will give the Successful Bidder a Notice of Award within forty-five (45) days after the date of the Bid opening. 18.0 CONTRACT SECURITY. The General Conditions and the Supplementary Conditions set forth OWNER's requirements as to performance and other Bonds. When the Successful Bidder delivers the executed Agreement to the OWNER, it shall be accompanied by the required Contract Security. 19.0 SIGNING OF AGREEMENT. When OWNER gives a Notice of Award to the Successful Bidder, it will be accompanied by the required number of unsigned counterparts of the Agreement with all other written Contract Documents attached. Within fifteen (15) days thereafter, CONTRACTOR shall sign and deliver the required number of counterparts of the Agreement and attached documents to OWNER with the required Bonds. within ten (10) days thereafter, OWNER shall deliver one fully signed counterpart to CONTRACTOR. Each counterpart is to be accompanied by a complete set of the Drawings with appropriate identification. 20.0 TAXES. 12/03 Section 00100 Page 7 AJ`P ROACH u ROADWAYS %A SVB JOINT I I CONCRETE SIPS 12T 4 SEE BRIDGE PLAN FOR I DESIGN 3' �5' I �. %' BELOW SURFACE PREFORMED MARI L O EXPANSION JOINT L TRANSVERSE (TRANE2gWEAKENED PLANE T - -I LT � BARRSS. : .. O LONGITUDINAL (LONgPLANE WEAKENED JOINT ME TRANSVERSE JOINT IN MONOLITHIC CURB AND GUTTER SHALL BE SAWED TO ME SURE OEPM AS THE PAVEMENT. BOTTOM OF SAW l?• T/2 AT 1'L 2%..,. LONGITUDINAL 4 USE ONLY N T 2 8 IN. FORM ONLY FEMALE KEYWAY A KEYWAY 5 ALLOWED TO 0`cTRs. FACNIA. USE OF BENT T DE GRADE 40 PIE BARS DR 5 APPROVED TWO PIECE — T/2 CONNECTORS C . e•10' CTRS. o L T/2 PIE BARS T/ LONGITUDINAL CONSTRUCTION JOINT TRANSVERSE CONSTRUCTION JOINT JOINT SEALANT JOINT SENINT SEE DOWEL SPACING IN TRAVEL LANES ON ME PLANS. I'I MIEN' T .� �• 2 RIGID WELDED CIA. BACKER ASSEMBLY O Dc DOWELED TRANSVERSE CONTRACTION JOINT —w w1miall,41181s W AI aR„ T .. . ?4/e•.OIA. BACKER ROD A SHALL BE OAT FOR LONMDINAL JOINTS ALONG SLABS 14 FT. N WIDTH SAWED JOINT 1 ao LONGITUDINAL 4i USE ONLY IF T < 8 IN PAVEMENT THICKNESS (T), S WIL BE AS SHOWN ON ME PLANS. PAVEMENT THICKNESS (T) TIE am SIZE DOWEL BAR DIAMETER T < 8 IN. No. 4 1 IN. 8 IN. 2 T S 10 IN, No. 5 1.25 IN. 10 IN. > T S 15 IN. No. 6 1.50 IN. m BOND BREWER m 12 MIN. Oa E E T D BRFNtER �P I ^ MAIN m c OD ORQE A A INTEGRAL CURB INLET OR MANHOLE CAST IN PAVEMENT 11111�3 A 12' MN — INSTALL TRANSVERSE JOINT AT D c BOTH BOXDLT CORNERS IF BOXOUT IS 8 FT, OR LONGER. 8' MIN. APRON C 1 %' RECESS CURB INLET BOXOUT INLET OR 4.1•TAPER WHOLE 70 MEEf APRON 12' T (SEE JOINT OA DETA.) AIR BOND BREWER %' RECESS SECTION A —A INLET OR WHOLE 4:1 TAPER TO MEET STRUCTURE. SECTION B—BB—B BOND BREWER SHALL BE COMPOSED OF RUSTIC SHEET, BUILDING PAPER OR OMER APPROVED MATERIAL THAT PREVENTS BONI "" """' """" Creation Date: 07/04/06 Initials: SR ® Date: TSv"""ullm Comments I ^-'orado Department of Transportation 4201 East Arkonsos Avenue Denven, 303) a 80222 Phone: (}O}) ]5]-9083 CONCRETE PAVEMENT JOINTS STANDARD PLAN NO. Date: D]/uS/D6 LTA Last Modoth: M-412-1 www,d www,dot.$tote.co.uS/DesignSupport/ upport Full Path: wwom.: ( Fox: (303) 757-9820 PTnJeet Development Branch SRJATA 41201o.us/Oesi Drowin Fee Nome: 4]2010505.tlwg Issued By Project Development Branch on July 04, 2006 Sheet No. 5 of 5 CAD von: Mwosatim VS Soae Not to Srale UMts: En ion SECTION 03500 PROJECT MAPS Vicinity Map Mountain Avenue — Remington to Mathews Mountain Avenue — Mathews to Peterson City of Fort Collins 2007 Concrete Street Maintenance Project East Mountain Avenue - Remington Street to Peterson Street H y OF FORT 1) N MOUNTAIN AVF, MAINIENANCE To "ATTIT'W"', Ci TX ��. COIORADC MWINI'AN AVF. (IFY 011 tONT COIIIN'S, (01DRAIR) 11 171 I ,r OWNER is exempt from Colorado State Sales and Use Taxes on materials and equipment to be incorporated in the Work. Said taxes shall not be included in the Contract Price. Reference is made to the General and Supplementary Conditions. 21.0 RETAINAGE. Provisions concerning retainage are set forth in the Agreement. 22.0 PURCHASING RESTRICTIONS. Purchasing restrictions: The Bidder's authorized signature of this Bid assures the Bidder's compliance with the City's purchasing restrictions. A copy of the resolutions are available for review in the Purchasing and Risk Management Division or the City Clerk's office. A. Cement Restrictions: City of Fort Collins Resolution 91-121 requires that suppliers and producers of cement or products containing cement to certify that the cement was not made in cement kilns that burn hazardous waste as a fuel. 23.0 COLLUSIVE OR SHAM BIDS. Any Bid deemed by the City in its sole discretion to be a collusive or sham Bid will be rejected and reported to authorities as such. Your authorized signature of this Bid assures that such Bid is genuine and is not a collusive or sham Bid. 24.0 BID RESULTS. For information regarding results for individual Bids send a self- addressed, self -stamped envelope and a Bid tally will be mailed to you. Bid results will be posted in the Purchasing office seven (7) days after the Bid Opening. END OF SECTION 12/03 Section 00100 Page 8 SECTION 00300 BID FORM SECTION 00300 BID FORM PROJECT: 6034 Concrete Street Maintenance Project -East Mountain Avenue Place �, eo-111" _5 Date a/a6/617 1. In compliance with your Invitation to Bid dated R�_, 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 AEU ($ ) in accordance with the Invitation To Bid and Instructions to Bidders. 4. The undersigned Bidder agrees to execute the Agreement and a Performance Bond and a Payment Bond for the amount of the total of this Bid within fifteen (15) calendar days from the date when the written notice of the award of the contract is delivered to him at the address given on this Bid. The name and address of the corporate surety with which the Bidder proposes to furnish the specified performance and payment bonds is as follows: l'I� 75 C 5. All the various phases of Work enumerated in the Contract Documents with their individual jobs and overhead, whether specifically mentioned, included by implication or appurtenant thereto, are to be performed by the CONTRACTOR under one of the items listed in the Bid Schedule, irrespective of whether it is named in said list. 6. Payment for Work performed will be in accordance with the Bid Schedule or Bid Schedules subject to changes as provided in the Contract Documents. 7. The undersigned Bidder hereby acknowledges receipt of Addenda No. _through 7/96 Section 00300 Page 1 BID SCHEDULE (base bid) City of Fort Collins Concrete Saw Maintenance Project Bid No. 6024 Item No. Description Unit Contract Quantity Contract Cost Unit Price Total 202.01 Sawcut Concrete Pavement - Per Inch Depth LF/JNCH 11450 $0,46 $5 267.00 203.01 General Excavation CY 20 $12.90 $258.00 203.02 Borrow TON 50 $32.25 $1,612.50 208.01 Concrete Washout Structure EA 1 $516.00 $516.00 210,01 Adjust Valve Box EA b $103.20 $619.20 210.02 Adjust Standard Manhole 24" EA 1 $387.00 $387.00 210.03 Reset Brick Pavers SF 75 $12.00 $900.00 304.01 Aggregate Base Course TON 550 $19.45 $10 697.50 403.01 Temporary Patching TON 10 $106.10 $1,061.00 604.01 Area Inlet -Remove & Replace EA 1 $903+00 $903.00 604.02 Area Inlet -Reconstruct Deck EA 1 $387.00 $387.00 604.03 Area Inlet -Reconstruct Deck Additional Foot Opening LF 3 $16L25 S483.75 604.04 Modified Type 13 Curb Inlet -Remove & Replace EA 2 $1,548.00. $3,096.00 604.05 Modified Type 13 Curb Inlet -Reconstruct Deck EA 1 $1,096.501 $1,096.50 604.06 Modified Type 13 Curb Inlet -Materials Only EA 2 $967.50 $1,935.00 604.07 Concrete Sidewalk Culvert -Remove & Replace EA 1 $2 154.30 $2,154.30 604.08 Metal Sidewalk Culvert 5f8" Plate -Remove & Repine EA 1 $1 573.90 $1,573.80 604.09 Additional Square Foot of 518" Plate SF 3 $165.12 $495.36 608.01 Remove Concrete SF 250 $2.58 $645.00 608.02 Vertical Curb Gutter & 6" Sidewalk -Remove & Replace LF 15 $41.26 $618.90 608.03 Vertical Curb & Gutter -No Sidewalk- Remove & Replace LF 380 $25.33 $9,625.40 60&04 Vertical Outfall Curb & Gutter -Remove & Replace LF 15 $22.75 $341.25 608.05 Barrier Curb 12" - Remove & Replace LF 50 $18.10 $905.00 608.06 Hi back Curb & Gutter -No Sidewalk -Remove & Replace LF 500 $33.09 $16 545.00 608.07 Pedestrian Access Romp- Remove & Replace SF 250 $9.31 $2 327.50 608.08 Pedestrian Access Ramp- Hi back -Remove & Replace SF 25 $9.31 $232.75 608.09 Truncated Dome Panel SF 50 $39,90 $1,995.00 608.10 Flatwork 4"-Remove & Replace SF 50 $4.96 $248.00 608.11 Flatwork 6% Remove & Replace SF 950 $5.69 $5A05.50 608,12 Replace Flatwork- 1"Additional Depth SF 500 $062 $310.00 608.13 Colored Concrete 4" San Diea o Buff- Up Charge SF 50 $0 78 $39.00 609.14 Concrete Pavement 8"- Remove & Replace SF 42250 $6.27 $264,907.50 60& 15 Alley Approach 8"- Remove & Replace SF 100 $7.48 $748,00 608, 16 Expansion & CauWng LF 900 $6.13 $5,517.00 60&17 SpLubblock 4" SF 50 $12.00 $600+00 Total Cost Page 1 $344,453.71 BID SCHEDULE (base bid) City of Fort Collins Concrete Street Maintenance Project Bid No. 6024 Item No. Description Unit Contract Quantity Contract Cost Unit Price Total 608,18 Exposed Aggregate 4% Up Charge SF 50 $12.90 $645.00 623.01 Irrigation Sleevin 3" PVC LF 50 $9.66 $483.00 626,01 Mobilization Lump Sum I SL000.00 $1,000.00 630.01 "No Parking" Sign With Stand Per Day Per Each 1500 $1.87 $2 805.00 630.02 Vertical Panel Without Light Per Day Per Each 150 $0.65 S97.50 .,_630.03. Channelizin Dnan_Withour ht Per Da.Per Each _ 1600 630.04 Type I / II Barricade Without Light Per Day Per Each 600 $0.65 $390.00 630.05 Type III Barricade Without Light Per Day Per Each 150 $3.87 $580.50 630,06 Size A Sign With Stand Per Day Per Each 1000 $1.32 $1,320.00 630.07 Size B Stand With Stand Per Day Per Each 550 $1.54 $847.00 630.08 Size A Specialty Sign- Cost Of Manufacturing Each 5 $55.00 $275.00 630.09 Size B Specialty Sign- Cost Of Manufacturing Each 10 $66.00 S660.00 630.10 Cone With Reflective Strip Per Day Per Each 300 $0.59 $177.00 630,11 Safety Fence Per Day Per Each 25 $4.22 $105.50 630.12 Light Per Day Per Each 400 $0.32 $128.00 630.13 Advance Warning Flashing or Seguencing Arrow Panel Per Day Per Each 5 $66.00 $330.00 630.14 Variable Mmsage Board Per Day Per Each 5 S131.50 $687.50 630.15 Traffic Control Supervisor Per Day 40 $305.25 $12 210.00 6M.16 Traffic Control Supervisor Per How 20 $31.63 $632.60 630.17 Flagging Per How 1 400 1 $20.35 $8140.00 TOTAL COST PAGE 2 $32 745:60 TOTAL COST (PAGE 1) $344,453.71 TOTAL COST (PAGE 2) $32,745.60 TOTAL COST PAGES 1 +2 $377,199.31 Cents Si6med V Address � �r Company Check One: individual Doing Business in Company Name Corporation Partnership Phone/Fax _ y/ 'J� 9. PRICES The foregoing prices shall include all labor, materials, transportation, shoring, removal, dewatering, overhead, profit, insurance, etc., to cover the complete Work in place of the several kinds called for. Bidder acknowledges that the OWNER has the right to delete items in the Bid or change quantities at his sole discretion without affecting the Agreement or prices of any item so long as the deletion or change does not exceed twenty-five percent (250) of the total Agreement Price. RESPECTFULLY SUBMITTED: COMPANY Signature Printed Name r Title License Number (If Applicable) gg r o ryl'ea t s r,v �y+�y f.iy b C6 AA. Address Telephone ration) Date 7/96 Section 00300 Page 4 SECTION 00400 SUPPLEMENTS TO BID FORMS 00410 Bid Bond 00420 Statement of Bidder's Qualifications 00430 Schedule of Subcontractors 7/96 Section 00410 Page 1 Contractors Bonding and Insurance Company KNOW ALL MEN BY THESE PRESENTS, that we Vogel Concrete, Inc. as Principal, hereinafter called the Principal, and Contractors Bonding and Insurance Company a corporation duly organized under the laws of the State of Washington as Surety, hereinafter called the Surety, are held and firmly bound unto City of Fort Collins as Obligee, hereinafter called the Obligee, in the sum of five percent of amount bid (5%) for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid for Concrete Street Maintenance East Mountain Ave. NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount specified in said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. Signed and sealed this 26`h day of February, 2007. Vogel Concrete, Inc. f/ //r P t i Contractors Bonding and Insurance Company r i By - Bond Conforms to AIA Document A-310 (1970) kN POR�aIaa s SEAL _ .........o® `°a '�SHINGi A's i mWArm%,c RE(,vnJ PREBID CONFERENCE Project: 6034 Concrete Stret Maintenance Project East Mountain Avenue Time: 2:00 P.M. Date: February 14, 2007 Location:215 North Mason Room 1 B PRINT NAME PRINT DDRESS TELEPHONE FAX # E-MAIL ADDRESS FIRM NAME ���� �� �G' � a-- rn� zee � c-�u-.-�- y�d��►.�-� 6S -�C' ��5� .. 8�•5�v0 i u uz rzo k2ew7 cS / lZGrt wr17' � c,�,u4CoGz�s tuc aysg E. gT�l �sTir��� T ! - 970 - 6 6 � 36ao /- yZo - 66 7-3le3o � �ru©f � w. 60-vl. Ccu�Gr�.c�v, c� Ge c ��Y $ 5r30 o Q„ , %'i-,fd--e r-C&OY. C�740 -qo,3 ' °t�0-��13 ��"~� ►z ,1Ts nts r wr.�.,cfc- oge s" �� R�ue�� quo - �f 93 - quo - �9� .� I�► couc� Gna�� 32 C,94-l� co b P1 970 mgpq Lia VJU tt,�Un� 40'0�,�1 �•' ''�GbWA A,5 �� F"F'' _'_, +a n u,a{ i 1, /,lh „ uoa.5 me scat of t ontractors nonaing ancrtnsurance Company'(the "Company") The original documentcontains a watermark the letters "chic" I with embedded in the paper rather than printed upon it. The t° watermark appears in the blank space beneath the words "Limited Power of Attorney" at the top of the document and is visible when the document is held; to the light. This document is valid solely in connection with the execution and delivery of the bond bearing the number indicated below, and provided also that the bond is of the type indicated below. This document f is Val id only if the bond is executed on or before the date indicated above.' t1 KNOW ALL MEN BY THESE PRESENTS, that the Company does hereby snake, constitute and appoint the following::W. R. W'ITHROW<and TYLER WITHROW its true and lawful ' Attorney(a)-in-FaOt,:with full power and authority hereby conferred in its name,; place and stead, to execute, acknowledge and deliver on; behalf of the Company:Al) any and all bonds and undertakings of suretyship given for any purpose,; provided, however, ;that no such person shall be authorized to execute and deliver any, bond or undertaking that shall obligate the Company :for any portion of the penal sum thereof :in excess of $10,000000, and provided,: further,; tbat no ,Attorney-in-Fact'shall have the authority to issue a bid .or proposal bond for any project where, if a contract is awarded, any bond or „ undertaking would be required with penal sum in :excess of $10,000,000; and (2) t•'": consents:, release& and other similar, documents required by in obligee under a contract bonded by the Company. This appointment is made under the authority of the Board of Directors of the Company.------------------------------'--------- -------------------------------------------------------------- ---------------------------------------------- -- --- - - - - -- - -- --- ---- - ---------- - -- - ----- -- - - 01 --————--------- ------ 1;.. — ---- ------ --- CERTIFICATE 1, the undersigned secretary of Contractors Bonding and Insurance Company,, a Washington c corporation,'DO HEREBY CERTIFY that this Power of Attorney remains in full force and effect and has not been revoked, and, fiithermvre, that the resolutions of the Board of Directors set forth on the reverse are now in frill force and effect. Bond Number NA gned and sealed this 26th day of February 2007 t , r r R. Kirk Eland, Secretary = CBIC e 1213 Valley Street • P.O. Box 9271 • Seattle, WA 98109-0271. " (206) 622-7053 • (800) 765-CBIC (Toll Free) • (900) 950-1558 (FAX) t tt:SCrw��� 'PoaLPOA.(17-UR0511(k4 ;t �, ..� �� �— � .�� � ���P' �:�an � - ra:r..,a eau u�.*..;:�«�e.,�, ti;, r .,, � u�,.. +,� i ..' ,. ,,., ,. ',. a •, - `•� ia�', rf., .. .0 lit':;le , : ;a i,. y—: � ,,..,, t . ;.—� i'- .: Ear. ,.,.+� u,.�4� �,w : ..mr�.a�. � �mn -� 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: V�� CONC-1 EjT�- �sJ 2. Permanent main office address: /,313 18/Oe _SAC/4P Z / 3. When organized: 1"3 4. If a corporation, where incorporated: /996 5. How many years have you been engaged in the contracting business under your present firm or trade name? �2 y 6. Contracts on hand:'(Schedule these, showing the amount of each contract and the appropriate anticipated dates of completion.) 7. General character of Work performed by your company: 8. Have you ever failed to complete any Work awarded to you? If so, where and why? 4'te" 9. Have your ever defaulted on a contract? 4,/ If so, where and why? 10. Are you debarred by any government agency? ,t;l If yes list agency name. 7/96 Section 00420 Page 1 11. List the more important projects recently completed by your company, stating the approximate cost of each, and the month and year completed, location and type of construction. 12 List your major equipment available for this contract. 13. Experience in construction Work similar in importance to this project: / 14. Background and experience of the principal members of your organization, including officers: J 15. Credit available: 16. Bank reference: 17. Will you, upon request, fill out a detailed financial statement and furnish any other information that may be required by the OWNER? M Are you licensed as a General CONTRACTOR? If yes, in what city, county and state? class, license and numbers? 19. Do you anticipate subcontracting Contract? If yes, what percent of total contract? ,f and to whom?i.1./.f� J�ir�/.. f.✓Gi Na What Work under this 20. Are any lawsuits pending against you or your firm at this time? IF yes, DETAIL 7/96 Section 00420 Page 2 21. What are the limits of your public lia1ility? DETAIL What company? 22. What are your company's bonding limitations? a. pOU, 6x70 - 23. The undersigned hereby authorizes and requests any person, firm or corporation to furnish any information requested by the OWNER in verification of the recital comprising this Statement of Bidder's Qualifications. Dated at this -14�— day of iG7 200- i Name oe Biddpr r By: f%C ) -, f Title: ivi"�? 5 State of Crdora b County of � pf-j/-yup- J./a_n Vf, d`52,1 being duly sworn deposes and says that he is V0a21 U'e -o`Gn lnta-A n and that (name f organization) the answers to the foregoing questions and all statements therein contained are true and correct. S bscribed and sworn to before me this <:VL-Pt`-day of r 20 0-.� ice+ Notary LPublic My commission expires /1- 7/96 ago Section 00420 Page 3 SECTION 00430 SCHEDULE OF SUBCONTRACTORS List all subcontractors for the work items listed below and all subcontractors performing over 10% of the contract. ITEM SUBCONTRACTOR 7/96 Section 00430 Page 1 SECTION 00500 AGREEMENT FORMS 00510 Notice of Award 00520 Agreement 00530 Notice to Proceed SECTION 00500 AGREEMENT FORMS 00510 Notice of Award 00520 Agreement 00530 Notice to Proceed SECTION 00510 NOTICE OF AWARD Date: February 28, 2007 TO: Vogel Concrete, Inc. PROJECT: 6034 Concrete Street Maintenance Project -East Mountain Avenue OWNER: CITY OF FORT COLLINS (hereinafter referred to as "the OWNER") You are hereby notified that your Bid dated February 26, 2007 for the above project has been considered. You are the apparent successful Bidder and have been awarded an Agreement for 6034 Concrete Street Maintenance Project -East Mountain Avenue. The Price of your Agreement is Three Hundred Seventy Seven Thousand One Hundred Ninety Nine Dollars and Thirty One Cents ($377,199.31) 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 March 14, 2007. 1. You must deliver to the OWNER three (3) fully executed counterparts of the Agreement including all the Contract Documents. Each of the Contract Documents must bear your signature on the cover of the page. 2. You must deliver with the executed Agreement the Contract Security (Bonds) as specified in the Instructions to Bidders, General Conditions (Article 5.1) and Supplementary Conditions. Failure to comply with these conditions within the time specified will entitle OWNER to consider your Bid abandoned, to annul this Notice of Award and to declare your Bid Security forfeited. Within ten (10) days after you comply with those conditions, OWNER will return to you one (1) fully -signed counterpart of the Agreement with the Contract Documents attached. City of Fort Collins OWNER B "-r ')irectotor mes B. O'Neill, II, CPPO, FNIGP of Purchasing & Risk Management 9/12/01 Section 00510 Page 1 SECTION 00520 AGREEMENT THIS AGREEMENT is dated as of the 28th day of February in the year of 2007 and shall be effective on the date this AGREEMENT is signed by the City. The City of Fort Collins (hereinafter called OWNER) and Vogel 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 6034 Concrete Street Maintenance Project -East Mountain Avenue and is generally described in Section 01010. ARTICLE 2. ENGINEER The Project has been designed by The City of Fort Collins Engineering Division, who is hereinafter called ENGINEER and who will assume all duties and responsibilities and will have the rights and authority assigned to ENGINEER in the Contract Documents in connection with completion of the Work in accordance with the Contract Documents. ARTICLE 3. CONTRACT TIMES 3.1 The Work shall be Substantially Complete within Forty (40) working 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 Seventy (70) working days after the date when the Contract Times commence to run. 3.2. Liquidated Damages. OWNER and CONTRACTOR recognize that time is of the essence of this Agreement and that OWNER will suffer financial loss if the Work is not completed within the times specified in paragraph 3.1. above, plus any extensions thereof allowed in accordance with Article 12 of the General Conditions. They also recognize the delays, expenses and difficulties involved in proving in a legal proceeding the actual loss suffered by OWNER if the Work is not completed on time. Accordingly, instead of requiring any such proof, OWNER and CONTRACTOR agree that as liquidated damages for delay (but not as penalty) CONTRACTOR shall pay OWNER the amounts set forth hereafter. 9/12/01 Section 00520 Page 1 A) i r.ADAlwG RECwnd PREBID CONFERENCE Project: 6034 Concrete Stret Maintenance Project East Mountain Avenue Time: 2:00 P.M. Date: February 14, 2007 Location:215 North Mason Room 1 B 'RINT PRINT ADDRESS TELEPHONE FAX # E-MAIL ADDRESS NAME FIRM NAME -5��� Ak1_1 -7N7» 3-,ZEE ZZ l HO-Y-m7C7 ,� Cop C7 /0 . b �vF,*t_f C, P oZ2�j F,r� ,P�94 J ;D-6, 6ou Y %f}'YNt'�sro✓ /�b�cr,•�.sr� B�HoJO,C�.goS� 3 97o•S32.4sos 97D.S32-yras7 ��Y t� � rrr Ncsn"s's�c Co,�c R!� � ir►SN . ca.,� bQ �L Z Nli1UiYL�t(/Y1 �xSIfUG� �C �toS ; ae iyy, PN P�A ffQvi`6��,g06�� 976-785Gl61 Qwy' �rt¢f' �. L'o/% (� . ems- 0- /S- iyo�4�&�� •%a��.� :. .. t3'ENpg l�� �l �' C �id6i�✓ i/✓G ,Zg/ ,✓. COU46 4✓6 916,��/./v(�J g9G.22116SIS VACMdJ3V CL �'it Cbl.LINs, to g�ya22 C L NoFr Co f 8t5 W, S� . 9b-&69- q-ro- &G3 '_�OCMG LJ 'CA,, c� %ec._JW,0 Co 52537 3a55 I r�o�o �mt �- 5 for Eitr [/O7�7'? (P `707 �'� del, Co-�. 1) Substantial Completion: One Thousand Dollars ($1000) for each calendar day or fraction thereof that expires after the forty (40) working day period for Substantial Completion of the Work until the Work is Substantially Complete. 2) Final Acceptance: After Substantial Completion, Five Hundred Dollars ($500) for each calendar day or fraction thereof that expires after the Thirty (30) working day period for Final Payment and Acceptance until the Work is ready for Final Payment and Acceptance. ARTICLE 4. CONTRACT PRICE 4.1. OWNER shall pay CONTRACTOR for performance of the Work in accordance with the Contract Documents in current funds as follows: Three Hundred Seventy Seven Thousand One Hundred Ninety Nine Dollars and Thirty One Cents ($377,199.31), in accordance with Section 00300, attached and incorporated herein by this reference. ARTICLE 5. PAYMENT PROCEDURES CONTRACTOR shall submit Applications for Payment in accordance with Article 14 of the General Conditions. Applications for Payment will be processed by ENGINEER as provided in the General Conditions. 5.1. PROGRESS PAYMENTS. OWNER shall make progress payments on account of the Contract Price on the basis of CONTRACTOR's Application for Payment as recommended by ENGINEER, once each month during construction as provided below. All progress payments will be on the basis of the progress of the Work measured by the schedule of values established in paragraph 2.6 of the General Conditions and in the case of Unit Price Work based on the number of units completed, and in accordance with the General Requirements concerning Unit Price work. 5.1.1. Prior to Substantial Completion, progress payments will be in the amount equal to the percentage indicated below, but, in each case, less the aggregate of payments previously made and less such amounts as ENGINEER shall determine, or OWNER may withhold, in accordance with paragraph 14.7 of the General Conditions. 900-. of the value of Work completed until the Work has been 50% completed as determined by ENGINEER, when the retainage equals 5% of the Contract Price, and if the character and progress of the Work have been satisfactory to OWNER and ENGINEER, OWNER on recommendation of ENGINEER, may determine that as long as the character and progress of the Work remain satisfactory to them, there will be no additional retainage on account of Work completed in which case. the remaining progress payments prior to Substantial Completion will be in an amount equal to 100% of the Work completed. 90% of 9/12/01 Section 00520 Page 2 materials and equipment not incorporated in the Work (but delivered, suitably stored and accompanied by documentation satisfactory to OWNER as provided in paragraph 14.2 of the General Conditions) may be included in the application for payment. 5.1.2. Upon Substantial Completion payment will be made in an amount sufficient to increase total payments to CONTRACTOR to 950 of the Contract Price, less such amounts as ENGINEER shall determine or OWNER may withhold in accordance with paragraph 14.7 of the General Conditions or as provided by law. 5.2. FINAL PAYMENT. Upon Final Completion and Acceptance of the Work in accordance with paragraph 14.13 of the General Conditions, OWNER shall pay the remainder of the Contract Price as recommended by ENGINEER as provided in said paragraph 14.13. ARTICLE 6. CONTRACTOR'S REPRESENTATION In order to induce OWNER to enter into this Agreement, CONTRACTOR makes the following representations: 6.1. CONTRACTOR has familiarized himself with the nature and extent of the Contract Documents, Work, site, locality, and with all local conditions and Laws and Regulations that in any manner may affect cost, progress, performance or furnishing of the Work. 6.2. CONTRACTOR has studied carefully all reports of explorations and tests of subsurface conditions and drawings of physical conditions which are identified in the Supplementary Conditions as provided in paragraph 4.2 of the General Conditions. 6.3. CONTRACTOR has obtained and carefully studied (or assumes responsibility for obtaining and carefully studying) all such examinations, investigations, explorations, tests, reports, and studies (in addition to or to supplement those referred to in paragraph 6.2 above) which pertain to the subsurface or physical condition at or contiguous to the site or otherwise may affect the cost, progress, performance or furnishing of the Work as CONTRACTOR considers necessary for the performance or furnishing of the Work at the Contract Price, within the Contract Times and in accordance with the other terms and conditions of the Contract Documents, including specifically the provisions of paragraph 4.2 of the General Conditions; and no additional examinations, investigations, explorations, tests, reports, studies or similar information or data are or will be required by CONTRACTOR for such purposes. 6.4. CONTRACTOR has reviewed and checked all information and data shown or indicated on the Contract Documents with respect to existing Underground Facilities at or contiguous to the site and assumes responsibility for the accurate location of said Underground Facilities. No additional examinations, 9/12/01 Section 00520 Page 3 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: 7.2.1Certificate of Substantial Completion 7.2.2 Certificate of Final Acceptance 7.2.3 Lien Waiver Releases 7.2.4 Consent of Surety 7.2.5Application for Exemption Certificate 7.2.6Application for Payment 7.3 Drawings, consisting of a cover sheet and sheets numbered as follows: N/A *Included in the Specifications 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. 9/12/01 Section 00520 Page 4 0 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. 6.3. OWNER and CONTRACTOR each binds itself, its partners, successors, assigns and legal representatives to the other party hereto, its partners, successors, assigns and legal representatives in respect to all covenants, Agreement and obligations contained in the Contract Document. 9/12/01 Section 00520 Page 5 CONTRACTOR: Vogel Concrete, Inc. OWNER. CITY OF FORT COLLINS (r,"',1 By: FNIGP /ra By: II, CPPO, DAMES NEILL PURCHASING R CTOR OF D RISK MANAGEMENT Title: �. < i Date: JV (CORPORATE SEAL) ORT JJJ Date F • CO iJ� y1� #A. :2 L :N v� ttest: • Attest: Clerk = _ City •. notices: ••' O Address for giving Address for giving notic COLOP. ( z5/ 0. Box 580 P. Fort Collins, CO 80522 LICENSE NO.: 06' As sta t City Attorney Section 00520 Page 6 9/12/01 SECTION 00530 NOTICE TO PROCEED Description of Work: 6034 Concrete Street Maintenance Project -East Mountain Avenue To: Vogel 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 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: Vogel Concrete, Inc. By: Title: 7/96 Section 00530 Page 1 SECTION 00600 BONDS AND CERTIFICATES 00610 Performance Bond 00615 Payment Bond 00630 Certificate of Insurance 00635 Certificate of Substantial Completion 00640 Certificate of Final Acceptance 00650 Lien Waiver Release (CONTRACTOR) 00660 Consent of Surety 00670 Application for Exemption Certificate SECTION 00610 PERFORMANCE BOND Bond No. KA3595 KNOW ALL MEN BY THESE PRESENTS: that (Firm) Vogel Concrete, Inc. (Address) 1313 Blue Spruce Drive, Ste. B, Ft. Collins, CO 80524 - (a Corporation), hereinafter referred to as the "Principal" and (Firm) Contractors Bonding and Insurance Company (Address) PO Box 9271, Seattle, WA 98109-0271 hereinafter referred to as "the Surety", are held and firmly bound unto City of Fort Collins, 360 Laporte Ave, Fort Collins, Colorado 80522 a (Municipal Corporation) hereinafter referred to as the "OWNER", in the penal sum of $377,199.31 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 February, 2007, a copy of which is hereto attached and made a part hereof for the performance of The City of Fort Collins project, 6034 Concrete Street Maintenance Project - East Mountain Avenue. NOW, THEREFORE, if the Principal shall well, truly and faithfully perform its duties, all the undertakings, covenants, terms, conditions and agreements of said Agreement during 'the original term thereof, and any extensions thereof which may be granted by the OWNER, with or without Notice to the Surety and during the life of the guaranty period, and if the Principal shall satisfy all claims and demands incurred under such Agreement, and shall fully indemnify and save harmless the OWNER from all cost and damages which it may suffer by reason of failure to do so, and shall reimburse and repay the OWNER all outlay and expense which the OWNER may incur in making good any default then this obligation shall be void; otherwise to remain in full force and effect. 7/96 Section 00610 Page 1 PROVIDED, FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the _ terms of the Agreement or to the Work to be performed thereunder or the specifications accompanying the same shall in any way affect its obligation on this bond; and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Agreement or to the Work or to the Specifications. PROVIDED, FURTHER, that no final settlement between the OWNER and the CONTRACTOR shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied. PROVIDED, FURTHER, that the Surety Company must be authorized to transact business in the State of Colorado and be acceptable to the OWNER. _ IN WITNESS WHEREOF, this instrument is executed in three (3) counterparts, each one of which shall be deemed an original, this 1stday of March 20 07. IN PRESENCE OF: Principal Vocrel Concrete, Inc (Title) 1313 Blue Spruce Drive, Ste.B, Ft. Collins,CO 80524 (Address) (corporate seal) 'IN 'Pi ONCE OF: Other Partners By: By: IN PRESENCE OF: Surety Contragtors Bonding and Insurance Company SY= ��tiOlNGgy� �►I� Attorney -in -fact yJ,i�By: PO Box 9271, Seattle, WA 98109-0271 VO A9',�I , (Address) atic �►.�s . m;m� (Surety Seal) C _ NOTE: Date of 24:� q$&7 a_o�F=F� pkior to date of Agreement. If CONTR7IC'1�D i N 1 0 ip, all partners should execute Bond. 7/96 Section 00610 Page 2 SECTION 00615 PAYMENT BOND Bond No. KA3595 KNOW ALL MEN BY THESE PRESENTS: that (Firm) Vogel Concrete, Inc. (Address) 1313 Blue Spruce Drive, Ste. B. Ft. Collins, 00 80524 (an Individual), (a Partnership), (a Corporation), hereinafter referred to as the "Principal" and ~ (Firm) Contractors Bonding and Insurance Company (Address) PO Box 9271, Seattle, WA 98109-0271 hereinafter referred to as "the Surety", are held and firmly bound unto the Y City of_ Fort Collins, 300 Laporte Ave., Fort Collins, Colorado 80522 a (Municipal Corporation) hereinafter referred to as "the OWNER" , in rhp Prnal sum of 1 377,199.31 _ 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 February, 2007 at copy of which io harctc attached ar,,d made a gait heleVJC LV,. U11V JJeLfUi,uauUC of The City of Fort Collins prajecL, 6034 Concrete Street Maintenance Project - East Mountain Avenue. Y 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 ouch Agreement and any authorized extension or modification thereof, including all amounts due for materials, lubricants, repairs on machinery, equipment and tools, consumed, rented or used in connection with the construction of such Work, and all insurance premiums on said Work, and for all labor, performed in such work - whether by subcontractor or otherwise, then this obligation shall be void; otherwise to remain in full force and effect. 7/96 Section 00615 Page 1 A'i i crllDAmt c REGvnd PREBID CONFERENCE Project: 6034 Concrete Stret Maintenance Project East Mountain Avenue Time: 2:00 P.M. Date: 'February 14, 2007 Location:215 North Mason Room 1 B PRINT NAME PRINT FIRM NAME ADDRESS TELEPHONE FAX # E-MAIL ADDRESS - Aele,� / 3 /oe y -3�33Q y07-�yS47z. co-w, PROVIDED, MMTHRA, that the said Surety, for valuo roocived, hcroby 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 specifieatione accompanying tho name 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 WRIMEOF, this instrument is executed in three (3) counterparts, each one of which shall be deemed an original, this 1st day of March 2Onj, '^ IN PRESENCE 07:n Principal Vogel Concrete, Inc. 1313 Blue Spruce Drive, Ste. B, Ft. Collins,CO 80524 (Address) Other Partners IN PRESENCE OF: surety Contractors Bonding and Insurance Company NDINg � By; lyi K�l,et) oRpO'�,,� eo ; Attorney-in-fact 9 -.� PO Box 9271, Seattle, WA 98109-0271 m s t . (Address) j : ' �9 L =� .,ao -prior to date of Agreement. tgdTship, all partners should execute Bond. 7/96 Section 00f15 Page 2 1 1, tj Corporation has not bee reverse are ----------- F:F: Mt is primed on gray ly (the ,company"). printed upon it, The the document and is ration and delivery of :low. This document constitute to and lawful id . in its ilf of the in for any 14 to execute. V, for any virided, .a a bid or bond or boo; and (2) 906 under at authority of ------------ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - Certificate of Appointment and Resolutions of the Board of Directors The undersigned President and Secretary of Contractors Bonding and Insurance Company hereby certify that the President has appointed the Attorneys) -in -Fact identified on the front side of this power of attorney, under and by the authority of the following resolutions adopted by the Board of Directors of Contractors Bonding and Insurance Company at a meeting duly held on December 15, 1993: RESOLVED, that the CEO, President, CFO, any Vice President, Secretary or any Assistant Secretary, and any other employee as may be specifically authorized by a particular board resolution (hereafter "Authorized Officer or Employee") may appoint attomeys-in-fact or agents with authority as defined or limited in the instrument evidencing the appointment in each case, for and on behalf of the Company, to execute and deliver and affix the seal of the Company to bonds, undertakings, recognizances, and suretyship obligations of all kinds; and any Authorized Officer or Employee may remove any such attorney -in -fact or agent and revoke any power of attorney previously granted to such person. RESOLVED FURTHER, that any bond, undertaking, recognizance, or suretyship obligation shall be valid and binding upon the Company: (i) when signed by the Authorized Officer or Employee and attested and sealed (if a seal be required); or (ii) when signed by the Authorized Officer or Employee, and countersigned and sealed (if a seal be required) by a duly authorized attorney -in -fact or agent; or (iii) when duly executed and sealed (if a seal be required) by one or more attorneys -in - fact or agents pursuant to and within the limits of the authority evidenced by the power of attorney issued by the Company to such person or persons. RESOLVED FURTHER, that the signature of any Authorized Officer or Employee and the seal of the Company may be affixed by facsimile to any power of attorney or certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligations of the Company (unless otherwise specified in the power of attorney itself); and such signature and seal when so used shall have the same force and effect as though manually affixed. RESOLVED FURTHER, that all previous resolutions of the Board of Directors concerning powers of attorney and attomeys-in-fact remain in full force and effect; that all forms of powers of attorney previously or in the future approved by the Board of Directors, including, but not limited to, so called "fax or facsimile powers of attorney", where the entire power of attorney is a facsimile, remain in full force and effect; and that one form of a power of attorney may be attached to one bond (for example, the form for which this resolution is a part may be attached to a bid bond), and another form of power of attorney may be attached to another bond (for example, a fax power of attorney may be attached to the final bond for a project for which the different form of power was attached to the bid bond) without affecting the validity of either power of attorney or bond. IN WITNESS WHEREOF, Contractors Bonding and Insurance Company has caused these presents to be signed by its president and secretary, and its corporate seal to be hereunto affixed this 13th day of May, 2004. )on Sir n, resi ent Attest: K. Kirk Eland, Secretary State of Washington County of King On May 13, 2004 before me, Brenda J. Scott Notary Public, personally appeared Don Sirkin and R K*k Elaqti te;sonaily kiaown to me to be the persons whose names are subscribed to the within instrument, and acknowledged to me aftAt{heyeklicutedthe 46'c in their authorized capacities and that by their signatures the entity upon behalf of which they acted exectrV. &.instrument. WITNESS my hand and official seal. � Ofor, i• Brenda J. Scott, Notary Public V�'(�On�,w�wo'-�,i�1~ �Itti OR WASM' �a SECTION 00630 CERTIFICATE OF INSURANCE CONTRACTOR shall insert his own standard form for Certificate of Insurance. 7/96 Section 00630 Page 1 FEB. 6.1UU/ 4.11PM�-—CULUKAUU-BW MUKANU Y/M111i1 Nu. 11) AC,in, t.EK 10CA�'i e ur umsiu i Y miuRANCE r. I PwJwrrn pli2yZ007 P01103 Tt 70 2 3-OII24 FAX 970 267-2231 Colorado BM Imaurance Agency, Inc. LOTS M Rorsetooth Rd, Ste I0B Fort Collins, CD 80526 THM CERTIFICATE Id ISSUED AS A MATTER Of FORMATION ONLY AND CONFERS NO ROM UPON THE CET% HOLDER e M CCEERTIFICATE DOES NOT AMENQ, E%TEND OR INSURERB AFRMING COVERAGE NAIC 0 nlsul� , nc. DBA, Vogel Concrete 6330 S. Collego Ava. Fort Collins, CO 8052S W=,% Auto Olnlers insurance " MVA= a +aeuRs« r+•UR•Ra R•URBRT: THE Poua88 OF MURUM USTE0 BELOW HAVE OEM OUND TO THE NMRED NAMEVABOVE POR THE POLICY PERIOD INDrATIA NOTwtnwr^wm ANY REO{JIIAMM. TERM OR CONDITION OF ANY CONTRAO TDO�R MOR DOCUMENT WITH RESPECT TO V*IJM THIB CER71PMr4TE MAY BE Joe= OR P +O U� AAKTTHE II►H 1.888E AFFORDEDN MAY HAVE YKBP� RQDIICao s P CW1tg� BUBJECTTO ALL THE 7sRMB. EXGt u81ONS AND OONDITIONb OF eUCH rneepomRAtws FOLIDYMMM A 611101 LUAI1am •OMMe mLmM mLrAm 04MAKWO OQWUR 0 7 7 0 7 momoobuUmm • officumw.Z • 300 Nowwwwwwwo • s P@*Pft&MNP1AW • 1 94�111LAbORBi1R! • 000 QMAfeREOATlLWAML!•Pel• > PRODUOT•_COMWA" 0 2,0009 A AInOY000iU ARKM AwAUfO Ayi3ONR AUiO• ip�IR®AUTb6 al HNSDALYM x „o,,DwM,mA,JIOB TBD 7 7 0 7/1006 eorouuM.T s 1 000 mum" • Rom" • •NRAOOHA•NrY ANYAM - AUfO W:Y.MACW001T • OTN•A'n1AN SNA00 Auro oNLr A•O • � SIMSUM200"UAILM omm ri CLAW M WE OEDUOIRI!< um mR 0=9000RIUM M At80pEQl11E • • NOAWOMMAM �AeReR � ourNe !L E1VC AOCM]�rT • ri DasnsE• a • aLDI•G1.8-PouoYLIMIn 1 ardor oIWRPfiDt OFOPEAA:7DII5I�OCATIGq i VAf•D1A8IT•40L11•IDN• ATbT1OEf fl10C1019i®RlEPl41•.}MNIB City of Fort Collins Aemninngg Dgmrtmnt attnl ]ohn Stephen PO sox 580 Fort Collins, C0 64S22-0590 ACORD as (91ID1108) I 110AMMDAHTHMNW,THEN I MNNUMMMUniwt0iAY0RTOW& omewormmomroTNSOwwwArmNolesRwwaoroTHsum, MY7T PawRieo NnealoH R•rHIP •HAtL M•naes Ro oIILIOATgNOR uAeertT CORPORATION it88 FEB. 6. 2007- 02PM COLORADO-BW INSURANCE 9702672231 10. 125--p. IMPORTANT If the Cardfi nts holder is sn ADDITIONAL INSURED, the pollcy(tas) must be endorsed. A statement an this mffloats does not Confer figha to the amMkzm trotder in Ileu of such endomement(s). If SUBROGATION IS WANED, subject to the tonne and conditions of the policy, oertshr polldaf may mqule an andorsernent A dolament on INS cartlflods doss not confer fights to the cer8licete holder in ileu of such endonwnent* Ttw OarCtiostaof Insurmce an the revenge side of this form does not constitute a oanW between the issuing insurer(t), audnt*d repreaer►f dve orproducer, and the oerttiicate holler, nor does It aMmuitively or nege6vely amend, extend or dW the ocvetW o forded by the poWn ttsted thereon. ACORD 25 (2001108) SECTION 00635 CERTIFICATE OF SUBSTANTIAL COMPLETION TO: CITY OF FORT COLLINS (OWNER) DATE OF SUBSTANTIAL COMPLETION: PROJECT TITLE: 6034 Concrete Street Maintenance Project -East Mountain Avenue PROJECT OR SPECIFIED PART SHALL LOCATION: Fort Collins, Colorado INCLUDE: OWNER: City of Fort Collins CONTRACTOR: CONTRACT DATE: The Work performed under this contract has been inspected by authorized representatives of the OWNER, CONTRACTOR, and the ENGINEER and the project (or specified part of the project, as indicated above) is hereby declared to be substantially completed on the above date. A tentative list of items to be completed or corrected is appended hereto. This list may not be exhaustive, and the failure to include an item on it does not alter the responsibility of the CONTRACTOR to complete all the Work in accordance with the Contract Documents. ENGINEER AUTHORIZED REPRESENTATIVE DATE The CONTRACTOR accepts the above Certificate of Substantial Completion and agrees to complete and correct the items on the tentative list within the time indicated. By: CONTRACTOR AUTHORIZED REPRESENTATIVE DATE The OWNER accepts the project or specified area of the 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 AUTHORIZED REPRESENTATIVE DATE u�l 7/96 Section 00635 Page 1 SECTION 00640 CERTIFICATE OF FINAL ACCEPTANCE TO: Vogel Concrete, Inc. Gentlemen: You are hereby notified that on the day of Fort Collins, Colorado, has accepted for the City of Fort Collins project, 6034 Project -East Mountain Avenue. 20 20_, the City of the Work completed by Concrete Street Maintenance A check is attached hereto in the amount of $ Payment for all Work done, subject to the terms of the which are dated as Final Contract Documents In conformance with the Contract Documents for this project, your obligations and guarantees will continue for the specified time from the following date: Sincerely, OWNER: Citv of Fort Collins By: Title: ATTEST: Title: 7/96 Section 00640 Page 1 SECTION 00650 LIEN WAIVER RELEASE (CONTRACTOR) TO: City of Fort Collins, Colorado (OWNER) FROM: Vogel Concrete, Inc. (CONTRACTOR) PROJECT: 6034 Concrete Street Maintenance Project -East Mountain Avenue 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 7/96 Section 00650 Page 1 OWNER or its officers, employees, agents or assigns arising out of the project for all loss, damage and costs, including reasonable attorneys fees, incurred as a result of such claims. 5. The parties acknowledge that the description of the project set forth above constitutes and adequate description of the property and improvements to which this Lien Waiver Release pertains. It is further acknowledged that this Lien Waiver Release is for the benefit of and may be relied upon by the OWNER, the lender, if any, and Surety on any labor and material bonds for the project. Signed this day of , 20 CONTRACTOR: Vogel Concrete, Inc. By: Title: ATTEST: Secretary STATE OF COLORADO ) ) ss. COUNTY OF LARIMER ) Subscribed and sworn to before me this day of 20_, by Witness my hand and official seal. My Commission Expires: Notary Public 7/96 Section 00650 Page 2 0 SPECIFICATIONS AND CONTRACT DOCUMENTS FOR Concrete Street Maintenance Project East Mountain Avenue BID NO.6034 PURCHASING DIVISION 215 NORTH MASON STREET, 2ND FLOOR, FORT COLLINS February 26, 2007 — 3:00 P.M. (OUR CLOCK) SECTION 00660 CONSENT OF SURETY TO: City of Fort Collins, Colorado (hereinafter referred to as the "OWNER") CONTRACTOR: Vogel Concrete, Inc. PROJECT: 6034 Concrete Street Maintenance Project -East Mountain Avenue CONTRACT DATE: In accordance with the provisions of the Contract between the OWNER and the CONTRACTOR as indicated above, for (Surety) on bond of hereby approves of the Final Payment to the CONTRACTOR, and agrees that Final Payment to the CONTRACTOR shall not relieve the Surety Company of any of its obligations to the OWNER, as set forth in the said Surety Company's Bond. IN WITNESS WHEREOF, the Surety Company has hereunto set its hand this day of , (Surety Company) By ATTACH: Power of Attorney and Certificate of Authority of Attorney(s)-in-Fact. 7/96 Section 00650 Page 3 SECTION 00670 APPLICATION FOR EXEMPTION CERTIFICATE DR 0172 (12NB) COLORADO DEPARTMENT OF REVENUE DENVERCO6d2B1 (305)232-2416 CONTRACTOR APPUCATION FOR EXEMPTION CERTIFICATE PursuafdtoStatute Section 39 M114(1xa)QW DO NOT WRITE IN THIS SPACE The exemption certificate for which you area pplying crust be used only fort he purpose of purchasing construction and building materials forth e exempt project described below. This exemption does not include Orapply tothe purchase or rental of equip Merl, 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 awlnad and used by the exempt organization. Arry unauthorized use oft he exemption certificatewilI result in revocation of your exemption certificate and other penalties provided by law. Aseparate 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 ofthe subcontractors, (See reverse side). FAILURE TO ACCURATELY COMPLETE ALL BOXES WILL CAUSE THE APPLICATION TO BE DENIED. egctratioriAccouY No.(to beassgnedbyD erod 0170-750 (999) $0.00 89 - �* ywyyyl A CCNITRAtTOR1NFOPMAT1ON1 ner, Trade name er, pa or corporate name Mailing address (City, State.Zip). Uontact Herson -Mail address. FederalEmployer's Identficalion Number. Bid amount foryour contract. az um er. Business teleplone rumber. ore o .1"Miding tax amount number of 4s�n V MPT(ONINFORMATM cc�ant �(itingpwtel ertitnstba2ttw-hed.�rtis { 3c n1ngplas Name of exempt organization (as shown on contract) empl organize on s number. 98 - Address of exempt organlzahon (City, State,Zip) rmclpal contact at exempt organization: Rincipal contacts telephone number. Physical location of projectsia (give actual address men applicable antl Clues and/or County ties) where project Is located) Scraduletl Mofth Jay Year Estimated Month ay Year oonstmaion start date: wmpletion data I declare under penalty of perjury in the second degree that the statements made m this application are true and complete to the best of my knowledge. Signature of owner, partner or corporate officer true o corporate officer. te. UV Pau I YYRI I L CCLV YY I nio Laae. Section 00670 Page 1 Special Notice Contractors who have completed this application in the past, please note the following changes in procedure The Department will no longer issue individual Certificates of exam ption to subcontractors. Only prime contrac- tors will receive a Contractor's Exemption Certificate on exempt projects. Upon receipt of the Certificate, the prime contractor should make a copy for each subcontractor involved in the project and complete it by filling in the subcontractor's name and address and signing it. The original Certificate should always be retained by the prime contractor. Copies of all Certificates that the prime contractor issued to subcontractors should be kept at the prime contractor's place of business for a minimum of three years and be available for inspection in the event of an audit. Once an 89# has been assigned to you, please use the next five numbers following it for any applications submitted for future projects. This should be your permanent number. For instance, if you were assigned 89- 12345-0001, every application submitted thereafter should contain 89-12345 on the application. The succeed- ing numbers will be issued by the Department of Revenue. DO NOT enter what you believe to be the next in sequence as this may delay processing of your application. Section 00670 Page 2 SECTION 00700 GENERAL CONDITIONS GENERAL CONDITIONS CONSTRUCTION CONTRACT Thew GENERAL CONDMONS have been developed by using the STANDARD GENERAL CONDMONS OF THE CONSTRUCTION CON7TRACT prepared by the Engineers Jouit Contract Documents Committee, KIMCNIo l9lo-8 (I 990 Edition), as a hise Changes to that document are shmn by underlining text that has been added and striking through text that has been deleted. F.JCDC CIENERAI. CONDITIONS 1910-9 (19% EDITION) WITH CITY OF FORT" COLLINS MODIFICATIONS (REV 9/99) ,Article or Paragraph Number &TIlle TABLF OF CONTEWS OF GFNF-,RAI. COMMONS Page Article or Paragraph Number Number &Title DErrnrrlc .. ....... . ... ...... _-_ ­1­1 I'l Addenda._ . ....... ............ ... ... _ _ .. . - 1 L2 Agreement ..........................................1 1.3 Application for Payment .......... _ �l 14 Ashestas ... ........ ... .... ...... .. 1.5 Bid 1.6 Bidding Document". .. .... 1,7 Bidding Requirements . ..... .... igBondi.................................................1 19 Change Order._ ... L1(1 Contmet Documents, .........................1131 Contract Pricc__ 1.12 Contract Times.. ... 1,13 CONTRACTOR_ ......... ............ .. 1.14 dfecnve ... __ ....... _ ...... ....... ......... 1,15 Drawings_......_._ 1,16 Eflective Date of the Agreement... .. .... 1 1.17 EINGINTER ............ __ - ' ' " " I 118 ENG[NELICs Consultant . .... ... 111) Field Ordcr, ...... __ ....... 1.20 General Requirements ...... ......... 1.21 Hazardous Waste..........._... I ___- a Laws and Regulations. Laws or Regulations.. .... ......... .. I22.b Legal holidays_ .. ................. ...... 2 1,23 Liens .......... 1,24 Milestone 1.25 Notice of Award ....... 1.20 Notice to Procced ............... .... ... 1.27 M NER 2 1,28 Partial Utilization_,....._......._..__....-..2 1.29 PCBS ................... ........................ . 130 Petroleum ....... ----_---_ 1.31 Protect..___ 132a Radioactive Material ... ...................... ' 1,112,11 Regular Working Hcwq,,, ... .......... 2 1.33 Resident Priliect Representafive,_. _ 12 134 Samples _ '_ ........ .......... .. .. .... .. L35 Shop Drawings.,...._._....._.._-_._..._....2 1.36 Specifications..................................... 2 1.37 Subcontractor, 1.39 Substantial Completion.-,..-_,.,_.,,.,_„ _ 2 1.39 Supplementary Conditions._ 2 1.46 Supplier 141 Underground Facilit ies_ ..... ..... 1,42 Unit Price Work .................................. ....3 1,43 Work 144 Work Change Directive_,_._____ _ 1.45 Written Amendment ............ __ .... Page Number 2. pRELI%-UNARY JvLATTERS ....... ......... ...... ....... 3 2.1 Delivery ofBonds., ... ....... ...... .... _ _3 2-2 Copies of Documents .. .................... 1 13 Commencement Of Contract , rmics; Notice to Proceed 2.4 Starting the work . . . . ........ ............... 3 5-2,7 Before Starting Construction, CONTRACTORs Responsibility. to Report;Preliminary Schedilcs, Delivery Of Certificates of Insurance 3-4 '.8 Reconstruction Conferenctz ... ...... 2.9 initially Acceptable Schedules,_,_._.._ 4 CONTRACT DOCUMENTS: INTENT, A\*',Nrl)IN(;, REUSE .............. .. . ..... 4 3. 1-12 Intent.,._..... ...... ................. 4 33 Reference to Standards and Speci- fications of Technical Socicftes; Reporting and Resolving Dis- crepancies 4-5 4 Intent of Certain Terms or Adjectives ..................................... 5 3.5 Amending Contract Documents.. ..... 5 3,6 Supplementing Contract Documents 3.7 Reuse of Documents, ...... AVAILARII-1-1 Y OF LANDS, SUBSUPFACE AND PHYSICAL CONIXTION& REFERENCE POINTS ,, .............. ....... ... ... 5 4.1 -Availability of Lands.. _ _ . ..... ....... 5-6 4, ^ Subsurface and Physical Conditions 6 4.2.1 Reports and Drawings ., ... .......... .... 6 422 Lim tied Reliance by CO\I'RAC- TOR Authorized; Technical Data ... ..... 6 4.23 Notice of Differing Sutisurface or Physical Conditions .................. P 4,24 F4GINi7.FR's Rev iew ........ 4 '­5 Possible Contract Documents Change. ..... ...... . . 1­1 - . 6 4.16 Possible Price and Times Adjustments., ..... ..... ... . ..... . (-7 43 Physical Conditions --Underground Facilities ... . .. . ­ I .......................... _7 43.1 Shown or Indicated 7 433 Not Shovvri or Indicated .... ...... . 7 4.4 Rf crencc Points, , I ­ I ­ I . I . I 1— ­7 w CITY OF FORT COMIN'S MODIFICA71ON'S (REV 9!99) Article or Paragraph Page Article or Paragraph page Number & Title Number Number &'title Number 5. 6. 4.5 Asbestos. PCBs, Petroleum, Hazardous Waste or Radioactive AAaterml....................7-8 K)NDS AND INSURANCE ................................. 8 5A-5.2 Performance, Payment and Other Bonds...... _ ...... ._............ . 5.3 Licensed Sureties and Insurers: Certificates of Insurance,,-,_. _: _.,...... 8 i4l C ON-rRAC1'OR's Liability fnsurancc............. _.......................... 9 5.5 OWNER'sLiability Insurance, _..__.....9 5.6 Property Insurance... 5.7 Boiler and Machinery or Addi- I tonal Property Insurance.,.- .............10 5.8 Notice ofCanccllation Prousion_._..,., 10 5.9 CON'TRACTOR'sResponsibility, for Deductible Amounts to 5,10 Other Special Insurancr __......10 5.11 Waiver ofRights._,......._.........-_,_.11 5.12S-E3 Receipt and Application of Insurance Proceeds ...... ........ .... .„lti-11 5.14 Acceptanec of Bonds and Insu- ance; Option. to Replace. ......__1..._.. 11 5.15 Partial Utilization --Property Insurance..,........_.._._..._.._..._......! 1 C'ONTRACI'OR'S REESPONSIBILITIES ...............11 6,1-6.2 Supervision and Superintendence, ,,,,,,11 63-6.5 Labor klaterials and Equipment,, 11-12 0.6 Progress Schedule .................. ._.........12 6.7 Substitutes and 'Or -Equal' Items, CO-NITR 1CTOWs Expense; Substitute Construction Methods or Procedures; ENGINEER's Evaluation 12-13 6.MA t Concerning Subcontractors. Suppliers and Others. Waiver of Rights....__................13-14 6,12 Patent Fees and Royaltics,,,,,,,,,,,,,,,,,, 14 6.13 Permits_...._...._.__..__.....-._ ., . _..14 6.14 Laws and Regulations, 114 6.15 Taus......_,,......_.............._.......,.14-15 6.16 Use of Remises._.........._,._. ....... .....15 6,17 Site Cleanliness ................................. 15 6.18 Safe Structural Loading_ ........ 15 6.14 Record Documents 15 6,20 Safety and Protection . _ _ 15-16 621 Safety Representative_._........._........la 6.221 Hazard Communication Programs„_ ,16 623 Emergencies.._. ..... _.. ..............,_.16 6.24 Shop Drawings and Samplej..............16 6.25 Submittal Proceedures: CON- . TRACTOks Review Prior to Shop Drawing or Sample Submittal_..........,_...._..._..........16 f� 26 Shop Drawing & Sample Submit- tals Review by ENGINEER, .,,16-17 6.27 Responsibility for Variatio is From Contract DocumenLk_ ... ..... 17 6.28 Related Work Performed Prior to ENGINEER's Review and Approval of Required Submittuls...,. .... I........................17 6.29 Continuing the Work ... ....17 6.30 CO1 T'RACTOWs General Warranty and Guarantee,, 6,31-633 Indemnification _.... _.. _.. 17-18 6.34 Survival or obligation s18 7. OTIllRW'ORI .,. _._.. .........is 7.1-7.3 Related Work atSite ....... .._._._..IS T4 Coordinatirnt 18 8, OWN'F:R'S RESPONSIBILITIES ...................... _ j 8 8.1 Communications to CON- TRACTOR.,...._......__ __._.__..18 82 Replacement of ENO MER,,.._IS 83 Furnish Data andPay Promptly When thu.._.........__..................IB 8.4 Lands and Easements; Reports and'resis....._..___._._._ -18-19 8.5 Insurance- ..................... ...... 8.6 Change On€ers..I...... ._...___._......E9 83 Inspections, Tests and .Approvals..._..............................19 SS Stop or Suspend Work; 'terminate COIL r€LACI'OR's Services, ............. _..,......., . _... _....19 8.9 Limitations on OWNER'S Responsibilities_ ............. _... _.. _..19 8.10 Asbestos, PCBs, Petroleum, Hazardous Waste or Radioactive Material . .19 8. I 1 Evidence of Finance] Arrangements_ .... ...._.............I9 9. ENGINEER'S STATUS D UNG COIfiSTRIdCTION -- _-- - _ 19 9-1 OWNER's Representative 19 9' Visits to Site ............ ......_.....__,,..19 9.1 Prgiect Representative,, e, ...... _..19-21 9.4 Clarifications and Interpre- tations, ... ......... 21 9.5 1Authoi'ized Variations in Wxk.,...... 21 iH LJCDC LW?.`MAL C70NDITIONS 19141.811"' E AMON] wl CITY OF FORT COLLINS MOtaFICATIOMS (REV 91'N1 Article or Nragmph Page Article or Paragraph page Number &- Title Number Number & Title Number 9.6 Rejecting Dkctjve Work ......... .. 11 -'_1 13.8-13.9 Uncovering Work at ENGI- 9 7-9.9 Shop Drawings, Change Orders NEER's Request .............. ___27-28 and payments ......................... ­ '**"*" 21 13,10 0WrNER May Stop the Work, .......... 28 9,10 Determinaticris for Unit Prices 21-22 1,111 Correction or Removal of 9,119.12 Decisiorr; on Disputes: HNGI- 1%fecfive Nklork.___ .......... _'s NEER as Initial Interpreter.,,, 22- 13,12 Correction Period .... ........ .. ,28 9.13 Limitations on ENGINEER's 1111 Acceptance ofDe .Refive Work, 28 Authority and Responsibilifics-1122-23 1114 CANINTM X4Hy Correct Defective Wark.. . ...... -- . ........ ........ - 28-29 CHANGES IN THE WORK 23 10.1 Olk-WHR's Ordered Change ................23 14 PAYMENTS TO COM'RACTOR AND 10.2 Claim far Adjustment..__._............._.23 COMPLETION............,,.......... ........ ... 29 10.3 Work Not Required by Contract 141 Schedule ofValues ... Documents 23 14.2 Application for Progress 10.4 Change Orders, ................ ... ....... 2-1 Paym ent'.. , . ....... ..... _ 10.5 Notification of Surety 23 143 CONTRACI OR!s Warrantv of Title........ ............... ............... _29 (IIANGF OF CONTRAM' PRICE ' 2 144-14,7 on-, for Review of Application -,fen 11,1-113 Contract Pri ce, Claim fir Progress Paymenis., . ........ -19-30 Adjustm ent, Value of 14.8-14.9 Substantial Completion .................. 30 the Work....-_...... .... ..... .. .... 23-24 14,10 Partial Utilization .30-31 11.4 Cost of the Work .... .. .... - -.4 -25 '4 14 11 Final 31 IL5 Exclusions to Cog of the Work--,-,..... 25 14,12 Final Application for Payment_..... ..... 31 IL6 CONTPACTOR's Fee 25 14,1-,-14,14 Final Payment and Acceptancit- ',.31 11.7 Cost Records .. ........ �.245 14,15 Waiver of Claims 11.8 Cash Pdlowances 11,9 Unit Price Work., 2(-) Is SUISPEMIM Of WORK AND TERMINATION . ...... CILALNGE OF CONTRACT UMES ,16 15A OWNER May Suspend Work. __31 121 ('farm for Adjustim ent'. 26 15'- If, 4 OWN FR may *rcrm mate. 32- 11.2 Time of the Essence 15.5 CONTRACTOR May Stop 11.3 Delays Beyond CONTRACTORs Work or Terminate, ... .... ....... 32-33 Control 26-27 12.4 Delays Beyond OAN-FR's and 16. DISPUM. RF.SOJJMON ..................................33 CONITRACTOR's Control................27 17, \4K'P',I,I.ANE0J -33 TESTS AND TNSPECTIONS, CORRECTION, 17.1 Giving Notice_..._,,., ... ... 33 REMOVAL OR ACCEPTANCE OF 17.2 Computation of Times .... DEFEC'7711' WORK .... 27 173 Notice, of Chain- 33 131 Notice of T)Lfeas ...... 27 174 Cumulative Remedi . ........ 112 Aecess; to the Work. 27 17.5 Professional Fees and Court _33 133 Tests and Inspections; Costs Included CO'N'TRACTOR's Ctioperau on,.. ... _27 17.6 Applicable State Laws .. . .... 33-34 13.4 OWNLR!s Responsibilities, Intentionally left blank__ ............ ... 35 Independent Testing Laboratory 227 135 COXTRj'%CT0Xs F-%MIT GC .A: (Optional) Responsibilities .27 Dispute Resolution -Agreement GC -Al 136-13,7 Covering Work Prior to Inspec- 161-16.6 Arbitration, GCAltion. Testing or Approval..._......... 27 16.7 Mediation- 1- . ....GC -Al L1C'1X'CENMAL CONDITIONS 1910-8 09W1 I-IXtIoNj W CITY OF FORT COU". MODIFJCATTONSWA' 9'99) INDEX TO GENERAL CONDITIONS City of Fort Collins modifications to the General Conditionq of the Construction Contract are not shown in this index Article or Paragraph Number kccept; ince of — Bonds and Insurancq, ........ ......... ... 5.14 defective Work . ..... ___111,41, 11,5, 13,13 final 9.12, 14,15 Insurance ............ ... 5,14 other Work, by CONTRACTOR 73 Substitutes and "Or -Equal" Items ... 7 1 Work by OWNER ........ 5, 6,30, 6.134 Access to the -- Lands, OWNER and CONTRACTOR responsibilities. . ..... _ ...... .... 4A site, related Work-, ..........72 Work, . .........................................13.2, 13,14, 14,9 Acts or Omissions, Acts and Omissions— CONT R-ACTOR 9,133 E 'R 6.210, 9.13.3 OWNER..___._ 6.20,8.9 Addenda --definition of (also see definition of Specificaticns)__-(L6 Y_ 1. 10, 6, 11)), IA Additional Property Insurances.,,,., ... 7 Adjustments -- Contract Nice or Contract Times_._.. _1.5,3.5. 4,L 43.2. 4.5.2. 4, 9.5_ lo? 10A, 1, 12, 14.8, 15A progress schedule, 6,6 Agreement -- definition of "All -Risk" Insurance. poliI;v form Allowances, Cash ....... _._1 , , '1] 8 Amendinp Contract Documents._.._ . ....... ...... . 3.5 Amendment, Written -- in general.- _ I- 10, 1.45, 3-5, 5 10, .5,12, 6.6.2 k8,21, 6.19, 10. 1, 10.4, 11 .2 ......................12.1. 13 112, 14,7.2 Appeal, OWNER or CONTRACTOR intent to.___ ......... .. ... . 9.10,9.11, t0.4, 16,2, 16,5 ,Application for Payment -- definition ol* I ........ ­­ .......... ....... ­ ........... _13 ENGINEER'% Rc%ponsibility.................... ........... 9 final payment__ .... 1.14, 9135. 14 12-14 15 in general _ . . _ 18, 5.6A, 9.10. 15,5 progress paymcnt­­..­ J 4.1-14,7 reviewof'.­ 14A-14.7 Arbitration 6, 1- 10 6 Asbestos_ c In im s pursuan t thereto'.. ........ S. 4.53 CONTRACTOR authorized to stop Work. 41.52 definition of, Article or Paragraph Num her OWNER respanqibi lily for 4.5.1, K III possible price and times change_..,..__._..____ 41.5.2 Authorized Variations in Work, ........ 3.6, 6,25. 6.27, 93 Availability of Lands. 4.1, 8 4 Award, Notice of - -defined . ..... . . ... .......... ... 125 Before Starting Construction......,_ ..... 2.5-28 Bid --definition of 13 (I'l, 1,10, 23, 33, 4,2,uA, 6.11 11.4-3. 11,91) Bidding Documents —definition of _.1,6(6_It2) Bidding Requirements —definition Of ........................................ (IA. 4.16.2) Bonds— acceptance of additional bonds 11.4.5.9 Cost of the Work.._.-______........-.._ .............. _11.5A defirni ion of. _1.8 deliveryof ................................................... 1, 5 1 final Application for Nyment, 14 general ....... L 11), 5.1-53, 5 . 13, 14.76 Performance, NvInent and Other ..... _ ..... .. .. 5,1-52 Bonds and Insurance --in general Builder's risk 'all-risk' policy form-.. 5,62 Cancellation Provisions, Insurance..... 5 4.11, 5-8, 5,15 Cash A1lovrances ILN Certificate of Substantial Completion 1,38, 6.30,23, 14.8, 14.10 Certificates of Inspection. ............... .. 9.13A. 13.5, 14A2 Certificates of Insurance ..... ---- 2-7, 53, 5,4,11, 5413, ­1 .... 1I.I.- ... I I � � 1 5.6-5, 5,8, 5-14, 9.13.4, 14,12 Change, in Contract Price -- Cash Allowances claim for price adjustment, 4.2.6. 4.5, 5.15, 6,8.1 9.4 I ­­ I _- 9,5, 9.11, 10.2, 10 5. IL2, 13.9, ........... I ... I ' 13,13, 13,14, 14,7, 15.1, 15.5 CONTRACTOR's fee ..... ............ 116 Cost of the Work 11.4-113 Exclusions ......................... JL5 Cost Records IL7 in general ... _1 19, 1,44, 9,11, 10A.2, 1043, 11 Lunip Sum Nuairg............................ ...... ...... 11,3,2 Notification of Surety_-..--._..., M-5 Scope of,._,..___ .. __ ............ v.3-10.4 Testing and Inspection, Uncovering the Work ................ ....... . . .... 13.9 11A1VQUNEKAL COND1110MI110-8 0WILD1110NI W CITY OF FORT COLLINS MODInCAMM 4REN'91997 Unit Price Work. 11.9 Article or Paragraph Number Value of 11.3 Change in Contract Times -- Claim for times adju&tmcnj.__,.4.1, 4,16, 4 51 5,15, 6.8.2, 9.4, 9.5. 9,11. 10.2. 10.5. 12. 1. 11111111.11I.A19, 13,13, 13 14, 14.7. t5A, 15.5 Contractual time lim its...,.,,_ . ... ...... ... 122 Delays bevand COINTRACTOWs Delays beyond OWNH.R's and CK)NTRACTORs control 12.4 Scope of change......._.........,_...-_ Change Orders -- Acceptance ofDqfec17ve Work,, 13.13 Amending Contract Documents,........_ ..........__3.3 Cash Allowances II.N Change of Contract Price,' I I Changeof Contract Times 11 Changes in the Work_ � . . .. ...... ...... '10 CONTRAM OWs fee .......... 116 Cost of the Wotk _1 1,4-11,7 Cost Recordsl­­.. d4truitionor,­ 11.11­11.1.11 ..... . ................. 1,9 emergencies. _........-_... .... __ ........ ....... _ .... _613 TNGTNT-,ERsrespmsibility._ _98,104, 11,2, 12A execution of . ........... ... __ ........... ... ____ ..... 10A Indemnifiction ' _ .... ....... __6,12, 6,16, 631-633 Insurance, Bonds and 5.10, 5,13,10.5 (AVNIER may terminate,,.,..--- .. ....... _1 5, 2-15A OWNEks Responsibility.,......._.____...__ &610.4 Physical Conditions — Subsurface and, .... ....... ...... Underground Facilities,............_ ............._4 3,1 RecadDocuments Scope of Change..,_ ............ ..... . ............. 103.10A Substitutes,._,..._............_ ........ ..... 67.3, 6.8? Unit Price Work-.._..__­­1 ...... . 11­1­1­1_1 11.9 value of Work, covered by ..... .......... ........ 11.3 Changes in the Work, , , _., . , ....... ... .... jo Notification of surety' 10.3 OXVNERs and CONTRACTOR'S resporrsibilities­-­............................ Right to an adjustment._ ... ..................... Scope of change ....... ........... __](0-10A Claims -- against CONTRACTOR..,..____....................... against ENGINEER ............ ... ............. .. .... �6.32 against OWNFR­­_ Change of Contract Price,...._ .................. .. ........... 9A, 1 L2 Change of Contract Times .......................... 9,4,111 C0\TRACT0Rs_ _........4, T 1, 9A, 9,5, 9.11, 10.2, ...­ ............. 11 '21 11,9, 111, 13.9,14 R, .15.1. 15.5,17.3 vi CONTRACTOWs Fee J 1A Article or Paragraph Number CON'TRACT01Vs liability,,,-,,.... 5A, 6, 1 _21 & 16, 6,31 Cost of the Work_., � .......... ........ 1 4, 11.5 Decisions on Djsputej- ... 11, 9,12 Dispute Resolution_,,,......,., . _ . 16,11 Dispute Resolution Agreement..........,:.,_.. ... 161-166 ENGINEER as initial interpretor __9.11 Lump Sum Pricing_ .... ......... .. ...... ....... j 1-12 Notice of 17.3 OWNFRI s ......... 9-4, 9.5, 9,11, 10.2, 11.1 11,9 . .. ..... 11L 13.R 13,13,1114,17.3 01AINMIR's liability. �., . ., ... . ­­11 111-.1.1­1. ­ ... 11 11 OWNE;R may refuse to make payment........_...-_..14.7 Profmionat Fees and Court Costs Included---__ ... .......... request for formal decision or),., ... ..................... 911 Substitute Items- ­ Time Extension,. .... .. ..... ......... ------ ...... 121 Time requirements " " " * -. 11 0.11. 12.1 Unit Price Work.. .. .. 11.931 Value of .. ...Final ''P'­ya­inn"c'"t ........... .... * ... J�13 Waiver 4 on __J4,14,14.15 Work Change Directive written notice required. L" 12.1 Clarifications and Interpretations,,,,,,, 3.6.3.9.4. 9,11 Clean Site .... (317 Codes of Technical Society, Organization or Association Commencement of Contract 'I mics Communications -- general . .................. ........ _ .......... 6.2. 6.9.2. S.1 Hazard Communication Programs, ....... _ ....... .. _622 c,orripletion.. Final Application for Payment.........................14.12 Final Inspecuon. 14AI Final Payment and Acceptance, ...... .. .... Partial (JUILZatiOn, 14.10 Substantial Completionn_ . ...... ___L38, 14.8-14.9 Waiver of Claims ........................ 1415 Computation of Times_._....... . ........ 17,2-1-17.2.2 Concerning Subcontractors, Suppliers and Others 6.8-6.11 Conferences -- initially acceptable schedules 19 precortstructioq............. Conflict, Error, Ambiguity, Discrepancy_ CONTRACTOR to [Zerx-wt. .. . ..... 25, 3.3? Construction. before starting by CONTRACTOR 2.5-27 Construction Machinery, Equipment, etc, ..... ...... Continuing the Work ........ ............. ............. _6,29. 10A Contract Documents -- Amen di ng.......... ................ ........ Bonds ..... 5.1 LX-7,IX'GENERAL CONDITIONS 191o.9 (199(l 13)[1`10N) as CITY OF, FORT COLUMS MODIFICATIONS (REV 9!"i CONTRACT DOCUMENTS TABLE OF CONTENTS Section Pages BID INFORMATION 00020 Notice Inviting Bids 00020-1 - 00020-2 00100 Instruction to Bidders 00100-1 - 00100-9 00300 Bid Form 00300-1 - 00300-3 00400 Supplements to Bid Forms 00400-1 00410 Bid Bond 00410-1 - 00410-2 00420 Statements of Bidders Qualifications 00420-1 - 00420-3 00430 Schedule of Major Subcontractors 00430-1 CONTRACT DOCUMENTS 00500 Agreement Forms 00500-1 00510 Notice of Award 00510-0 00520 Agreement 00520-1 - 00520-6 00530 Notice to Proceed 00530-1 00600 Bonds and Certificates 00600-1 00610 Performance Bond 00610-1 - 00610-2 00615 Payment Bond 00615-1 - 00615-2 00630 Certificate of Insurance 00630-1 00635 Certificate of Substantial Completion 00635-1 00640 Certificate of Final Acceptance 00640-1 00650 Lien Waiver Release(Contractor) 00650-1 - 00650-2 00660 Consent of Surety 00660-1 00670 Application for Exemption Certificate 00670-1 - 00670-2 CONDITIONS OF THE CONTRACT 00700 General Conditions 00700-1 - 00700-34 Exhibit GC -A GC -Al - GC-A2 00800 Supplementary Conditions 00800-1 - 00800-2 00900 Addenda, Modifications, and Payment 00900-1 00950 Contract Change Order 00950-1 - 00950-2 00960 Application for Payment 00960-1 - 00960-4 SPECIFICATIONS Cash Allowances 11.R Article or Paragraph Number Change of Contract Price .................................... I I Change of C`,ontract Times.-,__...._ .......... 2 Changes in the u'orl;----_..........................10A-103 check and verify_ .... _... .................. Clarifications and Interpretations.__.............._....3?. 3-6, 94, 9,11 definition of,,...._.._ ................ .. ................ . _..1..10 ENGINEER as initial interprcter of, 9,11 ENGINEER as O1 `NER's reprewntative, gavrerul3 Insurance,., _.. -_ 53 Intent ..._....__ ................................ . 3.1-3.4 minor variations in the Work .._...... ......... 3.ti 0%VN'ER's responsilvlity to famish data Ok%NFR's responsibility to make prompt ps}went............... _......... 8.3, 144, 14,13 precedence ...... L 333 Record D)ocumenis 6' 19 Reference to Standards and Specifications of Technical Societies...................................33 Related Work, ........ .............. ........................ 7.2 Repotting and Resolving Discrepancies-,,,,_ ? 5, 33 Reuseof,,..,_......_.__._._..........._.._.._.._....._.. 3,7 Supplementing ,,..... _............ ............ _.............. 3.6 Termination of ENGIINTEER's Employment,..,.... R 2 Unit Price 1}'ork..........._..................................11.9 variations....................._,---,,,-,,,,,,,,,,,3.6, 623, 6,27 Visits to Site,FsNGINEER's_____-.-_.._.._.__._.Q2 Contract Price — adjustment of,_ ........... 3.5, 4.1, 9.4. 10.3. i 1.2-11.3 Change of, _._............ ............._ ............. .......... . .11 Decision on Disputes............................._.,.......0. i 1 definition of .................................._.........-...... ] II Contract Timrs-- adjustm ent of .......... ...... _ . _3.5, 4. I.9.4, 10.3. 12 Change o1............. 12.1-12.4 Commencement of 2.3 definition of... CONTRACTOR -- Acceptance of insurance ._..__..... ....__......>.14 Communications.,,_,.,,,,,,_, .................... i 2.6.9,2 Continue Work ......... .......... .... .,._.,... 621k 10,4 coordination and scheduling ... ....._._...._.........b.9.2 definition ot.....................................................1.13 Limited Reliance on Technical Data Authorized..._..__..........___..._ ........4.2.2 May Stop Work or Terminate......_.....................15.5 provide site access to others,_,,,,,,,_,_,,. 7?, 132 Safety and Protection_ ............ ... 9.3 1.2, 6.16, 6.18, ............. ......................... 6.21-6.23, 7.2, 132 Shop Drawing; and Sample Review Prior to Submittal ....................................._, 6. Z, vii Stop Work. requirements......... C ONTRACTOR's-- Article or Paragraph Number Compensation..... _......._.11.1-11.2 Continuing Obligation-....................................14-15 Drjective Work ......... . . ... .... -- 9.6, 13.1413.14 Duty to correct defective Work .......... ..............13.I t Duty to Report -- Changes in the Work caused by P.mergency........ _......... _. _........_ ......... 6.23 Del-ecis in Work of Others,,,,,, „................ 1.3 Differing conditions..................._.____._._.4.2,3 Discrepancy° in Dkwuments2.51 3.3 ^_, 614.2 Underground Facilities not indicated..,_,-_,,,4.3.2 E•mergencies.._._.._. . __..........._..t 23 Equipment and Maehinerg Rental, Cost of the Work ................ ........1 ................ .. L4.5.3 Fee --Cost Plus11.4.5.6, 11.5.1, ............... I1.6 General Warranty and Guarantor ... .................. 630 Hazard Communication Programs ...................6.2? Indemnification .... _ __ . 6 12 6.16.6.31-6.33 Inspection of the Work ................................ 73, 134 Labor, Materials and Equipment„,-„-,-„..._ ,,6345 Laws and Regulations, Compliance by,, __ 6.14.1 Liability Insurance, ...... -............. ___ _,..... .... ;A Notice of Intent to Appeal ......... .......... ......9,10, 10.4 obligation to perform and complete theWork....................................................6.30 Patent Fees and Royalties, paid for by,,,,,,,,,,,,,,6.1_^ Performance and Other Pons ................................ 5.1 Permits, obtained and paid for by..._.._,..__.. , . ti.13 Profess Schedule, 2.5, 2.9.6.6, _..._..._.._____.................F.29, 10.4, 15.21 Request for formal decisionon disputes-,- ........ _-9.11 Responsibilitics-- Changesin the Work ......_.._...,___.._..._. 10.1 Concerning Subcontractors, Suppliers and Others., ......... 6,5411 Continuing the Work_ . ... ........... .... .....b 29, 10.4 CONTRACTOR's expense .......................... ti.7 1 CO.NTRACTOR's General Wirranty and Guarantee_ ................ . .................. 6,30 CONDRACTOR's review prior to Shop Drawing or Sample submittal_, ....... 6.25 Coordinmicn ofWork._.._......... _.._.,......_- 6.92 Emergencies ...................... ....................... ti.23 ENGIhTFR's evaluation, Substitutes or "Or -Equal" Items ......... ..6.7.3 For Acts and Omissions of Others...._ .. .................... 6.9.1-69.?. 9.13 for deductible amounts,insurance _,,.. general..._...................................6, 7:2, 7.3, &9 Hazardous Communication Programs,,,._.,., 6-22 Indemnification ................................. .. 6.31-6.33 ",'W QLMV -TXAt. CO-YDtl ONS IWO-a 1I990 LDMONm w� CITY OF FORT COMANS MODIFICATION'& iRFV 9i99i Labor, Materials and Equipment.... � , 16.3-63 Laws and Regulation-.. ­ .... .. ­­ 6,14 Liability Insurance_... •........... 5.4 Article or Paragraph Number Notice of variation from Contract Documents Potent Fees and Royalties...... . ..... Permits,--, ......... ........ _ .............................613 Progress Schedule..,...._...........__.._.............6.6 Record Documents,_..__., I—. _ � ........ related Work performed prior to ENGINEEks approval of required submittals safe structural loading ............ ............ 6.18 Safety and Protection—. 7.2, 112 Safety Representative 6.21 _ Scheduling the Work ..... .. ...... I ....... Shop Drawings and Samples.._._._.__..._... 6.24 Shop Drawings and Samples Review by �GLNMR .... .... . .. . .. .... 6.26 Site Cleanliness 6.17 Submittal procedures .... ....... 6- 2-5 Substitute Construction Methods and Procedures 6,72 Substitutes and 'Or -Equal" Items ............... ATI Superintendence, .......... ... 6.2 Supervision-.._--- Survival of Ohligatiorrs. ... .... __634 Taxes (,, 15 'rests and Inspections 115 To kePort Use of Premises_ .......... 16-6.1& 6.30.2.4 Review Prior to Shop Drawing or Sample Submittal ... .....................................6.25 ............ 6.15 Right to adjustment for changes in the Wor�;_ _ 10 2 right to claim____-..,_,. a, 71, 9A, 9,5, 9-11, 10.2,11,2, ­­­­11.912.1. 13.9, WX 15.1. 15.5. I7 3 Safety and Protecttort,­..." -1-11116.20-6:2 T2. 13,2 Safety Represenuati I ve ........... ....... ...... ...... 21 Shop Drawings and Samples ' Subm ittals ..... 6,24-6,28 Special Consultants 11,44 Substitute Construction Methods and Procedures 6,7 Substitutes and 'Or -Equal" Items, Expense............... ...... ................... 6.7.1, 6,7,2 Subcontractors, Suppliers and Others.._.,._,, 6,8-6,11 Supervision and Superintendenct,_,,._..61, 6.2, 6,21 Taxes, Payment by. Use of Premises Warranties and guarantees.- .......... O.5. 6.30 Warranty of"fitle . .. ..... 143 lVritten Notice Required-- CONTRACTOR stop Work or terminate ....... �15_5 Reports of Differing Subsurface and Physical Conditions .... ................ Z, 3 Substantial Cunipletion ......... .. . ...... 14.8 Mil CONTRACTORS --other, 7 Contractual Liabilitv Insurance 54.10 Contractual Time Limits Article or Paragraph Number Coordination— CONTRACTORs responsibility .. .......... 6.9,2 Copies of Documents Correction Period..._ .11­11_­_­ ........ ..... ...... 13.12 Correction, Removal or Acceptance of Defechre Work_ in general., , .... ___ ................... � 10A, 1. 1110,13-14 Acceptance of Defective Work..........................13A3 Correction or Removal of Defecirre Work 13.11 Correction Period. ...... .... 13.12 OWNT,R May Correct Dqfechve Work . � � ... .... . 13.14 OIV,%TFR May Stop Work .............................13.10 Ccm_ of Tests and Inspections_ ... ...... ...... ..... 134 Records] 1.7 Cost of the Work -- Bonds and insurance, additionaj ... .......... j 1,4,5.9 Cash Discounts ..............................................11A2 CONTRA('. I OR's Fee 11.6 Employee Expenses...... Exclusions to 11.5 Geiren1IIA-11,5 Home office and overhead expenses....................11.5 Lossesanddamages...............................li_4.5,6 Materials and equipment,. 11 4_2 Minor expenses, 1.4.5. N Payroll costs on changes. 11, 4, 1 performed by Subcontractors,........... ....... 11,43 Records 11 .7 Rentals if construction equipment and machinery_.......-_ ..... ­ . 11 11 4.53 1 Royalty payments, permits and license fees 11.4.5. 5 Site office and temporary facilities,.-, _.,........ 1145.2 Special Consultants. CONTRACTOR's ............. 1144 Supplemental ... ... .............. .. .. ........ 11.4.,; Taxeg related to the Work 11 4.5 4 Tests and 13A Trade Discounts ,_ .............. .... .. 11.4.2 Utilities, fuel and sanitary facilities. .... ..... __1 I4.5,7 Work after regular hours.,-,-- .............. ...... IlAJ Covering Work Cumulative Remedics 17 4-175 Cutting, fitting and patching . .. .......... ...... . 7.2 Data, to be furnished by OWNFR 83 hay -definition of...... . ..... . Decisions on Disputes .................................... .. ... ....... . 9. 11, Q 12 defective Work - Acceptance of, . .......... MA.1,13.13 LX'1X!4L1ENEKAL CONDITIONS 1919.8 tj99c, MXjjoNj WOTY01' FORT CCqJJNSM.ODaF1CAT1ONS (RF.V9,99) Correction or Removal of 10A.1, 13.11 Correction Period 13. 12- in general-- 13. 143, 14.11 Article or Paragraph Number Obw�nation by HNGMFR­ ... ....... ..... 9,2 OWNER May Stop Work....,..,,_ ............... .... 13,lo Prompt Notice of Defects . ......... .... 13A Rejecting ............. ................ . � '9_6 U noovering the Work ........ ------ .... 13.8 Definitions I Delays 4,1,6.20, ­.'­ ...................... ­­­ � 123-12.4 Delimy of Bonds— ................. ­ .._._._........,...........'A Delivery of certificates of insurance ­1 ',7 Determinations for Unit 9.10 Differing Subsurface or Physical Conditions — Notice of 4.23 FNGINIEFR's Review ..................................... ............ . ...... ....... 4�24 Possible Contract Documents Change . ......... ­4 2 5 Possible Price and Times Adjustments ..... Discrepancies-Rcporting and Resolving 2,5. 3.3.2, 6,14,2 Dispute Resolution— Agreement.........._ ..... ...... ...... Arbitration.... ... .......... general 16 Mediation.,,,__.._-...... 16.6 Dispute Resolution Agreement ..... . 16,1-16.6 Disputes, Decisions liw ENGMEER 9. 11-9. r- Documents— Copies of 12 Record6.19 Reuse of_....... .... .... . . .... 3.7 Drawings--d0finition of ........... ...... .. J, 15 Fase n i c n ts 41 Effective date of Agreement definition ­j, 16 Emergencies.,._. ........ .. ... ... 6,23 ENGINMER— us initial interpreter on disputes, ..... ....... 9A 1 -9. 12 definition of,-, I ... ­­­­ .......1.17 Limitations on authority and responsibilities ..... 913 Replacement of,.._,, Resident Project Reprcscntative.,,.,. ENGINEERs Consultant ­ definition of ,93 1,18 ENUINEEks-- authority and responsibility, limitations (ml,.,, --- 9,13 Authorized Variation, in the Work 9,5 Change Orders, responsibility for _ ­1 - 7, 10, it, 12 Clarifications and Interpretations,-- 3.63, 9A Decisions on Disputes;_. . ...........-..9.11 J.12 dsfectire Work, notice of .. . . ... ..... Evaluation of Substitute items .... ..... ­ 6.73 Liability -, ._...I——._ ............................ 9-12 Notice Work is Acceptable...--,_ _.. _ ­ ........... ­ 14,13 Observations........... ­­­ ....... ­­ ­i,30-1, 92 OWNER's Ropric%entative 9.1 Payment-, to the CONTRACTOR, Responsibility foe-- .... ­ .... ­ ... ..... . 9.% 14 Recommendation of Payment .... ­ ....... ­­.14,4, 14-13 Article or Paragraph Number Responsibilities --Limitations on,. . . .. ..... 9.11-9,13 Review of Reports on Differing Subsurface anti Physical Conditions—— 4-2 4 Shop Drawings and Samples, review responsibility 6.26 Status During C(ruitruction.- authorized variations in the Work Clarifications and Interpretations ...... 94 Decisions an Disputes........... .......... 1-9.12 Determinations on Unit Price 9-10 HNGIN[EER as Initial Interpreter ...... ENGrNFER's Responsibilities ....... Limitations on RNGINEFR's Authority and Responsibilities ..................... ... .. 9,13 01MINIER's Representative_..., .. . .. . . .......... .. 91 Project Representative......__._..._ , .......... 9.3 Rejecting Deftwive Vkork......... ...... ...... Shop Drawings, Change Orders and Pavirients 9,7-9.9 visits to Site,,........._....._...__.-_-..____ R, Unit Rice determinations 9.10 Visits to Site ....... 91 Written consent required .............................. ............... 2, 9A Equipment, Labor, Nfitterials and.- .... ....... 6,3-6, 5 Fq uipm ent rental, Cost of the Work. I _ „ 11,4.5.3 Equivalent Materials and Equipment.....,.. _ _....... ... e,7 error or omissions 633 Evidence of Financial Arrangements., ...... ............ 8AI Explorations of physical conditions ... ............... Fee, CONTRACTORs—Costs plus ­." Field Order— definition of..,... 1.19 issued by ENGINEER,__........_._.... . 3.6,1. 9.5 Final Application for Payment,,, 14,12 Final Inspection............. ............................. 34,11 Final Piyment­ and Acceptance 'llovnces 13-14 14 Prior to, for cash i I 1.8 General Provisions 17.3-17A General Requirements — definition of principal references ­6,6A,6.6-67,0,24 Giving Notice Guarantee of Work —by CONTRACTOR, 6 ' 30, 14.12 Hazard Communication Programs..._ 61 hazardous Waste -- ...... definition of general . .... ...... ...... ­ ........ A5 OWNF,R's responsibility for - .... ............ 8 11) L'X,W (UNItAL C7(J1"71()NSJ91()-8f1990 ED1110N) W: (ITY OF FORT COLLINS MurAni7AT7C)N1.% jRFV 2f,99) Indemnification....._- , , ­­­ 6 121 616, 631-6-33 Initially Acceptable Schedules.. I .. _ ...... 2,9 Inspection— Certificates of--._„-..,._-.,-...._...... 9.13,4. 13.5, 14.12 Final Article or Paragraph Num ber Special- required byl-NIGUNMER 9.6 Tests and Approval.,_,_,,,,_,,,,,,,,,,,,,,,, 7, 13.3-13A Insurance — Acceptance of. by OWNER Additional, required by changes in the Work, Before staring the Work_ Dunds and --in general ' Cancellation Provisions..,..,_-.........._.._._-.__.. 5.8 Certificates of 2 7, 5, 5,3, 5.4,11, 5.4,13, .......... ....... 5,13, 5,14� 9 13 4, 14,12 cninpleQ operations 5A 13 CONTRACTOR's Liability 5 4 CONTRACTORs objection to coverage,.,..., 5.14 Contractual Liabilitv 5 4,10 deductible amounts, CONTRACTOR's rcspmisibiI1tv­.1­­_.......... ­ .........................5.9 Final Application for Payment, ..... 14,11- Licensed Insurers 5.3 Notice requirements, material changes ........ 5.8. 10.5 Option to Replace, ... ..... _ >. 14 other special insurances .. ...... ... ___ ............ 5,P) OWNER as fiduciary for insureds ... OWNER's Liability 04lINIER's Responsibility --- ....... ....... 8,5 Partial Utilization, Property Insurance-_, -, ..... __5. Is protvrt), .............. ------ Receipt and Application of Insurance Proceeds.............................................. 5.12-5.13 Special Insurance_.._. ..... . __ _ ....... Waiver of Rights ....... ....... ......... Intent of Contract Dcxumenis . .. .. ...... .... 3.1-3.4 Interpretations and Clarifications.....-....._.. ...... 3 63, 9.4 Invt-aigations offibysical condi I] (In 4, 2 Labor, Mincrials and Equipment ........... . ........... 6 3-6 3 Lands -- and Easements Availability of......,.,... _....... ...... 1,L 8.4 Reports and Tests - ... .............. _ __ ..... Laws and Regulations --Laws or Regulations-- Bonds Chances in the Work Contract Documents CUNTRACTOR's Res;ponsd5jlities__, _61 14 Correction Period. defective Work ....................13.12 Cost of the Work-, taxes. . ........... ......... 14.5,4 definition of 1.22 gcncml6 14 Indemnification X 6.31-633 Insurance 53 Precedence...._.. 11, 33.3 Reference to Safety and Protectioii" 6.20, 112 Subcontractors, Suppliers and Others --- __6,8411 Article or Paragraph Num her Tests and Inspections.,..,, _ ............ ......... 115 Use of Premises 16 Visits to sfte.,. 9" Liahilitv Insurance_ CONTRAC- O)Vs I r ............................................... .. �A OWNEWs Licensed Sureties and Insurers 53 Liens -- Application for Progress Payment, .......... . 14-2 CONTRAM'OR's Warranty of Title.-_--. , , _ 143 Final Application for Payment ..... ............ ....... 114,12- definition of 1.21 Waiver of Claims....... ............... 14,15 Limitations on ENGINEER's authority' and responsibilities__._...._913 Limited Reliance by CONTRACTOR Authorized......... .......1......, 41- Maintenance and Operating Manuals -- Final Application for Payment. .......... ... ...... 14.12 Manuals (of others') -- Precedence. _. , __ , __ . __ 3 331 Reference to in Contract Tkauments., .... ........... 33.1 Materials and equipment -- furnished by CONTRAC'MR, 63 not incorpuratcd in Work 14.2 Materials or equipment--equivalent-1 ... ........ 6.7 Mediation (Optional)..__.__._ ... ....... _16,7 Milestones --definition of ........................................1.24 Misccllareous-- Computation of Times T2 Cumulative Remedies. _1 7.4 Giving Notice__.-„_,,,,,, ...... 17.1 -Notice of Claun Ptotemoonal Fees and Court Costs Included 17.5 Multi -prime contracts,-_......___. . ...... ............... 7 Not Shown or Indicated., 43, Notice of -- Acceptability of Project 14, 13 Award, definition of .... ....... Claim ......................1.7.3 Defects,131 Dif[cring Subsurface or Physical Conditions_ 4,2 3 riving _ ___ _ ............ Tests and Inspections 133 Vartatuoik Shop Drawing and Sample,, ............. ¢.27 Notice to Procced.- definition of ..... .... ................... * .... .. ..... I .,6 _ giving of I EX'IX.'GENLKAL CONDITIONS 1910.8 (IM' EDITION) W" CTTY Or FORT MUM MODIFICATION'S (REV 9-99) Notification to Surety. 10.5 Observations, byHNGINEER * .2 6,30,9 Occupancy of the Work ...................5.15, 6.30.2.4. 14. 10 Ornissions or acts by CONTRACTOR„__. _........ 0.9, 913 Open Peril policy form, Insurance__... ­­­­ --------- 5-6.2 Option to Replace ............................................. ... _5, 14 Article or paragraph Number "Or Equal" Items__ .. .. ............ ...... - ........ .. __ ........ 6.7 Other work 7 Overtime Work --prohibition of.__.._.............__..__..63 OWN V R-. Acceptance ofdefiective Work.......................... 13,13 appoint an ENGINEER,_,,,._....._ ......... ... ­1.1118,2 as fiduciary . .. ...... .. . .... ........ 5,11-5 13 Availability of Land;, responsibility,__ . .. ... 4.1 definition of ...... ................ ... ..... ......... _1,27 data, furnish 8_3 May Correct Defective Work ......................... I ' 3,14 May refuse to make payment„_,,._., -- .......... � 11.4,7 May Stop the Work ..... ...... ...... ....... 13 10 May Suspend Work, Terminate , , . _ - ....... _&S, 13,10, t5,1-15A Payment. make prompt .... __ .... __ ... , 83, 14A, 14,13 performance of other work 7.1 permits and licenses- require.mrnt,sl-.,,,.,,.,,..,,-,, 6,13 purchased insurance requirements - CAVNERs-- Acceptance of the Work, .. .... _,_63(Cs Change Orders, obligation to execute-, ........ 8,6, 1 (14 Communications................................................5.1 Coordination of the Work 7A DispuLes, request for decision,,,.,,_. ........ __9, I I Inspections, tests and approvals....__.._...., 8.7. 13A Liability Insurance...__._......__ . ...... ....... Notice; of Defect Representative--During Construction, E-NGINHER's Saatws Responsibilities— Asbestos, PCBs, Petroleum. hazardous Waste or Radioactive Material 8,10 Change Orders ... ...... ....................... 8.6 Changes in the Work , .. . .... _10A communications 8.1 CONTF-ACTORs responsibilities................. 8,9 evidence of financial arrangements .... _ ....... I.S.11 inspections, tests and approvals ..... ­­­._ _8 7 insurance ...................................................... lands and easements'.. ... 8A prompt payment by. 83 replacement of ENGINEER....._.- ............. -8—, reports and tests......,_.,.._....,.., _ . I ... I 8 4 stop or suspend Work ..... .... ....... 8,8, 13,10, 13 1 15.1 terminate COTN'TRACTORs services, ........ ...... ........ 9.8, 1 j1 separate representative at sit...............................r9.3 testing, independent use or occupancy of the Work-......,_....... written consent or approval 14.10 required ................. .... _ .............. _9.1, 63, 114 LAIV CWNIRAL CONDnicws iqio-s o", L'orrioN) w! C'TT)'OF FORT COLONS MODMCK170M 4RFV 9?"1 Article or Paragraph Number written notice requited ......... ..... 7-1, 9,4, 9. 11, . ........... 112, 119, 14,7, 154 PCBs -- definition of general,,.,,, .... ...... ...... -43 OWNER's responsibility fur, ...... ..... .8.10 Partial Utifization-- definition general 6.30.2.4, 14,10 Property Insurance ..... 5 15 [latent Fetesand Royalti".. Payment Bonds . . .... .. .------- ............. Payments, Recommendation of ... 14 4-14 7, 14.13 Payments to CONTRACTOR and Completion— ,kpplicaticar for ProgressPayments . ..... ....... CONI"RACTOR's XVarrarrivol"I'the Final Application for%waInk .........................)4.12 Final Inspection....... ...... 4 11 Final Payment and kccepimrice.., ____14 13-14 14 general ...... ........ . ... ........ _83, 14 Partial Iftiltzation.., 14.10 Retarnage..........................................................142 Review of Applications for Progress Paym ents ---- ----- 14.4-147 prompt payment $3 Schedule of Values Substantial Completion 148-149 Waiver of Claims_ ........... ........... 1415 when payments due....__...................... 14A, 1413 withholding payment 14.7 Performance Bends,._ Perm its 6.13 Petroleum -- definition of... .......... ............ ......... ).31r general........ ...........................................4 5 O"AWER's responsibility for_ ........... . ....... 8.10 Physical Conditions -- Drawings of, in or relating to, . ..... 4-11-2 FNGTNFFR's review ....... 42A existing structures .4.2.2 Notice of Differing Subsurface or... ........... . Possible Contract Documents Change .... 4. 15 Possible Price and Times Adjustments, ..... ........ 4,16 Reports and Drawings ......... .. ...... ____ ...... 4.2,1 Subsurface and,...__ ............ .. ...... . 4. 2 Subsurface Conditions 4. 2 L] Technical Data, Limited Reliance b) CONTRACTOR Authorized 4. 2, 2 Underground Facilities -- genera l ............. .. I ........... ..... 43, Not Shown or Indicled Protection of......... ..... _ ............. .......... 43,6-20 X11 .Article or paragraph Num her Shown or Indicated ..... . .. ... 4.3.1 Technical Dids 4.2,21 Preconstruction Conference 2.8 Preliminary Matters 111-clim inary Schedule.%,, ......... ........ Premises. Use of Price, Change of Contract, Price, Contract --definition Progress Payment, ;kplilications for..,. _.. .... ......... 142 Progress I'ayment­rctainage, ... - ................ __ - 142 Progress schedule, CONITRACTORs ..... 18, 19, - .... 1­.­­­'­. 6.6. 6.2Sk 10.4, 15.2.1 Project --definition of 1.31 Project Representative— ENGINEERs Status During Construction._,.,, 931 Project Representative, Resident --definition of I I 33 prompt payment by OWNFR ......................................83 Property I nsurance-- Additicrial genwraB.6-i.l() Partial Utilization 5. 15, 14 M2 receipt and application of proceeds-,..... __5J2-*i 13 Protection, Safety and,,,,,,,,,,,,,,,,,,,,,„.,,,,, ...... fi,20_621, 13.2 Punch list . .......... 1411 Radioactive Nlaterial_ defintiun of,, ...... ............. ........ 132 OWNKR's responsibility for .............................. lo Recommendation of Paymcn.................14.4, . 14 5, 14.13 Record Documents 6,19, 1412 Records, procedures for maintaining„-,,,,,,,...._....._ .. 2.8 Reference Points.._..........,_. .. ... ..... . . 4.4 Reference to Standards and Specifications of Technical Societies 13 Regulations, Laws and (or) ......................................6.14 RqrectingDefeefiveWork...... . .... ..... . _9,6 Related Work -- at Site ......... ..... .... ....... 7.1-7.3 Performed Prior to Shop Drawings and Samples submittals review ............. 6, 28 Remedies, cumulative...___..._ ....... _ ....... �174, ITS Removal or Correction ofl)efectrve Work., ._ _ _13,11 rental agreements, OWNER approval required,_ 11,4.5.3 replacement of ENGINEER by OWNER_ ...... 8.2 Reporting and Resolving Discrepancies .... ........... .............2.5,33.2, 6 14.2 Repeats-- and Drawings_..._, ...... 4.21 and Tests. OW NER's responsibility,,..-. _. 8A Resident and Project Representative -- definition of ... 1111-1-11-.1- ... __ ..... I I 33 provision for ......... ...... .............. ......... ........... _:9_1 LX_1X* (11-NEk AL VOINDI 11ONS 1910 4 4 1990 EDITION) Vi CITY OF FORT COUINS MODIFICATIONS (REV W99) Article or Paragraph Number Resident Superintendent, CO-N'rICACrOWs.l..,,.,,,.,.,,,6-2 Responsibilities— CONTRACTORs-in general ..................... ........... . 6 ENGINEEICs-ingencral,.... Limitations cat........ ......... ........._.__._.9.13 OIANIE,Rs-in Reiamage........... ....... ......... ..... 142 Rcusc of Docurnents 17 Review IT CONTRACTOR: Shop Drawings and Samples Prior to Submittal,__ .... ............... 6.25 Review of Applications for Progress Pity-ments'... Right to an adjustment Rights of Way 4.1 Royalties, Patent Fees and .......................................6 ...... * . ..... ..... * ............. ... 612 Safe Structural Loading......... ....... Safety — and Protection, ........ 4.12, 6.16, 6.18, .... .. 620.6.21, x.1 1, T2, 112 general.. ...... _ ...... ... __ .......... _.6.20-6.23 Representative, CONTRACTOR's......................G.21 Samples-- definition of-1.1-111111 1.34 general ........ 11 --- 6.24.6.28 Review by CONTRACTOR. .... ...... _6 25 Review by EN(;INFHR___ ... ... 626,6,27 related Work submittal of 6-24.2 submittal procedures 6.25 Schedule of progress.._-- _6, 2.8-2.0, 6.6, 10A, 15.2 1 Schedule of Shop Drawing and Sample Submittals,..._ .. ............ 6, 2, R-2 9, 45,24-6.28 Schedule of Values .16,18-2-9, 14.1 Schedules— AdhcrvnccIo................ Adjusting.._......,.....__............_ .......... .......... . <.6 Change of Contract Times ..... ........ 10.4 Initially Acceptable 19 Preliminary.. ........ .. . ..... 26 Scope of Changes..,.__,........ ...... ..... -------- J03-10.4 Subsurface Conditions Shop Drawings — and Samples, gcneral................................ 4-6 28 Change Orders 8, Applications for Pa}mcnts, and, 7-9,9 definition of 1.35 FNCTINEHR's approval of .... . ... 116, 2 : ENGINEER's responsibility for rcvrcw. .............. ........... . ..9,7, 6.24-6, 28 related Work 6.28 review procedure................................ 2 x, 6.24-6.2-8 Article or I'aragraph Number umber submittal required....._ ... ........... ........... _6.224 1 Submittal Procedures 6.25 use toapprove substitutions 6.73 S S hown or Indicated Site Access 13,2 Site Cleanliness Site, Visits lo— b% ENGINEER 9.2, 13.2 byothers. _.. .special causes of loss' Policy form, insurance definition Specifications— defination of. .......... .. of Technical Societiesreference to 3-3,1 precede nce.................. .............. 13 Standards and Specifications of Technical Societies 33 Starting Construction. &-fore. ... .... ...... 15-18 Starting the Work.._ _.. . ... . 2A "top or Suspend Work — by CONTRACTOR ....... , 5 in, OWNFR 13-16, 15,1 Storage of materials and equipment .......... ...... _41. 7_2 Structural Loading. Safety_._ .... ... Subcontrartow— Concerning................................................ 84 11 definition of„,,,,,,,,,,,,,,,,,,, ....... ...... J.37 delays 12.3 waiver of rights,...._,......_., ........ ....... o. I I Subcontractors --in general .......................... ..... 6.8-6.11 Subcontracts —required provisions.,-,._J�. 11, 6,11, 11,43 Subm juals— Applications for Payment.,..,..._.. .... ....... 14-1 Maintenance and Operation Manuals 14,1: Procedures,,,,..,-, ............... Prowess Schedules 16. 2.9 Samples .... ............................. ................. 6.24-&28 Schedule of Values ........... .....................................2.0, ..... * , "" 2.0, 14,1 Schedule of Shop ra Drawings and Samples Submissions__......._.. 2.6, 2.8-219 Shop Diawings,­.—I-1-1-1— ........ .......... 6.24-6.28 Substantial Completion — certification or ......... ..... 6. 30.23, 14,8-14,9 definition of 1.38 Substitute Construction Methods or Procedures 6 7,2 Substitutes and "Or Equal" Items_ _63 CONTRACTOR's Expense.,... ....... ................ .....6.7.1.3 HNGINIHEWs Evaluation 73 "Or -Equal`. Substitute Construction Methods LAW OUNIXAL CUINDHIONS 1911)-3j199)E1)llI0N) WC1TY OF FORT COLLINS MODIFICATIONS IRFV9o99) .Article or Paragraph Number ,x Procedures......,,..,. ­ ................. ... 6,7. 2 Substitute Items............_.... — .......... 117,1,2 Subsurface and Physical Conditions -- Drawings of, in or relatrig to .. .... 4.2,11 ENGINEIER's Review general.........._..... 4.1 Limited Reliance by CONTRACTOR Authorized. 4.12 Notice of Differing Subsurface cr Physical Conditions,, ........ ­ ...... ............. Physical Conditions_ ­ ........ .... ... .. .. 4.212 Possible Contract Doutunents Change-, . ......... Possible Price andTimes Adjustments,.... .......42.6 Reports and Drawings . ... ......... ­ ........ .. 4.11 Subsurface and Subsurface Conditions at the Site 42.1.1 Technical Data. ........ Supervision— CONTR-ACTOR's responsibility, 61 OWNER shall not supervise ................................89 FNGfNFFR shall not supervise ................92, 9.13-- Superintendence. .... 6.2 Superintendent. CONTRACTOks resident .... .. ...... _ 6,2 Supplemental costs.._...._........_...._......._.......,., 1 L4,5 Supplementary Conditions -- definition of ... .............. ­­ ........ ;39 principal references tq........... ..... I . 18, 12, 17, 4,2. 43, 5.1, 5.3, 5,4. 5,6-5,9, . ..... 5.11 , 6. S. 6.13, 7.4, N. I 1, 9.3, 9.10 Supplementing Contract ct Dov-urn enus. - ...... ..... 16 Supplier -- definitionOf......................................................1.40 principal references. to,,,.,,._, 3,7, 65, 6,94 11, 6.21), 6.24, 9.1.3, 14,12 Waiver of Rights, ... ....... ­ � ........ ......... Surety — consent to final payment ....... ­­ ...... I14.12 - 14,14 FNGfNFF,R has no duty tq, .... .......... ­.­ .... .... 9.1- Notification of 101, 10.5, 15.2 qualification of.,-__.__....._ - --- --- SA-5 3 Survival of Obligations_ ..... .. ........... ..... ­ .. .... 6.34 Suspend Work. OWNER May. _ ... . ..... ­­­ ... 13. 1 o. 15.1 Suspension of Work, and Termination-,__...,,_ ........ .. I CONMACTOR May Stop Work or Terminate 15 5 OWN Ek May Suspend Wcrk ­ ­ 15A OWNER May Terminate— . ........ ­ 15.2-15.4 Taxes --Payment h%, CONTRACTOR-- ..... ............. 15 Technical Data -- ,6 Limited Reliance by CONTRACTOR,,,,,,,,,,,,,,,, 4.2,2 Possible Price mid Times Ac1ju%tmem4 ..... ... 4,2,6 Reports of Differing Subsurfacc and Physical Conditions.... ..... x1v Temporary construction facilities 4 1 Article or Paragraph Number Termination_ by CONTkAC'FOR ...... 155 hV OWNI; R 15 1-15,4 of ENG1NHER5 employinent,.., .. ....... 8.2 Suspension of Work-in general..._...._ ..... ... ....... JS Terms and .Adjectives....,... _....­­ 34 Tests and Inspection --- Access to the Work, by others ......... . CON"I RACTOR's rem-Anisibditim .. . ..................13.5 cost of 114 covering Work prior to .. ..... 116-13.7 Laws and Regulations fur').......... ........ . .......... 13.5 '.notice of Defects. . ----- ­­­­­ ­ . ...... ­ 13,1 OWNFR May Stop Work......._...__., OWNFR's independent testing ..........................13A special, required by kN(;lNI:kR ...... 1111-1-1 9 6 timely notice required,,.,,.,..- ...........134 Uncovering the Work, at ENGM�ER,s request,- .... . ..... 13,8-119 Times— Adjusting...... ......... ......... .................. 6.6 Change of Contract 11 Computation of 17.2 Contract Times--defiration 1.12 day 172-2 Milestones..................................... .. Requirements— .... ....... appeals ..... ...... ...... ... .. ..... .. .... . 9,10, 16 clarifications, claims and disputes-_„_............ 9.11, 111. 12 Commencement of Contract Times,_.._,_.,__._. 23 Preconstructi on Conference. ... 8 st,bedules ...................................... . .. ............ ­ 16,29,06 Starting tarting tiic'1` 2A Title, Warranty of, ......... 14.3 Uncovering Work . ........ " 13.8-13.9 Underground Facilities- Physical Conditions— definition of . ......... * . ........ ........ .. ............ 1,41 ;not Shown or Indicated 43.2 protection of...., 43. 620 Shown or Indicated Chit Price Work-- clitins 119.3 definition of generall 19, 14 1, 14 4; U'nit Prices. - general 113.1 Determination for--..--- ..... to Use of Premises 6 18, 6.3(j,24 Utility o%mers ............................6.13, ................... 6 13, 6 20, 71-7.3, 112 Utilization, Partial___....__.... -1,28, 5.15, 6-30.2.4, 14.10 Value of the Work ................................................... 113 Values, Schedule of, , � ........ . ..... . ­2116, 2.8-2.9. 14,1 EX'LX'(1ENEK At. CONDITIONS 19ho-8 (1990 11,311-10N) W OTY OF FORT (-'C)11,TNSMODIFICATIC)N% (REV 9,99) Variations in Work --Minor Authorized, ....... ...... 6,25, 6,27, 9.5 Article or Paragraph Number Visits to Site. -by ENGDIEER.................................... 9,2 Waiver of Claims --on I'mal Payment 14,15 Waiver of Rights by insured partic5_ ......... 11. 6.11 Warranty and Guarantee. General --by C(_')NTR,AC'TOR I I . I I - 1. 1. . _. 1. 1 1 .......... 6_30 Warranty of Title, CONTRACTOR's ........ __ ...... '14 3 Work_ Access to 112 byothers ............................................................... Changes in the ..... ------ ........... ........ 10 Continuing the,, _.. _ ... .... 6 29 CONTRACTOR May Stop Work or Terminate_ .... ... ..... .......... ...... 15.5 Coordination of Cost of the definition of 43 neglected by CO.NTRACTOR, .........................1.3.14 other Work OWNER May Stop Work OWNER May Suspend Work,, .......... _ .... J3.10,151 Related, Work at Site ­­ ................... ...... ... 71-73 Starting the,..._.._ 24 Stopping by CONTRACTOR 15. S Stopping bg OWINER ....... ........ Variation and deviation authorized, minor ,,36 Work Change Directive — claims pursuant to . .............. ........... ..... jU definition principal references .............. 3.5.3,10.1-10.2 Written Amendm ent­ definition of .............. ...... .145 principal references tq,, ... 1, 10, 3-5, 5, 10,1 i 11, ......... G 6. 2, 6 8.2 619, 10.1, 10A, 1. 1.. 11 1- 12- 1, 1312. _1 14,7 2 Written Clarifications and Interprelations_._,.._.__ .. ..... . ' 3.6.3. 9.4. 9.11 Written Notice Required — by CONTRACTOR ............................7, 1, 9,10-9, 11, 164, 11,2, 12A 17YOWNER ...... 11, 104, 11.2. 13.14 xv EJCW (4WERAL CO'"IRN5P141.8 i1WtUj)jjj()Nj WY 011'(T FORT COLONS MODIFICATIONS IRFV 9!991 (This page left blank intentionally) xvi LXAxC GENERAL MNIXTIONS 191o-s )I996 Ew rtON� w CITY OP PORT COLD S MODIFICATIONS (REV 9199) SECTION 00020 INVITATION TO BID 07/2001 Section 00020 Page 2 GENERAL CONDMONS ARTICLE 1-DFRNITIONS Wherever used in these General Conditions or in the other Contract D ocumeNs the following terns have the meanings indicated which are applicable to buth the singular and plural thercof. i I Addenda --Written or graphic instruments issued prior to the opening of Bids which clarify, correct or change the Bidding Requirements or the ('owner Documents. 1.'__ Agreemew—The written contract between OWNER and COia'fRACDOR covering the Work to be performed; other Ctmtract lkeumcnts are attached to the Agreement and mace a part thereof as provided therein. 1.3 41)plicanon for Payment—T he form accepted by ENG1NFER which is to he used by (7ONTRIC'TOR in requesting progress or final payments and which is to he accompanied by, such supporting documentation as is required by the C'nnract. Documents, 14, Asbestos —Am' material that contains more than one percent ashestos and is friable nr is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and 1-lealth Administration. 1 Bid —The offer or proposal of the bidder submitted on the prescribed fonts setting firth the prides for the Work to be performed. 16_ Bidding DocumerMv—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). 1.7. Riddurg Reyuimments—The advertisement or invitation to Bid instruction to bidders, and the Bid form. 18 Bonny —Performance and Payment bonds and other instruments of security. 1.9 Change Omer —A document recommended by ENGINEER, which its signed l+y CONTRACTOR anal OW'NEK and authorizes an addition, deletion or revision in the Work, or an adjustment in the Contract Price or the Contract Times, issued on or after the Effective Date of the Agreement. 1.10, Contract Docnmeras—The Ageement, Addenda (which pertain to the Contract Documents), CON1'RAt"1'OR's Bid (including documentation accompanying the Bid and any post Bid do:umemation submitted prior to the Notice of Award) when attached as an exhibit to the Agreement, the Notice to Procetxf, the Borals these General Conditions, the Supplementan Conditums, the Specifications and the Drawings as the EK W9OENFR AL CON1LTIONS 191(4 (1990 b ditim) wtj CITY OF FORT COLLLN'S MODn7C ATIONS (REV 4,120 n same are more specifically identified in the :Agreement. together with all Written Amendments, Change Orders, Work Change Directives Field Orders and ENGINEERS written interpretations and clarifications issuul pursuant to paragraphs 3.5, 3.6.1 and 3.6.3 on or alter the Effective Mte of the Agreement. Shop Drawing submittals approved purmant to paragraphs 626 and a=7 and the reports and drawings referred to in paragraphs 4.7.1 and 4.2.2 are not Conrad Documents. 1.11. Contract Price —The moneys payable by OWNER to CONTRACTOR for completion of the Work in accordance with the Contract Documents as stated in the Agreement (subject to the provisions of paragraph 11.9.1 in the case of Unit Mk ce Work). 1.11 Contract limes —The numbers of days or the dates stated in the Agreement' it) to achieve Substantial Completion, and (ii)tc complete the Work so that it is ready for final payment as evidenced by I-NOMFER's written recommendation of final paymert in accordance with paragraph 14.13. 1.13. COAfMACTUR--The person. firm or corporation with whom OWNER has entered into the Agreement. 1,14_ defeenve—An adjective which when modifying the word Work refers to Work that is unsatisfactory, faulty or deficient in that it does not conform to the Contract Lkxarments, or does not meet the requirements of any inspection, reference standard, test or approval referred to in the Contract Documenm or has been damaged prior to ENG12NEEWs recommendation of final payment (unless responsibility for the protection thereof has been assumed tw OW'NER at Substantial Completion in accordance with paragraph 14 R or 14.10). 1.15. Diamngs—The drawings which show the scope, extent and character of the Work to be furnished and performed by CONTRACTOR and which have been prepared or approved by ENGINEER and are referred to in the Contract Documents. Shop drawings are not Drawings as so defined. 1_16 Eftcrive Date of the Agreement —The date indicated in the Agreement on which it becomes effective, but if no such date is indicated it means the date on which the Agreement is signed and delivered by the last of the two parties to sign and deliver. 1 17_ EhOINMR—The perxm, firm or corporation named as such in the Agreement. 1.18. EUGLLEER's Cwnsndlant—A person. firm or corporation having a ctmmiLh with ENGINEER to furnish services as ENGINEER'S independent professional associate or consultant with respect to the Project aril who is identified as such in the Supplementary Conditions. 1-19- Field Order —A written Order issued by ENGIINEER which orders minor changes in the Work in accordance with paragraph 9.5 but which does nor involve a change in the Contract Prior or the Contract Times. 120. General Regairearents—Sections of Division 1 of the Specifications. L21 Hazardous Wane —The term Hazardous Waste shall have the meaning provided in Section JfXA of the Solid Waste llispcwal Act (42 USC Section 6903) as amended from time to time. 1.22.a_ Laws and Regulations,- Laws or Regulations. —Any and all applicable laws, rules, regulations, ordmarcm comes and orders of any and all governmental bootie, agencies, authorities and courts having jurisdlit2ron i 22 b Legal Hohdms shall be those holidays observed by the City of Fort Collins. 113, Liens —Liens, charges, security interests or encumbrances upon real prnpetu or personal property. 124. Ji lesion -:A principal event specified in the Contract Documents relating to an intermediate completion date or time prior to Substantial Completion of all the Work. 1 25. Notice of Award —A written notice hn- OWNER to the apparent successful bidder sating thatupon compliance t4, the apparent succ:,--�sful bidder with the conditions precedent enumerated therein, within the time specified. OWTNMR will sign and deliver the Agreement_ 1.26. Notice to Proceed --A written mince given by OWNER to CONURACTOR (with a copy to ENGINEER) 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 T 27, t?UXER—The public body or authority, corporation, aw, )ciauon, firm or person with whom CONTRACTOR has entered into the .*ecmcnt and for whom the Work is to be provided. 1.-28. Partial Urilizarjom Use by OWN- M. of a substantially completed part of the Work for the purpose for which it is intended for a related purpose) prior to Substantial Completion of all the Work. 1.29. PCHa—Polychlorinated hiphenyls. 1..30. Petroleun--Petroleum, including crude oil or raw 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 no n-ilazardius 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. I.32.a. Radiorntnw,ifaterial—Source. special nuclear. or kwprodua material as defined by the Atomic Hnergy .Ad:[ of F'id'1?CL3E?v'F.�tAI, GCe-WI31710'�:: lY lUS (199a �AEig11 ww-QTY OF FORT COLW Say MODI ICATftTVS rREV 4,2WO) 1954 (42 LTSC Section 2011 et seq) as amended from time to time. 1321hRegular K'oridne Hours --Regular wdrkine, hours are defined as 7tlCaam to 6:CK1t _unlc§a otherwise specified in the General Requirements 1.33. Residua Pmlect Representative --The authorized representative of ENGIIv=1 who may be assigned to the site or am part thereof. 134. Samples —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 155. Shop Drawings —All drawings, diagrams, illusuations, scledules and other data or information which are specifically prepared or assembled by or for CONTRACTOR and submitted by CO\'TRACTOR to illustrate some portion of the Work. 136. Specification —Those portions of the Contract Documents consisting of written technical descriptions of materials, equipment, construction systems, standards and workmanship as applied to the Work and certain administrative derails applicable thereto. 137. Subcontractor ---An individual, fine or corporation having a directcontract with CONTRACTOR or with any other Subcontractor for the performance of a part of the Work at the site. 138_ Suhsianrial Completion --The Work (or a specified part thereof) has progressed to the point where, in the opinion of ENGINEER as evidenced by ENGL=RS definitive certificate of Substantial Completion, it is sulliciently complete, in accordance with the Contract Documents, so that the Work (or specified part) can be utilized for the purposes for which it is intended, or if nu such certificate is issued, when the Wcdc is complete and ready for final payment as evidenced by F.NGT T.F11's written recommendation of final payment in accordance urnh paragraph 14,13, The teams "substantially complete" and "substantially completed' as apphid to all or part of the Work refer to Subsumtial Completion thereof 1.39. Srlpplementary Conditions —The part of the Contract Documents which amends nr supplements these General Conditions 1Ao0 Supplier —A manufacturer. fabricator, supplier, distributor, matcrialman or vendor having a direct contract with CONTRACTOR or with am' Subcontractor to furnish materials or equipment to bi incorporated in the Work by CO\'TRACTOR or any Subcontractor. 1.41. undergratord Facduies—All pipelines, conduits, ducts, cabIt& wiles, manholes, vaults, tucks, tunnels or other such facilities or attachmerus, and any cncasencnts containing such facilities which have been installed undemound to furnish any of the following services or materials: electricity, gases, swain. liquid petroleum products, telephone or tither communications, cable televisaan, sewage and drainage removal, traffic or other controlsygernns or Water. 1.42 Unit Price Fl ork—Wok to be paid for on the hasis of unit prim. 1,43, WoA—The emire completed construction or the various separately identifiable ppaarts thereof required to be furnished Under the Ctntmct Documents. Work includes and is the result of performing or furnishing labor and furnishing and incorporating materials and equipment into the construction, and performing or furnishing services and furnishitag documents, all as required by the Contract Vociments. 1-44, 11,brk Change Direcare—A wnuen directive to CONTRACTOR, issued m or after the Effective Date of the Agreement and signed by OWNER and recommended by ENGINEER. ordering an addition, deletion or revision in the Work-, or responding to differing or unforeseen physical conditions; under which the Work is to be perfomed as provided in paragraph4-2 or 4.3 or to emergencies under paragmph6.23. A Work Change Directive will not change the Contract Price or the Contract Time_%, but is evidence that the parties expect that the change directed or docurnenwd by a Work Change Directive will be. incorporated in a subsequently issued Change Order following negotiations by the parties as to its effect, if any, on the contract Price or Coxrnct Times as provided in paragraph Ut2 145. 1Siitten Amentriem---A written amendment of the Contract Documents, signed by 01t`NER. and CONTRACTOR on or after the Effective Date of the Agreanem and normally dealing with the rn eng veering or namtec}vital rather than strictly construction -related aspects of the Contract. Documents. ARTICLE 2—PREL Al1NARY MATTERS Delivery of Bootle: 21 When CONTRACTOR delivers the executed Agreements to MINTER_ CONTRACTOR shall also deliver to OWINMR such Bonds as IXINTRACTOR may be required to furnish in accordance with pruagraph 5.1. Copies of Documents: 22 OW?NTER shall furnish to CONTRACTOR up to ten copies (unless otherwise specified in the Supplementary Conditions) of the Contract Documents as are reasonably near for the execution of the Work. AdcGuoraal cupies will be furnished, upon request, at the oust of reproduction. Commencement of Contract Time: Notice to Proceed '_a. The Contract Times will cornmencc to rim an the thirtieth day alter the I Tfeetfve Date of the .Agreement or, WOCOFNFRALCOINDMOM I910-8(lP"w ,Mim) w? CITY OF FOR'[ COLLIM MODn7CAIIONS (KLV 4R(ala) if a Notice to Proceed is given, on the day indicated in the Notice to .Proceed. A Notice to Proceed may be given at any time within thirty days after the Effective Date of the Agreementt t_ _ .. ;11 la *e 9;;O . WA T"es of Bid-cpenmg-or-the-thirtieth day after-tWFffective-Date of the-: reanett whiefuwer-date isearlw-, Starting the Aori1r: 2 4. CONTRACTOR shall start to perform the Work on the date when the Contract Times commerce to run, but rx1 Work shall be done at the site prior to the date on which the Contract Times commerce to run NeforeNfarting Construction: 2.5. Before undertaking each pan of the Work, CONTRACTOR shall carefully study and coanpare the Commet Documents and check and verify pertinent figures shown thereon and all applicable Geld measurements. CONTRACTOR shall promptly repot in writing to ENGINEER any Inflict, error, ambiguity or discrepancy which CONINTRAMUR may discover and shall obtain a Written interpretation or clarification from FNGTNFFR belbre proceeding with any Work affected thereby; however, CONTRACT OR shall not be liable to OW MR or FN'MM F.FR fix failure to report any conflict, error, ambiguity or discrepancy in the Contract Doeumcn% unless CONTRACTOR knew or reasonably should have known thereof 2.6, Within ten days after the Effective Date of the .Agreement (unless of cr-wi. a specified in the General Rcquuernems), CONTRACTOR shall submit to ENGIIv'EER for review: 26-1_ a preliminary progress schedule indicating the times (numbers of days or [late%) for starting and completing the various stages of tlts Work, including any Nfilestones specified in the Contract Document&, 16,2, a preliminary schedule of Shop Drawing and Sample submittals which will list each required submittal and the times for submitting, reviewing and processing such submival; 2.6.11 In no ease will a schedule Ix acceptable which allows less than, 21 calendar days for each review by Engineer. 2.6.3. A preliminary schedule of values for all of the Work which will include quamities and prices of items aggregating the Contract Price and will subdivide the Work into component parts in sufficient detail to serve as the base for progress payments during construction. Such prices will include an appropriate amount of overhead and profit applicable to each item of Work. 2.T Before am Wort: at the site is slaved. CONTRACTOR ii�il OWNIP, shall each deliver to the Other OW T with copies to adept...... in if , _ IiNGIMtl-}t, certificates of insurance (and other evidence of insurance rro�c t ly retluast requested by OWNER) which CONTRACTOR-emd is required to purchase and maintain in accordance with paragraphs 545..6and 5-T PrecnndrAidian Conference: '_.$_ Within twenty days after the Contract Times start to run, but before amp Ni`ork at the site is started a conference attended by CONTRACTOR, ENGINEER and others as appropriate will he held to establish a working understanding among the parties as to the Work and to discuss the schedules referred to in parigraph 2.6, procedures for handling Shop Drawings and other submittals procr_ssing Applications for Payment and maintaining required records. lnitiallr Acceptable Scheduler: 2.9 unless otherwise provided in the Contract Documents, at-leaett s-befcae:sabatsston-oaf-the-f+rst Applisatietrfar-Pub}�aant hefnrg an � soy cork m the site 1>zains, a confcrcnoc attended by CONTRACTOR, ENGENFFER and others as sppwpAate dv'Ylgna[ed Ica OWN`F,R, will be held to review for acceptability to F NG 1Nl1ER as provided below the schedules submiacd in accordance with parnmph2.6, and Division l__- Genend—Requirements, CON-1 RACTOR shall have an additional tom days tU make corrections and adjustmems and to complete anal resubmit the schedules. No progress payment shall he made to CONTRACTOR until the schedules are submitted to aid acceptable to Ik'QGIAtEE:ft as provided below. The progress schedule will he acceptable to ENCI\FER as providing an ordcrh progression of the Work to completion within am specified Milestones and the Contract Times, but such acceptance will neither impose on 2NOINliER resfamsibdity for the sequencing, scheduling or progress of the Work nor interfere with or relieve CONTRACTOR from Ct�NTR1CTORs full responsibility therefor. CONTR.ACTOR's schedule of Shop Dmwutmgg and Sample submissions will be acceptable to FNCTNEER as providing a workable arrangement few reviewing and processing the required submittals CONTRACTOR's schedule of values will be acceptable to E:NODMER as to font arch substance. ARTICLE 3--COv7&ACT DOCUMENTS: INTENT, AMENDiNG, RFINF.. Intent: 3.1 _ The Contract Documents comprise the entire agreement between OWNER acid CONTRACTOR concerning the Work, The Contract Documents are complementary_ what is called for tw one is as binding as if called fer by all. The Contract Documents will be construed in accordance with the law of the place of the Project. 3.1 It is the intent of the Contract Documents to F.)ODC GF h`t7iA, C6"A7177d)'� I4lait t1490 Ehtinimi cat STY OF 6d)aT CULLI [v5 ht CJtri7(dAIlDNS fft[Y# ^aaa) describe a functionally complete Project (or part thereol) to be constructed in accord aree with the Contract Documents, Arty' Work, materials of equipment that may reasonably be inferred from the Contract Documents or from prevailing custum or trade usage as being required to produce the interaded result will be hirnished and performed whether or not specifically called for. When words or phrases which have a well-known technical or construction imiustry or trade meaning are used to describe WLYL, materials or equipment, such words or phrases shall be interpreted in accordance with that meaning. Clarifications and interpretations of the Contract Documerves shall be issued tn, ENGINEER as provided in paragraph 9.4. 33. Reference to .iUndards and bilrecifdeations of Technical Societies,- Reparting and Resolving Discrgiancies 3.3.1- Reference to standard%, specifications, macaw% or codes of am, technical society, organization or association, or to the Laws or Regulations of any governmental authority, whether such reference be speaifie or he implication, shall mean the latest standard, specification, manual, code or taws or Regulations in effect at the time of opening of Bids (or, on the Effective Date of the Agreement if there were no Aids), except as may he otherwise specifically stated at the Contract Documents. 3.3.2 If, during the performarxe of the Work, CONTRACTOR discovers any conflict, error, ambiguity or discrepancy within the Contract Documents or Itetwccn the Comma Documents and any provision of any such Law or Regulation applicable to the performance of the Work or of any such standard, specification, manual or code or of any instruction of any Suppler referred to in paragraph 6.5, CONTRACTOR shall report it to r;NGrNT.ER in writing at once, and, CONTRACTOR shall not proceed with the Work affected thereby (except in an cmergency as authorized by paragraph 6.23) until an amendment or supplement to the Contract Documents has been issued by one of the methods indicated in paragraph 3.5 or 3.6. provided however, that CONTRACTOR shall not be liable to ONVNE R or FNGINT-ER for failure to report any such conflict, error, ambiguity or discrepancy unless CONTRACTOR knew or reasonably should have known thereof 3.3.3. Except as otherwise specifically stated in the Contract Documents or as may be provided by amendment or supplement thereto issued by one of the methods indicated in paragraph 3.5 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 specification, manual, code or instruction (whether or not specifically incorporated by reference in the Contract Documents), or 3.3.3.2, the provisions of any such Laws or Regulations applicable to the performance of the Work (unless such an interpretation of the Provisions of. the Contract Documents would result in violation of such Law or Rc6ulation). No provision of any such standard, specification, manual, code or instruction shall be effective to change the duties and responsibilities of OWNER, CONTRACTOR or FNGINFER, or any of their suhentmctrs, consultants agents or employees from those sea forth in the Contract Documents. nor shall it be effective to assign to OWNMR, FNGINFER or any of FNGI7N'FFR's Consultants, agents or employces any dun• or authority to supervise at direct the furnishing or performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisiom of paragraph 4-13 or any other provision of the Contract Documents, 3A. 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 "satisfacury" or adjectives of litre ctYect or import are used to describe a requirement, direction, review or judgment of ENGI'NMFR as to the W"esk, itis intended that such requiremem, direction, review or judgment will b solely to evaluate, in genemi, the completed Work for compliance with the requirements of and information in the Contract Documents and conformance with the design concept of the completed Project as a functioning whole as shown or indicated in the Contract Documents (unless there is a specific statement indicting otherwise)_ The use of any such tern or adjective shall no be effective to assign to ENGINT-ER any duty or authority to supervise or direct the furnishing or performance of the Work or any duty or authority to undertake responsibility contrary to the provisions of paragraph 9.13 or any other provision of the Contract Documents. Amending and Sapptameatmg Contract Documents 3.5. The Contract Documents may be amended to provide for additions, deletions and revisions in the W"ork or to modify the terms and conditions thereof in one or more of the following ways: 3.5.1. a fomral Written Amendmen6 3.5.2. a Change Order (puusuant to paragraph 10.4), or EX7 otktiRAt. C.rownln oral 1910411990 Edilian) w:' CITY OF FQai cxna.t NS nicxxrtwtrloNS udy anann 3.53. a Work Change Directive (pursuant to paragraph 10.1) 3-6, In addition the requirements of the Caramel Documents may be supplemented, and minor variations and deviations in the Work may be authorized, in one or more of the following ways: 3.6.1. A Field Order (pursuant to paragraph 9,51 3.6?. LNGLN'EMs approval of a Shop hawing or Sample (pursuant to paragraphs 6.26 and 6.27). or 3.6.3. E.NGI N'EER's written interpretation or clarification (Pursuant to pamgnplh 9.4)- Reuse ofDocumenb: 33. CONTRACTOR, and am Subcontractor or Supplier or other person or organiratiom performing or furnishing any of t}ne Work under a direct or indirect contract with OWNER (i) shall not have or acquire am, title to or awncrship rights in any of the Drawings, Specifications or other documents (or copies of any thereof) prepared by or bearing the seal of ENGINEER or FNGINFER's Cortsuham, and (oi) shall not reuse am• of such Drawings, Specifications, other documents or copies on extensions of the Project or any other project without won written consent of OWINTER and ENGINEERand specific written verification[ or adaptation by F>1CiINFF.R_ ARTICLE 4-AVAILABILITY OF LANDS; St;t35t1RFA(.'E AND MYSiCAL CONDITIONS; RF.FF.RFNCF, POINTS :lhrait ebiXity oflanm 4.1. OWNER shall furnish. as indicated in the contract Docwnenb, the lands upon which the Rork is to be performed, rights -of -way and easements for access thereto, and such other lands which are designated for the use of CONTRACTOR Upon-reasonattle written request, ti�'�i'Z�I]Sc�.usnl�i,RivsTC4'RTS'ICn "l'CRC�um�ici s#atcvneM-of r nchial legal title and legal desari Rion -of the lands-upon---which--the-Work-is-to-be--performed and OWNER's interestthereinas necessary for giving notice of or filing- a nifthame's hen -again% such -lands --in OWNER "it identify any encumbrances or restrictions not of general application bat specifically related to use of lambs so furnished with which CONTRACTOR will have to comply in performing the Work. Easements for permanent structures or permanent chantzes in existing facilities will be obtained and paid for by OWNER, unless otherwise provided in the Contract Documents. If CONTRACTOR and OWNER are unable to agree rat entitlement to or the amount or extent of any adjustments in the Contract Price or the Contract Times as a resuh of any delay in OXVNHR's furnishing these lands, rights -of - way or easearerits. CONTRACTOR may make a claim therefor as provided in Articles I and 12. CONTRACTOR shall provide for all additional lands and access thereto that may be required for temporary construction facilities or storage of materials and equipment 4.1 %batrface and Physical Cond itionrs.- 4 2 1 Reports and Drawings: Reference is made to the Supplementary Conditions for identification of. 4.2—IA Subsurface Condidom. Tla= reports of cxpkomtions and tests of subsurface conditions at or contiguous to the site that have been utilized by, E UINTEER in preparing the Contract Documents; and 4.2.1.2, Physical Cimdilfons: 'rho w dmvivings of physical conditions in or relating to existing surface or subssrfatx structures at or contiguous to the site (except I inierground Facilities) that have been utilized by E+it LNTER in preparing the Contract Documents. 4.22. limited Reliance by CON'IR4(.'7C)R ;authorized.' Technical Data: C ONTItACTOR may rely upon the general accuracy of the "technical data" coninne i in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Except for such reliance on such "techniel data% CONTRACTOR may not rely upon ormakeam•claim against ()WNER.ENGINK Roranyof EN( NEF,R`s Consulttints with respect to: 422.1, the completeness of such reports and drawings for CONTfRAC'TOR'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 sateoy precautions and programs incident thereto, or 4.2.2.2. other data, intenprdaticats, opinioru and information contained in such reports or shown or indicated in such drawings, or 42,13_ any CONITPAC1TOR vacapretation of or conclusion drawn from any "technical data" or arty such data, interpretations, opinions or information. 433_ Notice (if Differing Subsaface ar Plgcuoal Candfdars: If COKI RACTOR believes that any subsurface or physical condition at Cr contiguous to the one that is uneuvered or revealed either. 4?,3.1. is of such a nature as to establish that any 'technical dam" on which CONTRACTOR is entitled to rely as provided in paragraphs 4.^_.1 and 4.2,2 is materially inaccurate. or 4.133. is of such a nature as to mqune a change in the Contract I)ocumcros, or 1233, differs materially from that shown or EK M UENURAL CONUX11 OhS 191" (19W Edtimi w, CITY OF FLIRT COLLI.*JS MMI;ICAI-10 dM tRLI' 4J (it*I 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 chamcter provided for in the Contract Docum ents: then CONTRACTOR shall, f*umpt4y immediately after becoming aware thereof and before further disturbing conditions affected therein• or performing any Work in connection therewith (except in an emergency as permitted by pamnnaph 623), notify OWNfiR and ENGINEER in wnttng about such condition. CONTRACTOR shall not further disturb such conditions or perform any Work in cmmcction therewith (except as aforesaid) until receipt of written order to do su. 4.2.4. ENUI EM's Review: LNU NEER will promptly review the pcninent conditions, determine the nccostty of ObtTTER's obtaining additional exploration or tests with respect thereto and advise MNER in writing (with a copy to CONTRACTOR) of ENGfNEEWs, findings and conclusions. 4.2_5, Possible Contract Doctamenbs Change: If IiN('aiNEI, R concludes that a change in the C'ommet i)ocwnents is required as a result ofa condition that meets one or more of the categories in paragraph 4.2. 3, a Work Change Directive or a Change Order will be issued as provided in Article10 to reflect and document the consequences of such change. 4.2.6. Passible Price and Tunes .4c*u.Wwnts: An equitable adiusmnem in the Contract price or in the Contract Times, or both, will be allowed to the extent that the existence of such uncovered or revealed condition causes an increase or decrease in CONTRACTOR's tut of, or time required for performance of the Work.. subject, however„ to the following: 4.2.6.1. such condition must meet any one or more of the categories described in pamgmhps 4,2.3.1 through 2-3.4, mclusive: 4.2.62, a change in the Contract Douments pursuant to paragraph 4:25 will not be an automatic authorization of nor a condition precedent to entitlement to any such adjustment; 42.6.3. with respect to Work that is paid for on a Lint Price Basis. any adjustment in Contract Price will be. subject w the provisions of paragraphs 9,10 and 119. and 4.2.6.4. CONT RACTO"R shall not be entitled to any adjustment in the Contract price or Times if, 4 164.1 CO_NTRACTOI2 knew of the existence of such conditions at the time CONTRAC`fOR made a final commitment to OWNER in respect of Contract Trice and Contract Times by the submission of a bid or becoming bound under a negotiated contract', or T_.6.4.2- the existence of such condition could reasonably have been disca,ered or revealed as a result of any examinatim investigation, exploration, test or study of the site and contiguous areas required by the Bidding Requirements or Contract Documents to be conducted by or for CONTRACTOR prior to CONTRACTOR's making such final commitment', or 42 Cz4.3. CC)ATRACI'OR failed to give the written notice within the time and as required by paragraph 4.2.3. If OWNER and CONTRACIOR rue unable to agree on entitlement to or as to the amount or length of any such equitable adjustment in the Contract Ruse or Contract Times, a claim may be made therefor as provided in :articles I i and 12. However, Ott' SI R, F; G[NEF.R and ENGINI-+,R's Consultants shall no he liable to CONTRACTOR for any claims, costs, losses or damages sustained by CONTRACTOR on or in connection with any other project or anticipated project. 4.3, Physical Cond&tions—Vndergmund Facilities: 4.:3..11 Shown or1n,*cate& The information and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or contiguoms to the site is based on information and data furnished to OWNER or FNOTNF,F,R by the owners of such Underground Facilities or by others. Unless it is otherwise expressly provided in the Supplementary Conditions: 4.3.1.1. OWNER and ENGINEER gall not be responsible for the accuracy or completeness of any such information or data, and 4.3.12_ The cost of all of the following will be included in the Contract Rice and CONTRACTOR shall have full responsibility for. (i) reviewing and checking all such information and data, (ii) locating all Underground Facilities shown or indicated in the Contract Documems fiu) coordination of the 14rork with t}x: owners of such Underground Facilities during construction, and (iv) the safety and protection of all such Underground Facilities as provided in paragraph 6.20 and repairing any damage thereto resulting from the Work, 4.3.2. rArot Shown or Indicated: If an Underground Facility is uncovered or revealed at or contiguous to the site which was not shown or indicated in the Contract Documents. CONTRACTOR shall. promptly immediately aher becoming aware thereof and before further disturbing conditions affected therein w perfuming any Work in connection therewith (except in an emergency as required by paragraph6.23). identify the owner of such tmdderground Facility and EKT)CC.FN'E-RAI, CONIXT1ONS 1916-8 (19%E;d him) w! C71Y OF FOICT (XXLttw3 M011ltnCATIONS (REV 4F10(*J) give written notice to that owner and to OWNER and ENGINEER E,NGIINTEER will promptly review the Underground Facility and determine the extent. if any, to which a change is required in the Con nict Documents to reflect and document the consequences of the existence of the Underground Facility. if LNGLNEER concludes that a cham3e in the Contract Documents is required, a Work Change Directive err a Charge Order will be issued as provided in Article Ill to reflect and document such consequerrxs. Duruig such time, CONTRACTOR shall be respumiblc for the safety and protection of such Underground Facility as provided in pamgraph6.20. CONTRACTOR shall may be allowed an increase in the Contract Nice or an extensinn of the Commet Times, or hoth, to the extent that they arc attributable to the existence of any Underground Facility that was not shrnvn or indicated in the Contract lkncuments and that CONTRACfOR did not know of and could not reasonably have been cxpceted to he aware of or to have anticipated. If OWNER arid CONTRACTOR are unable to agree on entitlement to or the amount or length of any such acljusanem in Contract Price or Contract Times, MNTRAC'OR may make a claim therefor as provided in Articles 1 l and 12. However, OWNER, ENGINEER and ENGr.NTFFR's Consultants shall not he liable to CONiRA(7f OR for any claims, costs, losses or damages incurred or sustained by CONTRACTOR on or in correction with any o t er project or anticipated proict Reference Paints: 4A. OWNF.tZ shall provide engineering surveys to establish reference points for construction which in I;NGIAIEER's judgment are necessary to enable CONTRACTOR to proceed with the Work. CON7TRaCTOR shall be responsible for laying out the Work, shall protect and preserve the established reference points and shall make no changes or relocations without the prior written approval of OWNER CONTRACTOR shall report to ENGINEER whenever any reference point is lost or dwroyed or requires relocation because of necessary changes in grades or locations, and shall be responsible for the accurate replacement or relocation of such reference points by professionally qualified personnel. 4.5. Asbeaus, PCBs, Petruleam. llazardons Waste or Radioactive Material: 4.5.1. 01lr IER shall be responsible for any Asbestos. PC:as. Petroleum, Hazardous Waste or Radioactive Material uncovered or revealed at the site which was not shown or indicated in DmwirW or Specifications or identified in the Contract Documents to he within the wore of the Work and. which may present a substantial danger to persons or property exposed thereto in connection with the Work at tlhe site. OWNER shall not he responsible for any such materials brought to the site by CONTRACTOR, Suhcrntractom Suppliers or anyone else for whom CONTRACTOR is responstble. 4 2. -C( N—TRAC ORshall immediately. { )-dop all in GORNA.36M with W0hhHMFd0W%6WVJi1,iE% a 'tt pmagraph h ^ � hind E i) __. a. 9 such notice -in-wittan- OWNFiR.-shall w mpd.v ccroult- with -ElvGNE R-cencvrning-thr-neecssay-for k,AV'NIyR to-retama-qualified cKpon to -evaluate --such COINTRAC-TORS-not be ragnired{o reatme Work in-e awRn lion +vith-stela-haaodeus-�-in-any any -required -Permits related, thereto -and -deliueed--to thatsttckat)nditanPrardonywffeexni area-is-��r-hasl>tea COMYRAC IOR -cannot -ug w-as. to..ttrititleateni to -or LYowie-is-agreed-{-X1l=Ft-A(.'-E"1-to--be--restnned; aidter Patti ma.' i rmtded-tn A aim 45-3--4f-a€ter-reoeila of %ueh- special -wnAeFi4W*0e f' N- TPA(70R does ant- Wee -W-resume- t-wtn'Jc conditions; then C)W N;W may -order -such portion of dews agree the amount or extent -of an �04*%el Nee OF C-09`111PROITIMeS --ifig 41JA P941011 Of tile Wadi, the either party may make a -clears thteretir-as pr vkk is ic:tes- 11 and 12 sttt�rdeteieti poriton--of the -Work -Performed -by--OWN`ER's--own foraesor others -in -accordance with Article 7. 4§ med '� hws-aad Regulydn _{}NNRZ mil-inderrmifp and hold harmless CONTRACTOR, - - 5uboontractors; officers, directors....empkwees ._._agents, ---ether ounstdtants- and -.utn+txaracrcas-4-tach arid, any -of them from and against allelaims:-carats: -losses and damages-orisut --out- of or- resulting frwu- such m% loss -or damage is -attributable tobodilyinjury. shell -obligate own negligence. �i,a ;-_�.h�.aysiarrs<af�utrue���:3-tax er-uyealedmthe-site- toe lx cel.�x�tL caNutntaN� tuts s rtvsa t.+ivati uv CI FY OF FOR F CULLI NS MOt)rr4C.ATIOINS (REV dR(j{a) ARTICLE 5-DO^iDS AIND INSURANCE Performance. Pa3ment and Other Bvnds, 5.1. CONTRACTOR shall furnish Performance and Payment Bonds, each in an amount at least equal to the Contract Price as security for the faithful performance and payment of all CONTRA('rMs oblyatwins wxkr the Comma rXxvinems These Bonds shall remain in effect at least [nail one year after the date when final payment becomes due, except as provided otherwise by Laws or Regulations or by the Contract bocumems. CONTRACTOR shalt also famish such other Honda as are required by the Supplementary Conditions. All Bonds shall be is the form prescribed by the Contract Documents except as prrn-ided otherwise by laws or Regulations and shall be excc-uted by such sureties as are named in the current list of 'Companies Holding (77cnificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Remstmirig Companies" as published in Circular 570 (amended) by the Audit Staff, Bureau of Government Financial Operations, U.S. Treastv), l)vparmtent. All Bonds signed by an agent must be accompanied In, a cLi tified copy of such agent's authority to act 5:2. If the surety on any Bond furnished by COivTRACfOR is declared a tyenk-rapt or Incomes insolvent or its right to do business is terminated in any .state where any part of the Project is located or it ecascs to meet the requirements of paragraph 5.1, CONTRACTOR shall within tat days thereafter suhAimte another Hood and surety, both of wluch mast be acceptable to OWNIFIZ. U. Licensed ."sureties and Insurers; Certificates of Lasarmice. 53.1. M Bonds and itsumnce required by the Contract Documents to be purchased and maintained by OWNER or CONTRACTOR shall be obtained from surety or insurance companies that are duly, licensed or authorized in the jurisdiction in which the Project is located to issue Bonds or insurance policies for One limits and coverages so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided in the Supplementary C'tutditicros. 53.2 CONTRACTOR shall deliver to OW TER, with copies; to each additional inured identified in the Supplementan Conditions- certificates of insurance (and other evidence of insures requested by OkkNMR or any other additional insured) which CON"TRACTOR is required to purchase and maintain in accordance with pamgraph 5.4. CANNER: shall wkWonal .insured-identifted_m the Supplementary erii4vnce-a�rF�-riya�lied-ka-6E:'� FGxlavfiL-�ltow any other ack4itionst! matmed), which 03ANHR is CONTR,ICTOR's Liability Insamnm 54 CONTRACTOR shall purchase aril maintain such liability and other insurance as is appropriate for the Work being performed and fumshed and as will provide protection from claims set forth below which may arm out of or result Fran CO\7RA(7TOR's performance and furnishing of the Work and CONTRACTOR's other obligations under the Contract Documents• whether it is to be performed or finished by CONTRACTOR am Subcontractor or Supplier, or by anyone directly o indirectly employed In- any of them to perform or famish any of the WorL or by anyone for whose acts am of them may, be liable: 5.4.1. claims under workerscompensation disability benefits and other similar employee benefit acts; 5.42. claims for damages because of bodily injury, occupational siod mess or disease, or death of CONTRACfOR's employee 5.4.3. claims for damages because of bodily injury, sickness or disease, or death of any person other than CONTRACrOR's employees; 44 c4aaas-.ft)r..damages insured--by-cusuimaiy vidtreetly- Mated -to the. PmpM}.rneat enf-atch.pevwm- r.hy Othff Feesm. 5A i claims Far damages, other than to the Work itselk because of injury to or destruction of tangible property wherever located, including loss of use resulting therefrom; and 5.4.6. claims for damages because of bodily injury or death of any person or property damage arising out of the ownership, maintenance or use of any motor vehicle, The policies of insurance sir required by this paragraph 5 4 to be purchased -arid maintained shall, i.4.7. with respect to insurance required M= paragraphs 5.4.3 through 5.4.6 inclusive and 5 4,�• include as additional insureds (subject to aiw- eostottary exclusion in respect of professioal liability), 01i'NER. ENUINEEIL ENULNEER's Consu)tants and any other persons or emiues idenifted in the Supplementary Conditions. all of whom shall be listed as additional insureds, and include coverage for the respective officers and employees of all such additional insureds; 5.4.8. include the specific coverages and be written for not less than the limits of liability provided in the Supplementary Conditions or required by' Laws or Regulations, whichever is greatcr; 5.4.9. include completed operations insurance; t:xax at>n•Eit,�t, ru?«tu�ott�s tyro-s t tvae F,artean w� can° ar roar cot.0 n� xtcaatlacnricr �s nttv.tncxxn 54.10. include contractual bability insurance covering CONTRAC7016; indemnity obligations under paragraphs 6.12, 6.16 and 631 through 6.13; 5 4.11 contain a provision or endorsement that the coicrage afforded will not be cancelled, materially changed or renewal refused until at least thirty days' prior written notice has been given to 01A iMR and CONTRACTOR and to eat-h other additional insured identified in the Supplementary Conditions to whon a certificate of insurance has been issued ('and the certificates of insurance furnished by the CONTRACTOR pursuant to paragraph 5 3.'_ will so prm`ide); 5.4.12. remain in effect at least until final payment and at all times thereafter when CONTRACI OR may be correcting. removing or replacing &fcctivc Work in accordance with paragraph 13.12; and 5 4.13, with respect to completed operatums insurance, and any, insurance coverage written on a claims -made basis, remain in effect for at least two years after final payment (and CONTRACTOR shall furnish OWNER and each other additional insured idenified in the Supplementary Conditions to whom a certificate of insurance has been issued evidence satisfactory to Ot><NT-R and any such additional insured of continuation of such insurance at final payment and one year thereafter), OTFATY's Liability Insurance. 5.5. in addition to insurance required to he provided b, CONTRACTOR under paragraph5A, OWINER at 6W\+,'R's option, may purchase and maintain at OkNNER's expense O1%0'13 's own liability insurance as will protect OW'NMR. amunst claims which may, arise from operations under the Contract Documents, I3xrperzT Insurance: 5A--Unfess-otherwise-provided-in-the-Supplamenwry Conditions. OW; UR- shall- purchase and-matiamn prengenti'ienxur ot}' ilx. full-replm.znt+ent..ctr'a -the€eof {wlyeut... to such deckaotible--- amounts —as - may beprcwtdod__ in the Supplementary (Arilitions .or required byLawsand Regulations) --Thus insurance shall: 5.6.1.---awlude _the.. umeresis-- of -OWNER. entities -identfied-in the Supplementary -Conditions; each of whom is deemed tor have im m' urabk-interest arulshnfl- -he -listed us-rat-usure+d armacktiticttatl-irmred. 5.62.- be written on -a Builder's Risk "all risfo"- or aft pe>il Of shall -at- kttitiE-dune+lulu-irwvrsner-f�kysi�vl-aau�-our coverage: theft:vandidisav-, and- malicious --mischief: ffifthquakie, rellapse, debris rtmoval, demolitie W,Ocasienad by anfiffeeffient of Laws VFW Regulotiensz damage, and mah 06W M­ WMAGally Fa4uired by Lhe 8 appi inaffiliff! Giffiehil ow. 5- ' AA-inulwile- cxpenses -incurred in the repair -or =10= but ocit 0118iROOFS M architects), or in another loosti(M that 64;44ER pFi0F W b0i-B—Ij =i=re =Oilin wram" been ineluded in qn.Oppliefttiem fer 14kymeat fecemaierAe IV �_' " aid 5.6._Ss be moinuumd, tit effect--until-final-payment-is made unless etherm (AXNIR "47,:7!!t -;'W Mail thirty dna4 WAtten A�ie rAaf additional insurahnee4iiis—been .qqiod �4 OWNFR she!! -------- --- -Meh boiler as may Iie -required -by- the Suplilementary Condations or whieh will melud�rhe infefejjs�q AA, Nlkk, cued -any -other par.%om or entities identified ai the Su"'emanimy Conditions, eanh of whom ts deemed to have aft imumble interest said shall be listed as Iffi4n5lifed-6� 5.9, Adl the paheies of insufanee (and 0w eefVXh*1es-tf QtWF &-deRGe theme_�, Faquired to W ptm�hnsad an in atiamned ky OW:NER- in ftnd- 7 will e0nmun it ooverage afforded will not be cancelled or miiiarmlk changed or feranval refused until at -least -thirty -cats! -prior written- noucc -has - been ­given­te - - - OWNER -and I I -eqsh ------ whom a certificate -of insurance lvmbetm issued and will contain waiver provisions in -accordance with 59 OWNER shall not I& rc.sjxmmbIc for purchasing and maintaining any property insurance to protect the interests of CONTkXCT0R, SubQm*=tors or others in tdcutified-in the Supplementary Conditions. The risk of loss Vithin quoh w1maified dedi�uLl QH! siich -Icis&-and-if any of -them, wishis properlyinsixance coverage withm the, limits of -such -amounts, each may 1wrobase and -maintain -it at thtpurchiuier'N own expense. 144. in writting that -If CONTRACI vtiw be tntawiw" queh i"gur"nee, and the 00.91 GUNTRACT-014 by appizopfiat OrAof or U'raten EX70C UFNEXAL CONDIWYNN 19104 0990 EdRiau nthw; CUIN OF FOR r COLLINS X101hI1ICNI IONS (REV 44'2009) commenoement-of the -Work ?A4he-5ae,,-QWNMR-AaU-in Yffitffl�- %&Yie C4_4;TPkA(4GR W4WtIWF OF PAK .91101 ivirame has been pFaeured by OWNER. 54tt, -OWNER and CONTRACTOR it t 16A all Sk CONTRACT OwNik and (4piTR.WTOR waive all H#jjiM1 CRah (4116F an FtHipffilil'0 3—=' diFeatafn, ampk�,@ffi a I .. . �Fmd of of fesulting- 1"I any of the PW4&-GPve*ed lv,-Wejl-{�lieivd Aov athef pFopany igstimnse appheable L9 the We4i and, H ftdiluinn, waive fill such 14glIN HgHiftl 4NI"!A Constiltaritsund all -other persors-or entities identified Gonditions to 6e listed qawedaunti:a rd!�G! Ww's -and damagm fa 4C�01,0 the ohove Pm;!Y malkerg suab waiver le preeeeds of Wastee ff Ahepwise payable under any policy so mied 54 1.1 !A bddn!Kii, A'a'Vef; al Fk@,hai agan.st CONTRACTAM,.... Suboc"tractoril officers; --directors, employees and ftgeyfis of any of ovem,for of use or other consequential loss emending beyond direct physical loss or daimige to ansingota-017-or resulting from fire cir other Peril. whether or not intstatil by OWNER, and 5 11, _11- - loss oi -,damage-to the --completed resulting from fire or other insured,Wd covered during partial utilization —pursuant.. to paragraph I4.14). after -Substantial Completion pursuant to peragraph,14,9,w afier final payment Puma int to punigniph 144.41 dtis Pat fan.S 40 the effeet that in dw fferg of Payment of off sauh laiss, damaloe SECTION 00020 INVITATION TO BID Date: February 5, 2007 Sealed Bids will be received by the City of Fort Collins (hereinafter referred to as OWNER), at the office of the Purchasing Division, 3:00 P.M., our clock, on February 26, 2007, for the Concrete Street Maintenance Project -East Mountain Avenue; BID NO. 6034. 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 6034 Concrete Street Maintenance Project -East Mountain Avenue. This work shall consist of the removal and/or installation of concrete curbs, gutters, sidewalks, drive approaches, inlets, concrete pavement and pedestrian access ramps and placement of temporary asphalt patching adjacent to new concrete on East Mountain Avenue 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. Contract Documents will be available February 5, 2007. A prebid conference and job walk with representatives of prospective Bidders will be held at 2:00, on February 14, 2007, at 215 N. Mason Conference Room 1B in Fort Collins. 07/2001 Section 00020 Page 1 r�everv-a�itest-anvof-C.fJT1TR:'1CTQR SuI>�nttm:totr,; Receipt and Applica6an of Insurance Proceeds,' 5.12. Any insured loss under the policies or insurance required by paragraphs 5.6 and 5 7 will be adjusted with OWNER and made payable to OWNER as fiduciary fur the insureds, as their interests may appear. subject to the requirements of any applicable mortgage clause and of paragraph 5.13. OWNER shall deposit in a separate account am, monev so received and shall distribute it in accordarxe with such agreement as the parties in interest may reach. If no ether special agreement is reached the damagcd Work shalt he repaired or replaced, the morieys so received applied on account thereof and the Work and the cost thereof covered In• an appropriate Change Order or Written Amendment, 5.13. CANER as fiduciary shall have power to adjust and settle any loss with the insurers unless one of the parties in interest shall object in writing within fifteen days after the occurrence of loss to OWNER's exercise of this power. If such objection be made. OWNER as f ductary shall make settlemera with the: insurers in accordance with such agreement as the parties in interest may reach If no such agreement among the parties in interest is reacheed, OAAWEiR as fiduciary shall adjust and settle the, loss with the insurers ..,,,.d-;f F0 M FO a :N e by interest;- O NkR-as--faiuciary... shall -pve....bsnd Eery the Acceptance of Ronde and Insurance; (onion to Replace: 514 If OWNER has any =ti in to the coverage afforded by or other prawisions of the Bortcls ear insurance required to be purchased and maintained by the otheF --- pinny CONTRACTOR in accordance with ?Article S on the basis of nonconformance with the Contract Documents, the ot?jeer bite party OW:N'ER will ncuity_CON'TR.ACOR in writing within ten fifteen daps after receipt delnt�� of the certificates (or other evidence requested) to 0XVI I]I( as required by paragraph 2.7. MVJ provide-tc3-the other such -additional -information -in -respect -serf -insurance provided at; the zither May .-reasonably-, request,-, If either party does not purchase or maintain all of the Bonds and uisuran ct- required it -such -party err'-- the- -..C.cttrtrast pmu»te writing -of sttGh failure taytircdinx psicr tcr{he A urt of the Wadi - or remedy, theotherparty may tIft't ki, olitain-etluivaknt Boinds cr imairanw4o protectsuch-otlw partv'a interests at the -expense -of -Hie- party -who -was,requned to provide -such Contract price accordingly Partial L'dlization-Property insurance: 5.15. If OWNTER finds it necessary to occupy or use a portion or portions of the Work prior in Substantial recur cttt�rxu, Ox>tNnarnOpn�; tsto-x t t raw F.ctiiim i W cant OF FORT cruet MrnnHCA noxS MEV aauoma Completion of all the Work, such use or occupancy may be accomplished in accordance with pamppaph I4.1O provided that no such use or occupancy shall commence before the insurers providing, the property insurance have acknowledged notice thereof and in writing effected any charges in coverage necessitated thereby. The insurers providirg the property insurance shall consent by endorsement on the policy or policies, but the property insurance shalt rax be cancelled or permitted to lapse on account of any such partial use or occupancy. ARTICLE 6-CONTRACTOR'S RESPOINSIBII.ITIES Supenvrdon and.Superintendence: 6.1- CONfRACI'OR shall supervise, inspect and direct the Work competently and efficiently, devoting such attention thereto and applying. such skills and expertise as may be necessary to perform the Work in accordance with the Comtmct Documents CONTRACTOR shall be solely responsible for the mcans, methods, techniques, sequences and procedures of construction, but CX)N1"fit-.q(`I'OR. shall no he responsible for the negligence of ethers in the design or specification of a specific meatus, method, technique, sequence or procedure of construction which is shown or indicated in and expressly required by the Contract Doctiments. CONTRACTOR shall he responsible to see that the completed Work complies accurately with the Contract Documcnts. 62 CONTRACTOR shall keep on the W'w-k at all times during its progress a competent resident superintendent, who shall not be replaced without written notice to OWINTR and I:NGINEIR ewept under extraordinary circumstances, The superintendent will be COI NTRACTOWs represcinative at the site and shall have authority to act err behalf of CONTRACTOR. All atmmunioaticros to the supprrrrintender shall he as binding. as if'given to CMZTRACTOR. Labor, Alateruth and Equipment. 6.3 CONTRACTOR shall provide competent, suitably qualified personnel to survey, lay out and construct the Mork as required by the Contract D ocumems. CONTRACTOR. shall at all times maintain good discipline and order at the site. Except as otherwise required for the safety on protection of persons or the Work or property at the site or adjacent thereto. and except as otherwise indicated in the Contract Documents, all Work at the site shall be performed during regular working hours and CONTRACTOR will not permit overtime work or the performance of Work on Saturday, Sunday or am• legal holiday without OWNER's written consent given aftcr prior carmen notice to ENGINEER. C Nf T R shall submit re uest% to kbe no less than_48 hours in advance of any Work- .tnhc performed on Saturday. Bindery. Hulidays a outside the Regular AA'orlcim Hours. 6.4, Unless otherwise specified in the General Requirements, CONTRACTOR Mall furruish and assume full responsibility for all materials, equipment labor. trarrspxtatitn, eonstruction equipment. and machinery, tools, appliances fuel. paver, light, heat, telcphoe, µcater, sanitary facilities, temporary facilities and all other facilities and incidentals necessary for the furnishing, performance, t"aV, start-up and completion of the W A 641 Purchasira_ Resfirictions CONTRACTOR must comply with the City's nmchasira restrictions. A aim of the resolutions are available for review in the offices of the Wrchuasipg ard_,Kisk ?vlsm i rmtnt Division or the City Clerks office. 6.4.2. Cement Rcstrictiom' City of Fart _Collins Resolution 91-] 21 recce lees that suonliers,_.an i producers of cement or products; contamma cement to certify that the uumtcat was not mask in cement kihns that t uu�n hazardous waste. as.a. fuel, 65. All materials and equipment shall be of goof quality and new, except as otherwise provided in the Contract Documents All warranties and guarantees specifically called for by the Specifications shall ingTessly run to the benefit of OW7NTER If required by ENCT N"EER, CONTRA('1'OR Mail furnish satisfactoy evidence (including repans of required tests) as to the kind and quahh• of materials and equipment. All materials and equipment shall be applied, installed, conriml, erected, usecim cleaned and conditioned in accordance with instructions of the applicable Supplier, exccpt as otherwise provided in the Contract Docum nts. Pn,grecs Scs§edule: 6.6. CONTRACTOR shall adhere to the progress schedule established in accordance with paragraph 2.9 as it may be adjusted from time to time as provided helow: 6.6.1. CONTRACTOR stall submit to fiNCiNIER for acceptance (to the extent indicated in pnragmph 2 9) proposed adjustments in the progress schedule that will not change the Contract Times fa Milestones) Such adjustments will conform generally to the progress schedule then in effect and additionally will comply with any provisions of the General Requirements applicable thereto. 6.6.2. Proposed adjustments in the progress schedule that will change the Contract Times for Milestones) shall be submitted in accordance with the requirements of paritmaph 12.1 Such adjustments may only be made by a Change Order or Written A nendmemt in accordance with Article 12. 6.7. Subariruresand "Ur -Equal" lams: 6.7.1. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the munc of a particular Supplier, the specification or description is intended to es9ablish the type, function and quality required. unless the specification or desenpucin FXDC CtE'. cep KA1, rXINntXTIONS 1910-8 (1994 UMMI 12 w.Ct17Y OF FORT COLUM MODt19CATIOPIs OUN V24004 contains or is followed by words reading that no like, equivalent or "or -equal' item or no suhstitutiun is permitted, other items of material o equipment or material or equipment of other Suppliers may he accepted by ENGINEER under the following circumsmtuxs: 6.71 1 'r)r-Equal"; If in EN(J1NIMM's sole discretion an item of material or equipment propel by CONTRACTOR is functitmanv equal to that named and sufficiently similar so that nu chan6v in related Fork will be required, it may be considered by ENGINEER as an "oreqtal' item, in which case review and approval of the proposed item may, in ENGNKHR.'s sole discretion. he accomplished without compliance with some or all of the requirements for acceptance of proposed suhsututc awns. 6.7.1.1. Subjrilate hems: If in E.NGCNEERs. sole discretion an item of material or equipment proposed by CONTRACTOR does not qualify as an 'or -equal" item under subparagraph 6.7.1.1, it will be considered a proposed substitute item.. ('C)l\TRACTOR shall submit sufficient information as provided below to allow E'NGNE'ER to de4 rem tree that the item of material nr equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. The procedurt for review by the ENGLTN-EER will include the following as supplemented in the General Requirements and as fiNGINEAR may decide is appropriate under the circumstances. Requests for review, of proposed substitute items of material or equipment will not be accepted by F,NCrIN&ER from anvone other than CONTRACTOR If CON7RACTOR wishes to furnish or use a substitute item of material or equipment, CONTRACTOR shall first make written application to Edv'GIN=. - for acceptance thereo[ certifying that the proposed substitute will perform adequately the functions and achieve the results called for by the gencral design, be similar in substance to that specified and he suited to the same use as that specified The application will state the extent if any, ro µ•loch the evaluation and acceptance of the proposed substitute will prejudice CONTRrACTOR's achievement of Substantial Completion on time, whether or not acceptance of the substitute for use in the Work will require a change in any of the Contract Documents (oar in the previsions of any other direct contract with OkkNER for work on the Project) to adapt the design to the proposed substitute and whether or raat imsntponnion or use of the substitute in correction with the Work is subject to payment of any license fee or royalty. All variations of the proposed substitute Dorn that specified will be identified in the application and available mauitamoe repair and replacement service will be indicated The application will also contain an itemized estimate of all costs or credits that will result directly or indirectly from acceptance of such substitute. including costs of redesign and claims of other contmetors affected by the resulting change, all of which will be _-C� )NTR.�CTOR sLrl.dl..,1wfcxm ram, less than., ?0 considered by M,=NTEIR in evaluating the percent of the Work , ith its our faces_(thtl is. proposed substitute, ENGINEER may require without subsxmttactinO. The 2Ct pert rsri reggirement COINrTRACTOR w furnish additional data about shall he understood to refer to the Work the value of the proposed substitute, which toW Is not less than ',.y3,percent 9f the Can act Price- 6.7.1.3. C0iti7R4CT0R's Cxpwrse: All data to be provided It., CONTRACTOR in support of any 6.82. If --the -Supplementary---Conditions Ii, itklin proposed 'or -equal" ca substitute item will be at Documents require the idrntity of certain COIN FF-ACTOR's etpmense. Subcontractors, Suppliers or other persons or organizations (including those who are to furnish the 632. Substinrie Cortslruction Methods or principal items of materials ca equipment) to be Procedures: If a specific means, method, technique, submitted to OWNER in,advsneeof-the-specifed sequence or procedure of construction is shown a date prior to the Effective Date of the Agreement for indicated in and expressly required by the Contract acceptance h1v OWNER and EMGl 3ihR--end-4f Documents CUNTRAC"TOR may faninh or utilize a `...'"., substitute means, method. technique. sequence or procedure of construction acceptable to ENGINEER. Ott+NER's or ENGINEER's acceptance (either in CONTRACTOR shrill submit sufficient information to writing or by lining to make written vlrjection thereto allow ENGINEER, in ENGINHiles sole discretion, to by the date indicated for acceptance or objection in determine that the substitute proposed is equivalent to the bidding documents or the Contract Documents) of that expressly called for by the Contract Documents- 1-he procedure for review' by ENGINEER will be anizxtidrt--:xs-iderK31'ied-tney--kie--revoided fit --the similar to that provided m subparagraph 6.7.1 2. 6,7 3. Fngineer!s F.vahurtion: FNGP-IF .R will he BeeallhIMO allowed a reasonable time within which to evaluate adtttsttd- tint-tit%r-i»-#he oast-osatsid red -by< each proposal or submittal made pursuant to sueb sulamutnon and--an-nppraprmate f1nnge--Order paragraphs 6.7.12 and 6.7.2. 04GINTER will be the t, ill sole iudgd, of ace"bility. No "o'-equal" or constitute a condition Of YtR' fJOntrStt CCglSRfnp; d1C sultsumte will Ix ordered, installed ormtilmd without use of the named subcontractors surmliers or other ENGINHER's prior written acceptance which will be person sr amz!t cm m the Work unless. pm tx evidenced by either a Change Order or an approved w1 ttten approval is obtanr d Dinar OWNER aynd Shop Drawing. OWN7iR may require ENGINEER. No acceptance by OW EIZ or CONTRACTOR to runtish at CONCRACTOR'% FNGMTFR of any such %hoamracux, Supplies or eepxrze a special IIdbrmance guarantee or other other person or organization shall constitute a waiver surety with respect to any "or -equal" or substitute- of any right of OWNER or ENGINEER to reject G�FGR,v'EGR will record time required by defective Work. F2tiGrNT,,E R and TNG NFFR's Consultants in evaluating substitutes proposed or submitted by 6.9, CONTRACTOR pursuant: to paragraphs 6.7 1 2 and 6.7.2 and in making changes in the Contract 6.9.1. CONTRACTOR shall be fully responsible to Documents for in the provisions of any other direct ()WNTR and ENGINEER for all acts and o rmissimr, contract with OWNER for wok on the Project) of the Subcontractors, Suppliers and other persons occasioned thereby. .Whether or no ENGINEER and organizations performing or furnishing any of the accepts a substitute item w proposed or submitted by Work under a direct or indirect contract with CONTRACTOR- CUNTRACfOR shall reimburse COlN"1'R'FCTOR Just as CONTRACTOR is OltTTR for the charges of ENGINEER and responsible for CONTRACTOR's own acts and GINEER's Consultants for evaluating each web onissioms. Nothing in the Contract Documents shall proposed substitute item. create for the tenwft of any such Subcontractor. Supplier or other person or organization any .8. Concerning Subcontractors. Supptioaand contractual relationship between OWNER a Others: LNGINI ER and any such Subcontractor. Supplier or otter person or or anizatt.GA nor shall it cteme any 6.8.1 _ CONTICACTOR shall not employ any obligation on the pail of OWNER or ENGINEER to Subcontractor, Supplier or other person or orgruuzauon pay or to see to the payment of any moneys due any (including those acceptable to OWNER and such Subc cmtractor, Supplier or other person or EN,GINs'EER as indicated in paragraph 6.8.2), whether organization except as may otherwise be required by mivally or as a substitute. against whom OWNER or Laws and Regulations. OWNER or ENGINEER may L'GATER may have reasonable objection furnish to am, subcontracts supplier orother nersori CONTRACTOR shall not be required to employ M' or sgari ration eViomu of amodmts dad tv Subcontractor, Su licr or cutter person or orgamzation C ON fRAC I OR in accordance_....__ with. - to furnish or perform any of the Work against whom COIvTRAC TUFT S " analid au for Favment" C O TRACTOR has reasanahle objection_ EX W QENFA At, CONLYTI ONS tote-F i1Y90 E64m1 13 we CITY OF FORT CY)LUNS MODn7CA11ONS (REV 9aa0am 6.9.2. CONTRACTOR shall be solely responsible fox scheduling and coordinating the Work of Subcontractors. Suppliers and otter persons and orgara2utions performing or furnishing any of the Work under a direct or indirect contract with CONT'RAC_TOR. C)MfRACTOR shall require all Subcontractors, Suppliers and such other persons and organimtione performing or furnishing any of the Work to communicate with the ENGINEER through CONTRACTOR. 6.10, The divisions and sections 4 the Specifications and the identifications of any Drawings dolt not control CONTRACTOR in chv cling the Work among Subcontractors or Suppliers or delineating the Work to be performed by, any specific trade. 6_11. All Work performed for CONTRACTOR by a Subcontractor or Supplier will be pursuing to an appn riau agrcament between CONTRACTOR and the Subcortraclor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract Doeumens for the benefit of O WI :R and ENGNF.FR. 14lmnever-aru-saehh-aeraetnant CONTRACTOR and -the -.Subcontractor or Supplier will fsN441 14 ik )1 mjlsvhslsR ; C: rrahi imt and--all.-...otter Field , . the-*crk 11 Fhe-ihtcwers-cat-any -suds-pohcfes, require ef sepan- r-f.T'rp.1r•r/tit ,.; 1f _6: L� Patent Feex and Rc"I ies: 6.12. CONTRrAC"fOI2 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, proem, product or device which is the subject of patent rights or copyrights held by others. on, If a particular inventidesign, process, product or device is specified in the Contact Documents for use in the Performance of the Work and if to the actual knowledge of OXVNER or ENGINEER its use is subject to patent rights or copyright calling for the payment of iry license, fee or royalty to others, the existence of such rights stall he disclosed by OA§ati`E;R in the Contract Documents. To the fullest ealent permitted by Laws and Regulations, CONTRACTOR shall inalemnify and hold barrel= (AN NUZ, ENGNM-R. ENGIN ER's Consultants and the officers, directors, employees, agents and other consultants of each and any of them from and agaimn all claims, costs, losses and damages arising out of or resulting from any infringemennt of patent rights or copyrights incident to the use in the perfommnce of the Work or resulting from the incorporation in the Work of any invention, design. process, product or device not specified in the Contract Documents, 14 i:JQ[X'Ub'tSF,'ntrSt, C(SAq]t71DAS 1910-8 gvya!?ditiwn wr nt-- OF Ftriacsnarnry tet©utnttCarttoNs (KLV 4,,'20f*) Permits: 6.13. unless otherwise provided in the Supplementary Conditions. CONTRACTOR stall obtain and pay for all construction permits and licenses, OWNER shall assist CONTRACTOR, when necessary. in obtaining such permits and lieaacs. CONTRACTOR shall pay all governmental charges and inspection tees necessary fix the prosecution of the Work, which are applicable at the time of opening of Elitls, crr, if there are no Bids, on the Effective Date of the %groament. CONTRACTOR shall pay all charges of utility miners for connections to the Work. and OWNER shall pay all charges of such utility owners for capital costs related thereto such as plant investment fees. 6,14. LatsandRegaladans 6.14,1. CONTRACTOR shall give all notices and comply, with all Laws and Regulations applicahle to furmsl mg and performance of the Work. Except where otherwise expressly required by applicable laws and Regulations,. neither OWr;hR. nor KNCUNHER shall he responsfhle for monitoring CONTRACTOR's compliance with any latvs or Regulations. 6.14.2. 1f C.ON'TRACTOR performs any Work knowing or having reason to know that it is contrary m Laws oa Regulations, CONTRACTOR shall bear all claims, costs.. loc,es and damages caused by, arising out of or resulting thacfrom; however, it shall not be CONTRACTOR's primary responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve CONTRACTOR of CONTRAC.TOR's obligations under paragraph 3.3,2. Tares 6.15. CONTRACTOR shall pay all sales, consumer, use and other similar taxes required to be paid by CONTRACTOR in accordance with t1R laws and Regulations of the place of the Project which are applicable during, the performance of the Work, 6 P; 1. OWNER is exempt font Colorado Stara and _._ la d, aalgs and use taxes o n — materials , to, be perna ently incorpotrsted imo the project. Said taxes shall not be hncauded in the Contract Prier \ddress_ Colorado Department of Revenue State Capital Annex 1375 Sherman Street Denver Colorado—l3Q261 Sales and Use Taxes for the State of Colorado fionnal Trarupnrtudon District (RTD) arttl re-r o t Colorado counties are collected by the State of Colorado and are included in the Ccrtiftcalion of Exemption. All MMlicable Sales and Use Tames tirxludmpa ' e collected taxes). on any items other than construction and buildixL materials tihysicalh�incord alto the project are m he paid Fxc)lti I k4C nd ark u be included in atmroanate bill items lire ofPrendser 6.16. CONTRACTOR shall confine construction equipment, the storage of materials and equipment and nix operations of workers to the site and land and areas identified in and permitted by the Contract Documents and other land and areas permitted by laws and Regulations, rights -of -way, permits and casements, and shall not unreasonably encumber the premises with construction equiTuncm or other materials or equipment. CONTRACTOR shall assume full responsibility Ioany damage to any such land or area, or to the owner err occupant thcrco€ or of any adjacent land or areas, resulting from the performance of the Work. Should are claim be made to any suds owner or occupant becauw; of the performance of the Work. CONTRACTOR shall promptly settle with such other pzany by negotiation or otherwise resolve the claim by arbitration or other dispute resolution proceeding or at late_ CONTRACTOR shall, to the fullest extent permitted by Laws. and Regulations, indemnify and hold harmless OW`*ER, ENO =, —R, LNGLMM's Consultant and anyone directly or indirectly employed by any of them from and against all claims, costs losses and damages arising out of or resulting from arty claim or action. legal or equitable, trcuak by any such owner or occupant against OWNER LN( INEL;R or am other pant' indemnified hereunder to the extent caused by tr baste! upon CONTRACTOR's performance of the Work 6.17 During the progress of the Work, CONTRACTOR shall keep the premises free from accumulations of waste materials, rubbish and other debris resulting from the Work. At the completion of the Work CONTRACTOR shall remove all waste materials, rubbish and debris from and about the premises as well as all tools, appliances, construction equipment and machinery and surplus materials. CONTRACTOR "I leave the site clam and ready for occupancy by OWNER ai Substantial Completion of the Work. CONTRACTOR, shall rest re to origintd condition all property not designated for aleration by the Contract Tkeuments. 6,1 S. CONTRACTOR shall not load nor permit any part of any structure to be loaded in an), munrwr that will endanger the structure, nor shall CONTRACTOR subject any part of the Work or adjacent property to stresses or pressures that wil I cndanaer it. Record Documenirr EKAYCG LNE1GAt. COMMMONS 191a-8 099e Ecitim) w1 CITY OF SORT Cx LU M MOPnTCA110NS tRLk'' gn_oxan 6,19. CONTRACTOR shall maintain in a safe place at the site one record copy of all Dmwings, Specifcations, Addenda, Written Amendments, Change Orders, Work Change. Directives, Field Orders and written interpretations and clarifications (issued pursuant to parasmph 4.q) in good order and annotated to show all changes made during construction. These record documents together with all approved Samples alai a counterpart of al approved Shop Drawings will be available to FNGINEER for reference. Upon completion of the Work, and prior to release of C=1 oavirem_ these record documents, Samples and Shop Drawings will be delivered to ENGiNEER for OWNER Safetr and k'roreedon - 6 X CONRACTOR shall be responsible for initiating, maintaining and supervising all safely precautions ark programs in connection with the l coo . CONTRACTOR shall take all necessary precautions tir the safety all and shall provide the necessary protection to prevent damage, injury or lass to, 6.10.1. all persons on the Work site or who maybe affected by the Work; 6.20 2 all the Work and materials and equipment to lx incorporated therein, whether in storage on or off the site; and 6.203, other property at the site or adjacent thereto, including trees, shrubs, lawns, walks, pavcmcnts, roadways, structures, utilities and Underground Facilities net designated air removal, relocation or replacement in the course of construction. CONTRACTOR shall comply with all applicable taws and Regulations of any public body having jurisdiction for safety of persons or prolwmty or to protect them from dame, injury or loss; and shall erect and maintain all necessary safeguards for such safety and protection. CONTRACTOR shall notify owners of adjacent property and of Linde ound Facilities and utility owners when prosecution of dnc War- may affect them, and shall cooperate with them in the protection- removal, relocation and replacement of their property. All damage- injury or loss to any properry referred to in paragraphs 6.20t2 or 6.20.3 caused, drectty or indirectiv. in whole or in part, by CONTRACTOR, am Subc trxdar, Supplier or any other person or organization directly or inndirect}v employed by any of them to perform or Cumish any of the Work or anyone forwhose acts any of them may be liable, shall be remedied by COITRACaOR {except damage or loss attributable to & fault of Drawings cr Specifications or to the acts or omissions of OWNER or ENGINEER. or EIvGMER's Ccxtsultant or anyone employed by, arry of them or anyone for whose actss any, of them may be liable. and not attributable, directly or indirectly. in whale a in part, to the fault or negligence of CONTRACTOR or any -Subcontractor, Supplier or other person or organization directly or indirectly employed by any of them). CONTRAC`I'OR's duties and responsibilities for the safety and protection of the Work shall continue until such time as all the Work is completed and }3 M NEER has issued a notice to OWINTR and CONTRACTOR in accordance with paragraph 14 13 that the Work is acceptable (except as oherwise expressly provided in connection with Substantial Completion), 6.21. SaftReprerentaift-e: CONTRACTOR shall designate a qualified and experienced safety representative at the site whose duties and responsibilities shall be the prevention of accidents and the maintaining and supervising of safety precautions and ppr(agmms HazardCmmumnicarion Progmiris: 6.22, CONTRACTOR shall be responsible for cxmodinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchhunged between or among; employers at the site in accordance with laws or Regulations. Fmergencies: 6,23. In emergencies affecting the safety or protection of persons or the Work: or property at the site or adjacent thereto, CONTRACTOR, witho r special instruction or authoi ration from OWNIFR or FNGI NTFR, is obligated to as to prevent threatened damage, injury or loss. CONTRACTOR shall give ENGiNFER prompt written notice if CONTRALM'OR. believes that any significant changes in the Work or variations from the Contract Documents have been caused thereby. If ENGLNHER determines that a change in the Contract Documents is required because of the action taken by CONTRACTOR in response to such an emergency, a Work Change Directive or Change Coder will he issued to document the consequences of such action 6.24. Shop DrwwingsandSamples: 6,24.1. CONTRACTOR shall submit Shop Dmwingcs to ENGINEER for review and approval in accordance with the accepted schedule of Shop Drawings and Sample submittals (see paragraph 2.9). All submittals will be identified as ENGINEER may require and in the number of copies specified in the General Requirements. The data shown on the Shop Drawings will be complete with respect to quantities, dimensions, specified performance and design criteria, materials and similar data to show ENCUNEFR the materials and equipment CONTRACTOR proposes to provide and to enable ENGINEER to review the information fur the limited purposes required by pardgraph 6.26. 6.24.2. CONTRACTOR shall also suhmit Samples to EtiGINEER for review and approval in accodance with said accepted schedule of Shop Drawings and Sample submittals Each Sample will be identified clearly as to material, Supplier. pertinent data such as catalog numbers and the use for which intended and otberwisc as M�GINIEER may require to enable ENGINERR to review the submittal for the limited EJComCUENFRAL CONCX'noN5191"(1", H@timl 16 w.(ITh OF FCAtr (X)LUMN MOUII4CATIOIJS(Rli4d,2ai10n purposes required by pamp~ftpphfi.26. The numbers of each Sample to be submitted will be as specified in the Specifications. 6.25, SaaimiaYat Proceraans. 6.ai. Befoe submitting each Shop Drawing or Sample, CONTRACTOR droll have determined and verified: 6.2+.1.1, all field measurement& quantities, dimensions. specified performance criteria, installation requirements, materials, catalog numbers and sunilar information with respect thereto, 6,25A Z all materials with respect to intended use, fabrication, shi rig, handling, storage, assembly and installation pertuinmg to the performance of the Work. and .l3_ all information relative to C(>N'TRAT(C?R's sole responsilalities in respect 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 Contmet Documents. 615.1 Each submittal w711 bear a stamp or specific written indication that CONTRACTOR has satisfied CONTRACTOR's obligations under the Contract Documents with respect to CONTRACTOWs review and approval of that submittal. 6.2�3. At the time of each submission. CONTRACTOR shall give LNGIa UZ specific written notice of such variations, if any, that the Shop Drawing or Sample submitted may have from the requirements of the Contract FAvtmiems: such notice to be in a written communication separate from the submittal, and, in addition, shall cause a specific notation to be made on each Shop Drawing and Sample submitted to ENGINEER for review and approval of each such variation 6.26. ENGINfif:R will review and approve Shop Drawings and Samples in accordance with the schedule of Shop Drawings and Sample submittals accepted by FRGfNEFR as required by paragraph 2.9, ENGI;itEER's review and approval will be oily to determine if the items covered by the submittals will, after installation or incorporation in the Work, confirm to the information given in the Contract Documents and be compatible with the design concept of the completed project as a functioning whole as indicated by the Contract Documents. ENGINEEWs review and approval will rut extend to means, methods, techniques, sequences 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 Documers) or to safety precautions or programs incident thereto. The review and approval of a separate item as such will not indicate approval of the assembly in which the item functions. CONTRACTOR shall make corrections required by ENGINEER, and shall return the required number of corrected copies of Shop Drawings and submit as required new Samples for review and approval. CONTRACTOR shall direct specific attention in writing to revisiom other than the coredt ins called for by ENGINEER of previous submittals. 6.27. FNGI.NFFR's review and approval of Shop Drawings or Samples shall not relieve CONTRACTOR trout responsibility for any variation from the requirements of the Contract Documents unless CONTRACTOR Ins in writing called ENGLNEIRs attention to each such variation at the time of submission as required by pumgmaph 6.25.3 and ENGINEER has given written approval of each such variation by a specific written notation thereof incorporated in or accompanying the Shop Drawing or Sample approval; nor will any approval by FNGINh]3R relieve CONTRACTOR from Wonsibility for complying with the requirements of paragraph 6.25.1. 628, Where a Shop Drawing or Sample is required IT, the Contract Documents or the schedule of Shop Drawing and Sample submissions accepted by FNGINF.F.R as required by paragraph 2 0, any related Work performed prior in ENGI N`EER's review and approval of the pertinent sularmal will be at the sole exlenac and responsibility of CONTRACTOR_ Confining the Work: 6.29. CONTRACTOR shall carry an the Work and adhere to the progress schedule during all disputes or distka cements with OWNER. No Work shall be delayed or postpxmed pending resolution of am, disputes or disagreements, except as permitted by paragraph 15.5 or as OWNLR and CONTRrCTOR may otherwise agree In writing. 630. C0hTR4C7'0R's General 1Garrangv and Guarantee. 6.30-1. CO N`TRACTO.R warm nts and guarantees to OIANM ENGINEER and ENGP TE-ERk Consultants that all Work will be in accordance with the Contract Documents and will not be kfeetive- CONTRAC.TOR's warranty and fnnamntee hereunder excludes defects or damage caused by: 6.30.1.1. abuse, modification or improper maintenance or operation by persons other than CONTRACTOR, Subcontractors or Suppliers; or 630.1.2. normal weer and tear under nonfat usage. 6.30.2. CONTRACTORS obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. Note of the following will constitute an acceptance of Wnrk that is not in (;KW OEN AL, CONIA'[10M 1910.8 0990 t chumi W f CITY OF FC&T OOLU M MOMFICATIONS {RLy 4IRKK)i accordance with the Contact Documents or a release of CONTRACTOR's obligation to perform the IIIork in accordance with the Contract Documents: 6.30.2.1. observations by ENGINEER; 630..2. recommendation of any progress or fatal payment by E I NTMR; 6303the issuance of a certificate of KQL�ial Completion or any payment by OWNER to CONTRACTOR under the Contract Documens; 6.30.2.4_ use or occupancy of the Work or any part thereof by OWN FR; 630,23, any acceptance by OWNFR or any failure to do so: 6302.6. any review and approval of a Shop Drawing or Sample submittal or the issuance of a notice of acceptability by ENC?INF'ER pursuant to paragraph 14.13; 630.2.7. any inspection, test or approval by rthcrs; or 63018. any correction of defective Work. by OWNnFR lndem etification: 631. To the fullest extent permitted by Laws and Regulations„ CONTRACTOR shall indemnify and hold harmless OW"N`ER, ENGUMIR. INGINCERs Consultants and the officers, directors, employees, agents and other consultants of each and any of them from and against all Maims costs, losses and damages (including, but not limited to, all firs and charges of cngmcers, architects attorneys and other professionals and all court or arbitration or other dispute resolution costs) caused by, 1111" out of or resulting from the performance of the Wov provided that any such claim, cost, loss or damage: (i) is attributable to bodily injury, sickness. disease or death, or to injury to or destruction of tangible property (other than the Work itself), including the loss of use resulting therefrom, and (ia) is caused in whole or in part by any negligent act or omission of CONTRACTOR, any Subcontractor, any Supplier, any perscni or organization directly or indirectly employed I y am, of them to perform or furnish any of the Iilork or anyone for whose acts any of them may be liable, regardless of whether or not caused in part by any negligence or unission of a person or entity indemnified hereunder or whether liability is imposed upon such imkmnified party by Laws and Regulations regardless of the negligence of any audit person or entity. 6.32. In any and all claims against Ott°NER or I IGINEER or any of their respective consultants, agents, olEmrs, directors or employees by any employee (or the survivor or personal represcmativc of such employee) of CONTRACTOR. am Subcontractor, any Supplier. any person or organimtirm directly or indirectly employed by 17 any of them to perform or furnish any of the Work or anvow for whose acts any or them may be liable, the in"nification obligation under paragraph 6.31 shall not be limited in any way by any limitation on the amount or type of damages, compensation or liatefits payable by or for CONTRACTOR or any such Subcontractor, Supplier or other person or organization under workers° compensation acts, disability benefit acts or other employee benefit acts 6.33. The indemnification obligation of CONTRACTOR under paragraph 6,31 shall not extend to the liability of ENGINEER and ENGINEER's Corsu wras. officers, directors, employees or agents caused by the professional negligence, errors or amssio s of any of them. 3un11vd ofObligaYioas 634 All representations indemnifications warranties and guarmrices made in required by or given in accordance with the Contract Documents, as well as all antinuing obligations indicated in the Contract Documents, will survive final payment, completion and acceptance of the Work and iermiuni tionor completion of the Agreement, ARTICLE 7--OTHM XV01RK Related Wm*- at Site: 71 OWNER may perform other work related to the Project at the site by OUNTER's (»vn forces or let other direct contracts therefor which shall contain General Conditions similar to these, or have other work performed by utility owners. If the fact that such other work is to be performed was not noted in the Contract Documents, then: 6) written notice thereof will be given to CONTRACTOR prior to starting any such other work and (ii) CONTRACTOR map make a claim therefor as prodded in Articles I I and 12 if CONTRACTOR believes that such performance will involve additional expense to CONTRACTOR or requires additional time and the patties are unable to agree as to the amount or extent thereof 72 CO.IvTRACTOR shall afford each other contractor who is a party to wch a dtrett coaract and each utility owner (and 0XVNERL if OWNER is performing the additional work with OWN M- 's employees) proper and safe access to the site and a reasonable opportunity for the introduction and storage of materials and equipmera and the execution of such other work and shall properly connect and coordinate the Work with theirs Unless otherwise provided in the Contract Documerim CONTRACTOR shall d, all cutting, fitting and pmchrTT of the Work that may be required to make its several putts come together properly and integnte with such other work. CON -TRACTOR shall not endanger any work of others ln+ Cutting. exouvating or otherwise alteri» s their work aril will only cut or alter their work: with the writien consent of ENGINEER m d the others whose work will be affected. The duties and respansihihtias of CONTRACTOR under this paragraph are for the benefit of such utility owners and other extractors to the extent that there are comparable Ix ExuCGr;3 acAV.cz�»t7rno'wS1919S[i9wi Emaan w' QTY OF FORT COLLINS MOUa7Cd11ONS MEL• 4.2re7a1 provisions for the benefit of CONTRACTOR in said direct contracts between OWNER and such utility owners and other contractors 73. If the proper execution or results of any part of 00N'1'RACfOR's Work depends upon work performed by others under this Article 7. CONTRACTOR shall inspect such other work and promptly repot to ENGINEER in writing any delays, defects or deficiencies in such other work that render it unavailable or unsuitable for the proper executtort and results of CONTRACTOR's Work. CONTRACTOR's failure so to report will constitute an acceptance of such other work as fit and proper for integration with CONTRACTOR's Work kept for latent or norapparem defects and deficiencies in such other work. Coordnatiaa: 7.4_ If OWNER contracts with others for the performance of otha work on the Project at the site, the following will he set forth in Supplementary Canditions� 7.4.1the person, firm or corporation who will have authority and responsibility for coordination of the activities among the varmus prime contractors will he identified: 74,12 the specific matters to be covered by such authority and responsibility will be itemized. and 743 the extent of such authority and responsibilities will be provided. t3nlcsss otherwise provided in the Supplementary fo>uktinms, OWNER shall have sole authority and responsibility in respect of such coordination ARTICLE 8-OWNER'S RESPOY'SfMUTIFS S-l. Except as othenvise provided its these General Conditions, OWNER shall issue all Lommunieatios to CONTRACTOR trough ENGINEER. 8.2 In case of termination of the employment of ENGINEER- O1k'NER :shill appoint an engineer against Whom C011k4ftACTOR makes no reasonable abiectiai; whose status under the Contract Documents shall be that of the former ENGrNMER 83_ OWNER shall furnish the data required of OWNER under the Contract Documents promptly and shill make payments to CONTRACTOR promptly when they are due as provided in paragraphs 14.4 and 14,13. 8.4. OWNER's duties in respect of providing lands and easements and providing engineering surveys to establish reference points are set forth in paragraphs 4.1 aril 4.4. Paragraph 4.2 refers to OW'NEWs identifying and making available to CONTRACTOR copies of reports of cxplarations and tests of subsurface conditions at the site and drawings of physical conditions in existing structures at or contiguous to the site that have been utilized by ENGINTIM in preparing the Contract Documents- forth in paragraphs 5.5 chi axtgit & F>. OWNTR is obligated to execute Change Orders as indicated in paragraph 10.4. S_7_ OWNNER.'s responsibility in respect of certain irnspectiorts, tests and approvals is set forth in paragraph f 3A- S.8 in connection with OWNFR's right to strip Work or !aupend W yak, see paragr%*% 13,10 and 151 Paragraph 15,2 deals with OWNER's right to terminate services of CCJ? IXAC-FOR under certain circumstances, S.9_ The OWR R shall not supervise, direct or have comral or authority over. nor be responsible for, CONTRACTOR's means, methods, techniques, sequences or procedures of construction or the safety precautions and programs incident thereto, or for any failure of CONURACTOR to canply with [aws and Regulations applicable nt the furnishing or pedbrimance of the Wok. OWNIiR will not be respnsible for CONTRACTOR'S failure to perform or furnish the Work in accordance with the Contract Documents, b ltl-._.._L3L4Y#�.lC•'.s..responsibility-* respect -of..undisclosed reasioname r -donee "— a"eiifn arrangetuents have beet....ntade to --satisfy-- OW'NIER's Obligations undaY 'ie-Ofyl iaor oe"M nts, 'T.+?:.n.- S respensrbffrtq in - -respect -thereof will be as,em forth -in the Supplementary Conditions. ARTICLE. 9--ENGTX .ER'S STATUS DURING CONSTRUCTION 09'WER's Representatme: 9-1. ENGIMMR will be ON,NT-_R's representative during the construction period. 'fire duties and responsibilities and the limitations of authority of ENGINFER as 01VNER's representative during; construction are set forth in the Contract Ihwuments and shall not be "aided without written consent of OWNER and ENGINEER. I isits to Site: a'_. ENGINEER will make visits to the site at intervals appropriate to the various sages of construction as ENGI EER deems necessary in order to observe as an experienced and qualified design professional the progress eat ctxaR.v,cro*wttoN5191a,,a9aoloomt wf CITY OF FORT C4?LUNIS moi n cKiT \s(kn,,2taa)i that has been made and the quality of the various aspects of CONITRACTOWs executed Work. Based on information obtained during such visits and observatitna ENG1 .M- will endeavor for the baterk of OkVNF.R to determine, in general, if the Work is proceeding in accordance with the Contract Documents. ENGINEER will not be required to make exhaustive or continuous or, site inspections to check the quality or quantity of the tVA, ENGINL•ER's efforts will be directed toward providing for OWNER a greater degree of oodidence that the completed Work will conform generally to the ConlrAdt Documents. On the bums of such visits and or, site obsm anons, ENGINFER will keep OUNER informed of the progress of the )Pork and will endeavor to guard OWNWR against ahfzotive Work FNGfNf.I-,R's visits and on -site observations arc subject to all the limitations on ENGINEEW3 authority and responsibility set forth in paragraph 9.13, and pazticularly, but without limitation during or as a result of ENGINIEER's on -site visits or observations of CONTRAC OR's Work - ENGINEER will not supervise. direct, control or have authority over or be responsible for CONTRACI.OR's means, methods, techniques, sequences or procedures of construction, or the safety precautions and programs incident thereto, or for anv failure of CONTRACTOR to amply with Laws and Regulation% applicable to the furnishing or performance of the Work. Project Representatity 93. if OWNER and ENGINEER agree, ENGINFER will furnish a Resident Project Representative to assist ENGEslEER. in providing more continuous observation of the Work- The responsibilities and authority and limitations thereon of any such Resident Project Representative and assistants will be as provided in paragraphs93 and 9.13 and •- the S•liplai eiaiiFy Conditions of these General Conditions. If 01NMER desi test another representative or agent to represent. Oli.'ER at the site who is not ENGLhEER's Consultant, agent or employee, the respomibihties and authority and limitations thereon of such other person will be as provided in Iarataph 9.3 of these General Conditions If the ENGTNF,FIZ furnishes a Resident F'rnaect Reprzsentanve{RM or other assistants, or if the OWNER designates a Representative 9L newaa41 as nrovickd in_.d,<•Lrngttq�Yi 9 3 ot..tht Gestural Comlingns, these Representntives shall. have the authority and limitations as provided in Toragraph 913 of the General Cwxl lions attd shall he stew Yn the followi_atjg: Ja 1 The RepB;2"tives clealin s in mallets pcMainita> to iltc cn.stte work will in eenenil. he with the ENG.INEFR apd CQN IK_AQTOR_ But, the Rrpresentaattve wall kcep_ the ,GII?v'ER ,properly advised about such matters. The Representative's dailint_s with subcontractors will only be thnnah or with the _ full knv%, w and Approval _ of the C:OATTkACTQR_ oar" Duties and Rowrigbilities.RctresMWjiv will;. 93 2 t Schedules - Review the Ifomess 19 schedule " other sdxdqles grc aMd Ily the _p_ __ _ CONTRACTOR , Md consult with _the EN GLNEER coiccrnina acceptability. 2.3,' �2CogLcrencqs_ITA Meetma- - &erLd incefina with the CONTRACTOR such as prCconstruction conferences, progress meebap and other tob conferences and virevore and circulate copies of minutes of meetings, 9-3.2.3. Liaison 9.3,131 Serve as HNGINEWS liaison ;With CONTRACTOR working lirincip-afl through ('{)NTPACTOR'S superintendent to asug ft QDNI RA(71L)R in urndetstandtg the Contract Documents, 9,12.3.2. Assist in obtaminiz from OWNER additional - details„_ nr vjfcv on %.r.hen exccutiun of the Work 9,3.2.33- Achise the ENGINEER and CONTRACTOR of the commencement of any Work requiring a Sim Dmir� or %amnle submission if the submission has not hem aMmved by the ENKA NP.);R 9-3.' 4 ReTivw90k.",prk, RejNijop of Defective Wtork. Insiv-vtions and'fesm - 93,14. 1 Conduct on -site observations of ifW progress toassistjjte ftndbNEEk in determining that the Work is proceeding in accordance with the (xintract bowncnis 93.2.4.3._, kownipaRy visiting irispemrs representingpublic or otlwr_agencies hav � juri.-Aliction over the Proiect. record the results inspections and remit to the L!_N0_TeT_W 931^ i - - 11nieTretat-pon, , , _of.... , Contract Documents. ENGINMR when ,_ Report_ tq_ clarificatiorts anti imenvimions of the Contract Iupqinerils. are pee'ded- and. -_ _transmit I to WNTRAC-l'OR clarification and inicaretain of the Canuact Documents as issued by the 9-3.2.6 Modifications. Consider and evaluate CONTRAM'OR'S stm2estions for 20 EXI)CM.WMAL COM)MOMN 191" (I"M E(htiakt W CI FY OF [;ORTWLU.-,3BIODIFICA-nOM%(KLN4!20(JU) moifird ", —mt—I rqxrt _Q hew recommendations to ENGVTM to CON TRACTOR rNGINrFER. 9.3.2.7. RL=&. 93 2 7, 1, Pecord nim addresses and telephone„ -hple nunihm of all CO:\TRACTOI25. . . suLcon �ag .. and major suppliers -of equippent and materials, 9,3,- llReports, 93191 � Finnish INOINEER Ivrio* reports,. as required,, of the Ire grst; of the Work- and pfthe, cp_\-r,kACT0,WS compliappe _with the pr9gms-schedule and schedule of shop _ Dr dwing and sample 9-1-2,8Z' (7cinsuh with - ING INJETR in advance of scheduling major tests, Juigw g7%or start ofym PtjqqTha?Zs of the W0rL 93ZS3. Draft Provesed Change Or& and Work Diective Charge,,, ot"mmg backup on' xnd k ' � E ' NGIINTEM ChHnLe annin-M T 9,31, 8 4. Repot munediatch, to INGINTER and 0ANTR the occu_n7a_a�of any accident. 9.1,19. blyjperA Eggiijists. &evir& applippi axnipltanu milt tine establishedgpeedure for their submission and forward with recommendation to