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HomeMy WebLinkAboutBID - 7263 DOWNTOWN CONDUIT BACKBONE AND LATERALSCity of Fort Collins Purchasing ADDENDUM No. 2 SPECIFICATIONS AND CONTRACT DOCUMENTS Description of BID 7263: Downtown Conduit Backbone and Laterals OPENING DATE: 3:00 PM (Our Clock) August 8, 2011 Financial Services Purchasing Division 215 N. Mason St. 2ntl Floor PO Box 580 Fort Collins, CO 80522 970.221.6775 970.221.6707 lcgov. com/purchasing To all prospective bidders under the specifications and contract documents described above, the following changes/additions are hereby made and detailed in the following sections of this addendum: Exhibit 1 — Questions & Answers Exhibit 2 — Revised Davis Bacon Wage Determination Please contact John Stephen, CPPO, LEED AP, Senior Buyer, Buyer at (970) 221-6777 with any questions regarding this addendum. RECEIPT OF THIS ADDENDUM MUST BE ACKNOWLEDGED BY A WRITTEN STATEMENT ENCLOSED WITH THE BID/QUOTE STATING THAT THIS ADDENDUM HAS BEEN RECEIVED. Addendum 2 — 7263 Downtown Conduit Backbone and Laterals Page 1 of 11 -8- U.S. DEPT. OF LABOR, DAVIS BACON MINIMUM WAGES, COLORADO DATE 07-29-11 GENERAL DECISION NUMBERS CO20100014 AND CO20100015, HIGHWAY CONSTRUCTION General Decision No. CO20100015 The wage and fringe benefits listed below do not reflect collectively bargained rates. Code Classification Basic Fringe Benefits Last Hourly Mod Rate Truck Drivers: 4400 Dump 14.15 3.83 4401 Low Boy 15.07 4.56 4402 Truck Mechanic 15.97 4.61 4403 Multipurpose Truck -Specialty and Hoisting 14.60 3.49 4404 Pickup (Including pilot car) 14.04 3.49 4405 Water Truck 14.88 2.07 4406 Distributor 15.80 5.27 WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental. Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses [29 CFR 5.5(a)(1)(ii)]. END OF GENERAL DECISION NUMBER CO20100015. 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OWNER shill not br responsible for purchasing and maintaining anyproperty insurance to protect the uitertsts of CONTRACTOR- Subuontraciors or others in the «ixlrtu the zwai t aFHny dztluetiklrameunts-that-NFa idrntiGeJ•in- Ihe-Supplrntrnutry-Cornlitiorty:-�f he-rillroC l�swiehin:wchitlrntii"ied:trdiwtiblr•atneanl-wiN-M Farxria by-Et�?:�FF�\�T9R-Subc:EriHacte. r-c�tothers-sot%Fir>e-ixiy sut•h-loss-u rxl-i {-H nv-o C-them-wishes-property-insurance cen•eru•_q-within-the-timils-o6-such -amoune, -each-may purchase and maintuinitat-the pwfchusersown o,4vrer , _:1!l,--EC-GUN'1'R-\C-'7'Uk nyuesis-in-i4ntirt-that-other spruial-irisumnce-6z-irwlud,.vl-i:r shy-�..apenv-inkHtiriEr pelir'ic�grt+yi:led-umkF-panisJ:iph_�` "--c.=-,-.'. ^L4?SEK �ti@ii-if-rt0".rSi:)IL-irh';laiia-SHapt-lnSTiiaile-. "_c-�-nnv-the-2E>:fl F1a��at-wdl-Ea-t h@reed-l�ti}:�I-P�=-TBR-�uppFopn++ke �_',.a,.-.^•�'.kde�ar-l4FinzFt-�.maAc4»ant�'rity-to ul ���`<`t��-�:cvwtH'no;�ulo�nyvoetutiau wr CTfY CI: I'OIt-r (,OLLCS \ILdmnC.4rtO\,5 nCL\' • ,20MI aimmaN rmrnbtif-thz•1Vork-gt•tltr ,itr. C)1V: JGR-sluill-in wfiFing-NdFisz E�tlr�(-'1 1E'CFiR-whtther-tat rtcx-s�whtother iraururur-h@s-bran-prctiurxl-lw-r11�'�Ci: -I•I-1- z144VER-@nJ r_C)i .Rat=TOR-intend that all policies purchased -in nccordatwe widt•lXrmgmpfLSA 6 and-s7-wl14-prettcl-4�14ti jam•^'��-rn ti •r6_ _R :ub. onnctora.--•--EtIli ENEEIL'(ANFERS 4�una1{tuHls Nndttlt-tvhzFperrtxe; kIF-znlitlts-tcknNFKd tit-{}te-c�UppiC{Hrrifarv-CEYkEi{ l6nY-ktNiY-115ttY�-B5 insureds-x-HJtfitanal-irtsura[k•in such-Iw�licirs-Hnd will-pit3F1(ia ktft+HFy-tieYCmgC-{EY-H#i-i65:K5-NAJ dHmagrs-e-0etsed-by-the-part k-cnvarzd-ikrrzby :-�ta•I su�lz•-paliaiaswhkl l-.�ntHiti-tn<wwitxis-etvtfxrti:izt-tltHi lit-Fhr-event-ul-pHVHirnl-of-aii+-loss-ai-Jamiw_r-tlae m �HraiSi91 ii-t}flY,�ihi-H ahf5-Bf{h'<rYaR'-H_Ea+nSFHflY-At lhe�ie;urrds-cr--eed�F ioie3F-ueNxeds-�}icTetkakF F Wl h'`R-,-,rR-E HK-waive --HN-iiglits payable -under any pol icy . <). Ysued j-.4-1,1fn-utklit ieri-?W<+i F:K-wilivcs-H#!-FiMts nea'vLu--Ci��1'i'ILK�7'CtR--.Sttt+uxttractcvS Einsulamis :,-,o-the officers.-dirzvn,rs- am ptoyees-attJ-H>.znts •oG any -of thznSrtbra : l•4-11--Ienartlue fe bu nessirttrrropttott last nC-usa-or-odwr-uortcequvntial-Irss-e.\ ndine lx v�xtd -- d irzct-physics I-loss-or--damngz,to E) W�•F6FL-'s"pretper! v--or-the-lYeirk-ext,srd-bv: viisilg ixn•of•or resulting-[icxn-tiro tx-tttlxrp>zril: whet heror-mx-insured-bn FJ14Nanti -I-I . �_': Icxs-or-tlamnge-to-_the-completed Prejttt OF Hrisve-out Of Ir resullire• Gom• fire•ot'- other -insured peril•eovered k+�unv-proprw:-irnumnca-nl:iintxirtrtl-txt-tha ccwlpletcd-Prejact-ar-port-FheFeef-hy-G VQ,,I: duruw—rAin i ti I—ul i lianitm—pursuant—to paracraph -Completion Pursuant-lo pttHugrilph-Il.i;•otulier-total-puyTnent ptusuHnt-tepatuentph-144-3: arty-irtsur-aAse-polisv--intiintvinrt!-bi' _-Ri c�w:rirr_ and-k�ss�.lama�r-or-oc�tlsryuenttH#-kris-rrtcrrrd-ta-in-this !N"'"gr@p'h-;+F=sh@ N-ar»x@iA-prt�vtst t-rLflathe-eHzel-tFNif tit-tftr-.vent-c+C-payment-of-kAy-xich-liasx-dttiNa� -er. tensx{trant+Hl--4c,�lhr-instH� rs-will--lia4z--ne--.iglus-o{' tt3-cwerv-tign east-mmy-oC-GOVTk:\GTOR:.Sulx;ontmctoa�: F_ti : f_I�GR-C�C.ftiEf=�fZ-'s-Eun:,ttlurms-end-t ha-aRierrs,, Jfrte Ik.YS-a4nplf)yCtSiindit_CfltS-EL-aflF{)t-thcYiT: Receipt and: application of Insounce Proceeds-; 5.12. :1nv insured loss under the policies of insurance tequual by pariamphs5.6 and 5.7 will be adjusted with OWNER and made payable to OWN'CR as fiduciary for the ituurc& as their interests may appear• subject to the requirements, of any applicable mortgugq clause and. of paragraph 5.13. 6WNF.R shall deposit in a separate oceotm arc money, so received and shnll distribute it in accordarce with such ageemenl as the parties in interest may reach. If no other special agreement is reached the chmaged Nark shall he repaired or replaced, the moneys so received applied on account thereof and the Work and the cost thereof covered by an appropriate Chance Order or Written Amemhnent. 4;.13. OWNER as liJuciary shall have puwer W 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 lass to OWNER's exercise of this power, If such objection he made, OWNER as tiduciar• shall make settlement with die insurers in accordance with such agreement as the parties in interest may reach: - If no such agrecnment among tic parties in interest is leached, OWNER as fiduciary shall adjust and wi le- the loss with theinsurers and,-if-rni�ttired--ire-u�itite-tvy<-nnv-part}-in interas�Eyt4 \#i#i-ns-4tduciarv�shall-give-hand-fix-ttia fwVer-rYFt4?n lanp-i4 unh -l- ties. Acceptance if lJondc and fsurance; Option to Replace: 5,1 J, If eider--forty-(AW?�R-er--FEJi�"pfF,4FT9Rj OWNTER has any objection to the coverage allprded by tit other provisions of the Bonds -or inairance required to be purchased and maintained by the tthtr—patty CONTR kCf OR in accordance with Anicic i on the basis of nunconf'ommnce with the Contract Documents, the objeeting•pany.shsll so notifv the other -party will ltgtiN CONTRr\C:TI;IR in writing within tan.Fifteen days after receipt delivery of the certificates (or -otter &idence requested) lg ON"vTR as required by fxiralaph 2.7. ..nrs.-`u,l-ettefrprtwide-te-the ttfat-such-Ilk klitmial-infurmaticrt-in-respect-or-insurance pmvidtd-ns• iha-other-mav-ra�wtwbly-. rryuesi—1 either party party does raut-purchayr-or-msintainall• of-l}ae-Burets-am! insurance- required-of--such-party-•Irv--.the-Contract T3tkattha^,R--;.� ,-poste}-sfieN-netify-tx�-auhrr-party--in WFitiM-uf-suchdeilure•W purchasc prior- W,lhrstart-ol-the -lL`cork-rx-erf-xacfr-faifurr�.sot:rintxin-pri<rr-ttr+any-ahxvw�u-in tit-rcquirtcfcawentgt: \>±ikhc>tit-prtjuJice-totut}t>lht�rw�ttt tx-mmcdv-the-MFaer-prtrtv-maweltea-to-obtain• equ ivelrnt Bonds or -insurance -to protect -such. other•party's-interestss HL the-expame.-ofthe-party-who.w6s requred-to provide -such t evtnree-and-a•r_has>_r+?rEkr�dmal{-lL.tis utd-t43-xJjust-tx (ontmct-price accoi dingly: Partial Utilization -Property Insurance �.15. If OWNER Grab it necessagse • to occupy or ua rt poion or portions of the Work prior to Suhxtantisl LICucal•.Nrx,u. c•ONDrnONS 19 Io3 0990 Etfiliau nY CTIT OIL FORT COLLINS MOLitflCAtmONS tamer' aCoaot Completion of all the Worl:.,such use or occupaney' ntnv be accomplished in accordance with paragraph 14.10, provided that no such use or occupancy shall commence belbre the. lRurera providing the property insurance have acknowledged no6cc thereof and in writing effected any chances in coverage necessitated therehic The insurers providing the property 'insurance shall consent by endorsement on the policy, ot policies, but die F�[up", insurance shall not be cancelled or permitted to Lapse on account of any such partial use or vccupan:y. ARTICLE" 6-CONTRACTOR'S RESPONSI BI LITI ES Supenision and Superintendeace: 0-1. CONTRACTOR shall supervise, inspect and direct the flick competently and efficientlydevoting such attention thereto anal applying. such skills and expertise as may be necexcary to perform the Work in accordance with the Contract Documents. COiv"TRACTOR shall he solely re_cpnnsihlt fix the means, metxd.9, techniques, sequences and procedures of construction, but CONTRAC'I'OR shall not N responsihle for the negligence of others in the design or specification of a specific mearm method. technique, scquence of procedure of construction which is shown or -indicated in and evpressly required by the Contract Documents. CONTRACTOR shall he responsible to see thtl the compicled Work complies accurately with the Contract Documents. 6-1 CONTRACTOR shall keep on the Work tit all times dining its laogrss a competent nesidcni superintendent, who shall not be replaced without written notice, to Ot1TICR and CcvIG[Ts'L•.L•R except under ea'trordinatry circumstances. The sultri atendent will be CONTRACTOR's representative it die site and ;hall have authority to act on behalf of COYFRACI'orc All cannnuu'amtions to the sufxruuendent shill be as binding ,-is if given to CO; iT RAC TOR. Labor, -Materials and Equipment.: 6.3, CONTRACTOR shill provide competent, suitably qualified personnel to Sur'Cl-, hi), out and construct the Work as required by the Contract Documents. CONTRACTOR shall tit all time; maintain gvcmd discipline and order at the site. Except as othenvise required for the safety, or protection of reasons or the Work art property al the site or adjacent thereto. and except as otherwise indicated in the Contract Documents. all Work tit the site shall be performed during regular working hutim and CONTRACTOR will not permit overtime work or the perliommamc of Work on Saturday. Sunday or any legal holiday without OWNER's written consent given after prior written notice to ENGfNECR. CON -TRACTOR shall submit reuc. 5 to the FN INEER no fens than 48 hours in advance of am Work to N- ncrformtd on Saturday. Sund-ay. Holidays or outside the Reeular Working, Hours. 6.4. Unless otherwise specified in the General Requirements, CONTR-ACTOR shall aguish and assume full rcspdxtcibifity for all materials. equipment labor. transportation, corntruction equipment and machinery, tool-, appliances fuel- power, light. heat, telephone. water. sanimry fneilities temporary facilities and all other facilities and incidentals necessary for the fumishiru, performance. testing, start-up and completion of flue Work. 6.4.1, Purckrsinc Restrictions: must comply with the Cills purchasing restrictions A t_tmpy of the resolutions are mailable for review in the. offices of the Purchasing and Risk k4.anagement Division or the City Clerk's office. 6.4_2. Cement Restrictions: City of Fort Collins Resolution91-121 requires that suppliers andprWuecrs of cement or products containing cement to ccrtit4 that the cement was not made in cement kilns that bum Imnzardous waste as a fuel. 6.5. All materials and equipment shall he of gxd quality and ncw, cswpt as odmawise provided set the (:ontract Ihanmments. All warranties and guamnteds specifically called for by the Specifications shall expressly run to the henelit of OtVNTiR. If required by FNTOMMER, CONTRACTOOR. shall furnish satisfactory evidence (including rclion., of required tests) as -to the kind and quality of materials and equipment, All materials and aluipmcnt skill be applied installed connected erected, used cleaned and conditioned in accordance with instructions of the applicable Supplier, except as otherwise provided in the Contract Documents. Progress Schedule: 6-.6. CONI'RACfOR shall adhere to the progress ..schedule established in accordance with paragraph 2.9 as it may be adjusted From time to time as provided below: 6.6.1. CONTRACTOR shill smthina to ENG(NEGR. for acceptance (to the extent indicated in pcaraganph _'.9) proposed adjustments in the progress schedulu that will not charge the Contract Times (or Nlilesiopes). Such adjustments will cextrorm generally to the prowess schedule then in elrect and additionally will comply with any provisions or the General Requirements ap pfi'yabfe thereto. G.G.2. Promised adjustments in the progress schedule that will change the Contract Times (or Nfilesiones) shall be submitted in accordance with the requirements - uf pamgnmph 12_.I. Such adjusmmets may only be made by it Change Order or Written Amendment in accordance with Article 12. 6.7. .Sub#itu1ev erne! "Or -Equal" Items: 6.7.1. Whoever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intenddd to establish the type. function and quality required. Unless the specification or description 6JC'LX; C1E\FJtV. CO La'IIOhS' 19lg8 WON 1311,6 n 1= w1CITY0I; FORT COLLINS MODIFIC'A'TIONS 11WVdna1N11 contains or is allowed by words reading that no like, equivalent or "or -equal" item or no substitution is permitted, Other items of material or equipment or material cr equipment of other Suppliers may be accepted by ENGFKFER under the following circumstances: 6.7.1.1. Vr-Equal". If in ENGINZFRs sole discretion an item of material or equipment proposed by CONTbLAC'fOR is hmctiomully equal to that mimed and sufficiently similar a, than no change in related Workwill be required, it may he considered by FNGINE6'R is an "or -equal" item. in which ease review and approval of the proposed item may, in F.NGlNFER's sole discretion. he neeomplished without compliance with sonic or till of the requirements for acceptance ofproposed substitute items. 6.7.1,2. Sub3liteue /rvms: If in ENGhNiEER's sole discretion an item of material or equipment proposed by CONTRACTOR does not qualify us tin "or -equal" item under subparagraph 6.7.1.1. it will be considered a proposed substitute item. CONI'RACMR shall suhniit sutlicient inlnmmntion ns provided tmclnw to alloy I:NGINF,ER to determine that the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute thcrclbr. The tvocedure for review by the ENGINEER will include the following as supplemented in the General Requirements and as BNGINEF.R may decide is appropriate under the circumstances Requests .t'or review of Lxop wd substitute items of material or equipment mvdl not he accepted by FNTGfj%F.F.R from anyone other than CONTRACTOR If. CONTRACTOR wi9xs to furnish or use a substitute item of material or equipment CONTRACTOR shall first make written application to ENGI\FFR fur acceptance thereof, cerifying that the proposed substitute will perform adequately the tonctions and achieve the results called for by the general design, be similar in substance to That specified and be suited to Ore snmc sew as ten specified The application will state the extent, if tiny. to which the evaluation and acceptance of the proposed substitute will prejudice CONTRACTOR:s achievement of SubsLmtial Completion on time, whether or not acceptancc of the substitute for use in the Work will require it charge in any of the Contract Document; (or in the provisions of any other direct contract with OWNER Cur work on Ote Projecl) to adapt the design to the proposed substitute and whether or not incorporation or use of the substitute in connection with the Work is subject. to payment of any license fee pr royalty. All variations of the proposed substitute Gam that specified will beidentified in the application and available maintenance, repair and replacement service will be indicated The application will also contain tat itemized estimate of all costs or credits that will result directly or indirectly front acceptance of such substitute, including cats of redesign and claims of other contractors affected by the rer;ultute charrge, all of whidi will be cnnsitlered by ENGfNTER in evaluating the proposed substitute. LNGINHER' may require CONTRACTOR it, furnish additional_ data about the propowJ substitute. 6.7.1.3, COMB ICTOR:s Expense: All data to be ptova.led by GONrRAcroR in support of any proposed 'or -equal" or substitute item will be at C'ON7RaCTOR's cVcnw. 6:7.2. Subefinne Cunshucrion :1lelhoa!s or Procedures: If a specific mearts, method technique, sequence or procedure of construction is shown or indicated in and expreesly required by the Contract Documents, C CINTRA(.fOR mar furnish or utilin a substitute mcarm method technique. sequence or procedure of construction acceptable to HNGINFER. CONI'RACrOR shall submit sufficient infirmation to allots ENIGINEF;R. in HNIGINFHR's stile discretion.. In determine that the substitute proposed is equivalent it) that expressly vnlled for by the Contract Documents. The procedure for review by F.NGINEF:R. will he similartothatprovided ins. hpnragrtph6.7.1,2. 6,7.3. Fikgm a✓s F•rvinarhor: FWGfNTF.R will Ix allmvczl a ru-isonable time within which to evaluate each proposal or submittal .made pun. ant to paragraphs 6.7.1,2 arx16, T'_. 1RNIGINT ER will be the sale judge of acceptability. No "or-cyylral or substitute will he ordered, installed it utilizael without FNGINEER's prior written acceptance which will be CVIJenLLd by either a Change Order or an approved Shop Drawing. OWNI-R may require CONTRACTOR to Furnish at CONTRAG'rOR's agerue a special performance guaamtee or other surety- with respect to :my "or -equal" or substitute. ENGINEER will record time required by 0\`Gl3N'EER and GNGfNEM's Consultants in evaluating sulutinues proposed or submitted by CONTRACTOR pursuwnt to pamgtnphs_ 6,7.12 and 6.7.2 and in making changes in the Contract Datunents (or in the provisiotsof any other direct contract with OWNTHR for work un the Project) occasioned dtereby Miether or not ENGINTER accepts a substitute item so proposed or submitted by CONTRACTOR CONTRACTOR shall reimburse OWNER for the themes of ENGLNEER' and ENGINEER's Consultun6 for cvaluating each such proposed substitute item. 68. Concerning Subcontractors, Sumliers and CNhen: 6.r.1. COTY ftACTOR shill not employ any Subcontractor, Supplier or other person or organization (inuludute those acceptable to (:UNTER and la'NGINECR as indicated in pamaraph 6.82). whether initially or us a substitute against whom OWNER or GN'GL'QEER may have reasonable objection. CONTRACTOR shill not be required to employ any Sub:ontractor. Supplier or other person or organization to furnish or perform any of the Work against whom CONI•RA(„TOR has renra?nable objection. ucvc•ceyex-tt cotiurnvu vn ors U »rt euircua ,v/a'tYOFFOKTCOLL sluuulCanoNsocct'.uzown 6_9. CONTRACTOR stall Nrtirna not lest than 26 pesters. of the \Vcrl with its own forces (thou is, without subcontrtctinu). The 20 percent requirement shall be understood to refer to the Work the value of which touils not less than 20 Nrcentof the Contract Price, 6.d?. If=•the-,Supplrmantary-Gonditiau L'idduag Documents require the identity of certain Subconuctors. Suppliers or other persons or ortautizations (includirg those who are to furnish the pririciptl items of materials tr equipment) to be submitted to OWNER in -advance -of -the f;pecified Date prior to the Effective Datc of the AE7ccment for acceptance by OWNER and FNGINFER-and-if F,-E-h�FtdiF=F9K-hrt9-:tehmittrd-sr-1 ist-UKrrat-in xecerdurtce-widest{tr�u�plrmentnry-C�t�rtditierta, OWNER's or HNGINFER's acceptance (either in tenting or by failing to make written objection thereto by the date indicated for acceptance or objection in the biddinc du unients or the Contract Documents) of anaaush-tiuheonaaetor—Supf+li r-<u-ether-prrs"-w�+r oresntaatiaxr-sri I� atifird•-arerevoked--t-t-the k+asis-af-reasr�nnkla-nhjactian-nft�r-rlue-irrFnti�tian; in-tchis� � �r 1y:Fu_�r�'nu dw41-wbatit-an ENU I, JEF.R. No acceptance W OWNER or F C,fN°F.F.R or any such Sub:ontmctor, Supplier or other peraM or orgamnuon shall constituut it waiver or any right of pIVNHR, or ENGINFE'R to reject defective Work. 6'r.l. CONTRA(' -'TOR shall be fully responsible to OWNIER and ENGNEER tit all rots and c4nissions of the Subcontractors, Suppliers and other permris anJ organizations perl'onn ing or furnishing any of the \fork under a direct or indirect cmtraLi with CONTRACTOR first as CON*TRACTOR is responsible for CON'TRACITOR's own acts and omissions. \uthinc in the Contract Documents shall create for [lie benefit of any such Suhcontmetor. Supplier or other person or organization am' conlmctual relationship between OWNER or ENMINEER and any such Suhconlractur, Supplier or other person w organization nor shall it create any oblippion on thepun of OWNER or ENGINEER to pav ur to we to the payment of any moneys due arty such Subcontractor. Supplier or other persem or organization except Its may otherwise he required by Laws and Regulations. OWNER or FN 'IN''Fh' nt ky Ihrnish 10 any %Uhcontraictor. supplier or other person ttr orvanintion evidence of amoomis paid to CONTRACTOK in accordance ovith cammRACTOR'S "Applications Ter Panntent". 6,9•2. CO\TRACTOR shall he solely responsihle for scheduling and coordinating, the Work of Subcontractors. Suppliers and other persons and organizations performing or furnishirc any of the Work under a direct. or indirect contract with C()N'I'RAC7'QR" CONTRACTOR shall require all. Subcontractors. Suppliers and such other persons and organizations performing or furnishing any of the Work to communicate with the ENGOUR through CONI'R.ACTOR. 6.10. The divisions and section: of the Specifications and the identifications of any Drawings shall not control CONTRACTOR in Dividing the Work among Subcontractors or Suppliers or oL:lirX:ating the Wosk to Fe perf:rrmlcd by any specific trade, 6.11. All Work perrommed for COINTPLACXOR by a Subcontractor or Supplier will be pursuant to an appropriate agreement hetw•een CONTRACr(W and the Subcontractor or Supplier which specifically binds the Suhamtmctor or Supplier to the applicable terms and COndihOMS of the Contract Documents for the hcnefit of OWNER and INGINI F.R. lWmertrwe�anµtteh�wseoment is -with a cr,r__• -he •••••^c`[lr-AF.til3ppileFWhf>-m.4-IKic4f-n�-Nn Proem Fees and Rotm!lies: 6,13. CO\TRACTOR shall pay all license ties and royalties and assume all costs incident to the use in the performance of the \York or the incorporation in the Work of any invention, design, pmaw., product or device which is the subject of parent rights or copyright; hell Lw others. If a particular invention. design, process. product or device is specified in the Contract Documents for use ua the. performance of the Work and if to the actual knowledge of OWi\TR or GNCjWM:R its use is subject to patent rights, or copyrights; calling for the payment of any license fee or royalty to others, the existence of such righu shall he disclosed by OWNER in the Contract Documents. To the fullest cxieni permitted by Laws and Regnlatlona.. CONTRACTOR shall indemnify and hold hunnlews OlV1KER, ENCRNEER, ENGrh'EGR's Con;ulumLs and the officers, directors. employees. agents and other consuluints of each and tiny of titam from and aeainst all claims, costs. losses and damages arising out of or resulting from any inliinecment of Mtent rights or copyrights incident to the use in the performance of the \Vurk or resulting from the incorporation in the Work of any invention design. process, product or device not specified in the Contract Documents. 5)C'lriI oENh'F(Ah CORUI'n Ohs U t4S P 99v Edflioa 14 wr Cl'fTClr•I'ORTCULLI2S\IC{m119C.411ON5tKL'\'•b?OIXn Permits: 6.13. Unless otherwise provided in the Su lemtenlnry Conditions. CONTRACTOR shall obtain and pay for all construction permits and licenses. OWNER shall assist CONTRACTOR, when necessary. in oltainirm such permits and licenses. CONTRACTOR shall pay, all ggvetmnanhd charges and inspection fees necessary for the prosecution of the Work. which are applicable an the time of opening of Bids. or. if there are no Lids. en the Effective Data of the Areemam. CONTRACTOR shall pay all charges of utility owners for connections to the Work. and (-AVNkR shall pay all charges of such utility owners for capital costs related thereto such as plant investment fees. G14. Laws and Regulations- 6,14.1. CONTRACTOR shall give. all 'notices and comply with all Laws and Regulations applicable to furnishing and peifornmarxe of the Work. Except where otherwise e\pressly required by applienhle laws and Regulations, neither OWNER nor' RNIGINEIiR shall he responsible ibr monitoring CON'rRAt:I'Oh's compliance with any Laws or Regulations 6.14?. 11' CONTRACTOR perRams any Work knowing or having rcaain to know that,it is contrary to I.aws or Reguinioml CON"INAC(l'OK shall bear all claims, costs, losses and damnees caused h}'. arising out of cur resulting therefrom; however, it shall not be CO\TR \CTtIR's primary respatsibility to make certain that the Speliticationsand Drawings arc in accordance with Laws and Regulations, but this Sul not relicva CONTRACTOR of CONTRACTOR'S ohligatinns under paragraph III Taxes 615, CONMAC;fOR SFUIII pay all cues, consuiner. use and other similar taxes squired to be paid by CO:`TRL\CTOR .in accordance with the Laws and Regulations of the place of the Proust which are applicable during the performance of die Work. 6.1 S.l. OWNER is exempt from Colorado Slate and local sales and use. taxes on materials to be permxncntl}_inccrpo tied imo the project. Said taxes shill not be included in the Contract Price. CONTRACTOR must apply forand reccive,_a Certificate of Gxcmrptiun .from the, Colorado D_e +arnmynt of Revenue for construction materials to tie physically incorporated into the project This Certification of Exemption provides that the C(_LN'1'lL\CTOR shall neither ray nor include in his L_'icL Sales and Use Taxes on those twilling and construction n•terials phvsic�. rued into the moiect. Address: Colorado Department of Revenue State. Capital Annex 137> Shennan'Street Denver, Colorado, SO '61 Sales and Use Taxes for the Stale of Colorado. Residual Transportation District (RTD) and certain Colorado counties are collated by the State of Colorado and are_ included in the Certification of ESem Dti011 All tgpplicable Sides and Use Taxes incluLfi , State collected taxes), on tam• items other than construction and buildirU materials h� %sil_alh• ina)rxtrated into the project are to he paid by CONTRACTOR and are to be included in uptxooriite bid items. Use . fPrenti.vec 6.16. CONTRACTOR shill confine construction equipment. the storage of materials and equipment and the operation% of workers to thesite and land and areas' identified in and permitted by the ContractDocuments and other Innd and areas permitted by laws and Regulations. rights -of -way, permits and easements, and shall not unrensonnhly eneumher the premises with construction equipment or other materials or equipment. CONTRACTOR shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereofor of any adjacent land or areas, resulting From the performanceof the Work Should tiny claim be made- by any such owner or occupant hceause of the performance of the Work. CON'I'RACfOR shall promptly settle with such other parry by negotiation or otherwise resolve the claim by arbitration or other dispute resolution proceeding or at law. CONTRACT OR shall, to the fullest extent permitted by Lmws and Regulations, inolemnify mid hold Ihanuless. CIWNCR. ENGLNTER ENGLIfEER's CoawlL•ant and :+mciny directly on indirectly employed by any of them from and agni st all claims costs, losses and dnmagLx arising out of or resulting front tiny claim or action. legal or equitable brought by any such owner or ocLupanl against OWNER ENGI.NTT•.GR or any other party indemnified hereunder to the. extent caused by or teased upon CONT'RACTOR's performance of the Work. 6.17. Daring the progress of the Work CONTRACTOR shill keep the premises Gee Irom uccumulatorts of waste materials. rubbish and other debris resulting from the Work. Al the completion of the Work CONTRACTOR shall remove all waste materials. rubbish and debris from and abort tie promise.; as well as all tools, appliances. construction equipment and machinery and surplus materials. CONTRACTOR shall Irave tie site clean aril ready for ocuup rosy by OWNER at Substantial Completion or the \York. CONTRACTOR Anil restore to orioruil condition ltl property not desigmited for alteration by the Contract Documents. 6.1 R. i:ONTR.4Cf OR shall not load nor permit any part of am• structure to foe lirided in ins manner that will endringer the structure, nor shill CON I liukCl'OR subject any part of the Wore: or adjacent property to stresses or pressures that will endanger it. Record Documents, EKIX(;EN'h.A:\L CONDMOU 1910$ (1990 E(iliwi x9 CITY OF FORT COLLI h5 9lOL8PICdi'IONti Idli\' aQUtllll (,.19, CC)\,TRACTOR shall maintain in a &life place at the site one record copy of all. Drawings. Specifications. Addenda, Written Amendments. Change Orders. Work Chmge Directives. Field Orders and written interpretalicm% and clarifications (issued pursuant to ppnamph 9A) in good order and annotated to show All chanues made during. construction These record donunents (ogether with all approved Samples and a counterpart of all approved Shop Drawings will be avuilable to ENGWEER fir reference. Upon completion of the Work and prior to release of final payment, these record documents. Samples and Shop Drawings will be delivered to ENG I N IER for OW N P•R. Safety and Pratecdan' 6,_0, C ON'1'R.,\C:'I'QR shall be responsible our initiating, maintaining and supervising all safety precautions and programs in connection wish the Work. CON"I'RAGMR shall Lake all necessary precautions for the safety oC and shall provide the necessary protection to prevent damage, inlriry or Irns to: 6.26.L all persons on the Work site or who may b: aftected he the Work_ 6.20.1 all the Work and materials and equipment to be incorporated therein, whetter in storage on or off tie site. and 6—NIA other property at the site or adjacent thereto, including tree shrubs, lawns, walks; pavements, roadways, stnnturm utilities and Underground Facilities not desien3ted for removal, rclvxntion or replacement in the course of construction. CONTRACTOR shall comply with all applicable laws and Regulations of -,my public body havingjurisdictiori for safety of persons or property or to protect them from damage, injury or loss; and shall erect and maintain all necessary safeguards lbr such safety and protection, CONTIL\CFOR steal] notify owners of adjacent property and of Undi:rground Facilities and utility owners when prosecution of the Work may affect thenh, and shall cxxpeoite, with them in the protection, removal. relocation and replacement of their property- All damage, injury or loss to any property referred to in Exam xaphsfi.m. or 620.3 nursed, directly or indirectly, in whole or in Fran. by CON'T1,ACTOfL any SubLonuactor• Supplier ur any other person or or•,animtion ducal• or indirectly employer) by any of them to perform or furnish any of the Work or anyone for whose acts any of tent may be liable. shall be remedied by C(' iJTRACTOR (except damage or loss attributable to tic fault of Drawings or Specifications or to the acts or omi�ions of OWNT-R or ENGfNEER or DIG MN Consultant or anyone employed by any of Ihon or anyone fire whose acts any of them may be liable•,, and not' attributable. directly Sr indirectly, in whole or in part. to the fault or negligence of cON'fIL-%CI'OR or any Subcontractor. Supplier or other person tar or nnizaaion directly or indirectly employed by any of them). CONI'RAC JOR's duties and restionsi hi lities for the safety and protection of the Work shall continue until such time as all the Work is completed and ENG I N HIER has issued a notice to OW\MR and CONTRACTOR in accordance with paragraph 14.13 thin the Work is acceptable (except as otherwise expressly provided in connection with Substantial Ccttnpletion). 6.21. ,Safety Heprecenratirr CONTRACTOR shall designate a qualified and experienctc! safety representative at the site whose duties and responsibilities shall be the prevention or accidents and the maintaining and supervising of safety precautions and Programs. Hazard Cumnmunicrmtnm Pragrains: 6,21 C;O\rl'RA<;I'OR shall he resronsihic for wordinatinc any exckarme of material safety data shorts or other hazard communication information required to he made available to or exchanged between or amour, emphwers at the site in iccordancc with laws or RcLufntiwis. tinergenciev:. 6.23. In a7ncrecm:ies alli sting the cncty or protection of persons or the Work or property at the site or adjaccnL thereto. C01Nrl'RAGI'0R, wnhoxn special instmetion or authorirntinrrl'rom C11VNF:11 or ENGINFFR, is obligated to act to prevent thmcatened damage, injury or loss. CONTRACIUR shall give h:NC 01HER prompt wrinen notice if CON'I'RAC'rOR believes that any significant changes in the Work or variations front the Contract DoctunenLs have been caused therebv. It' ENGINEER determines that a chanec in the (contract Documents is required because of the. action taken by CONTRACTOR in response to such in emergency. a Work Change Directive or Changc Order will he issued to document the consequences of such action. 6.24. Shop Drawings and Snniplev 6.34.1. CONTRACTOR shall submit Shop Drawings to ENGINMZ for review and approval in accordance with the accepted schedule of Shop Drawings and Sample subinimals (.see paragraph 29). All submittals will be identified as ENGINEER may require and in the numixt of copies specified in the Genend Requiremments. The data shown on the Shop Drawings will be complete with respect to quantities dimensions, sfeeified performance and design criteria. materials and similar data to show ENGINEER the. materials and equipment CONI'R,ACTOK proposes to provide and to enable ENGINEER as rrvrew the information for the limited purpoxs required by paragraph 6'6. 6.2-4,2, CONTRACTOR shall also submit Samples to ONGWEER for review and approval in accordance with said accepted schedule of Shop Drawings and Sample. submittals. Each Sample will be identified clearly as to material. Supplier. pertinent datu such m "Wilog numb m and the use for which intended and otherwise as ENUFNEFR may require to enable I•i\IGINL'•FR to review the submittal for the limited 51C'UC OENEa.V. Ci �\Ul'I1 C1KS I I/ 10.3' i l9'/V E161ica 1 IG wgi_TIT OF PORT COLLWS MODIFICA'I'IONSi WV-IQWtlII purses required by pura:_rapl0^6. The, numbers of each Sample io be.. submitted will be ate specilinl in the Specifications. 6.25. Submiaal Procedures 6.25.1. More submitting each Shop Drawing or &maple, CONrRACfORshuil have determined and verdmd: 625.1.1. all fied me=irements. quantities dimenions, specified performance criteria, installation requirements, materinls camlog numbers and similar information with respect thereto, h 25.l 2. all materials with respect to intended use., 1'ahrication, shipping, handling, storage. assembly and installation pertaining to ilme performance orthe Work. and 0.2i.1.3. all information relative to CONfR'AO'IVR's sole responsibilities in respect of m�nns methods, techniques sequences and procedures of construction. and wren• precautions and programs incident thereto, CONTRACTOR shall .also have revionvod and coordinated each Shop Drawing or Sample with other Shop Drawings and Sammplcs and with the requirements of the Work and the Contract Documents. 6.2i.2. Each suMnittal will hear a stamp or stimitic, written indication [lint CONTRACTOR has satisfied CONTFLAC:TOR's obligations under the Contract Drh:unionts with respect to CONERAC;rows review and approval of that submittal. 6:2S.3, At the time of ouch submission, CONTRACTOR sliall give LNIGGNTER. specific written notice of such variaitiuns if any: that the Shop Drawing or Sample submitted may have from the requiruinentg of the -Contract Documents, such notice to be 'in a written cnununitnion separate Coin One sulinival, and. in audition, shall cause a specific notation to be made on cads Shop Drawing and Sample submitted to Lei SGINEER for review and upproval of each such varielioru 026. ENGINEER will review and approve Shop Dmwings and Samples in accordance with the schedule of Shop Drawings and Sample submittals accelied by ENUL\rEER as required by paragraph 1.9. ENGLNNEER's review and approval will be only to determine irthe items covered by the submittals will, after installation or intorpor Lion in the %York� cunlorm to the intirmation eiven in the Contract Documents and be compatible with the design cuncxpl of the completed ktuject as a timnimmag whole !is indicated by the Contract Documents. ENGLNEFR's review and approval will not extend to means, methods, techniques, sequences or procedures of ctnsuuction (except where a purticular means, method, technique, sequence or procedure of construction is specifically and expressly called for by the u Contract Dcxments) or to vhlety precautams It prcn-'rams incident thereto. The review and approval of is separate item as such will not indicate approval of the assembly in which: the item functions. CONTRACTOR shall make corrections required by FNGINIiER,.and shall return die rcquircd number of corrected copies of Shop Drawings and submit cis ivquiied new Samples for review and approval. CO\TRACTOR shall direct specific attention in iiriting to revisions other than the corrections called fur by LNGM-ER on previcxis submittals. 6.27, FNGINFER's review and approval or Shnp Drawing— ;, or Samples shall not relieve CO'NTRACTOR Grim responsibility for am• variation from the requiremenm of the Contract Oocuments unless (;ONI'RACTOR. has in wrilimc called ENGIN'EER's intention to each such variation at the time of submission as required by Fxmragraph 6.2S.3 and ENUINFER has given written appreivnl of ench such variation by a specific written notation thereon inc'orTxraled N or acurmlranwing die Shop 1-1m wing or Sample approvnl; nor will any approval by F_NGINEF.R. relieve COM'RACI'OR Croat responsibility for complying with the requirements of pnmgraph 6 2 i l- 6r2'. ',Vhere a Slop Drawing or Sample is required by the Contract Documents or the schedule of Shop Drawing and Sample submissions accepted by FNG6NTF.R its, required by paragraph2.9• any relined Work perfctmed prior to L-\GINF: Xs review and approval of the pertinent submittal will be at the ale expense and responsihility of CONTRACTOR. Continuing the Work: 6,29. CONTRACTOR shall Larry, on the Woxk: and adhere to this progress schedule during all disputes of disagreements with OWNER. ER. No Work shall be. delaytd or postponed pending resolution of any disputes or disngeemenis, except as permitted by paragraph I i.5 or as OW1iER and. CONTRACTOR may otherwise agree in writing. _ 6.30: C0ATR4(.70R's General 71-nrranrP and Guarantee: 6.3 Q L CONf RACTOR warrants anti guarantees to OWNER, ENGFMEER and ENGPNTER's Consultants that all Work will be in accordance with the Contract Dociimceats and will not he tkfective. C(NTRACTOR's warranty and guarantee hereunder excludes defects or damage c uscol by: 6.30,Ll, abuse. modification or improper mainter¢mce. or operation by persons other thin CONTRACTOR, Sub ontracturs or Suppliers; or 630.1.2. normal wear and tear under normal ustige. 6.30.2. CONr P' \CTOR's obligation to perform and complete the Work in accordance with the Contract Decumenu skull be absolute. None of the following will mnstimre an acceptance of Work that is not in GICDC'GENLx-V. CQNUI'niehl' 19IV•S (YP)a E61imI ova a'n' or• roar Cora ns MODIFICA r10NS ntry deown accordance with the Contract Documents or a release of COL!TRACTOR's obligation to perform the Work in aecordimce with the Contract Documents: 6.30.11. ubservauons by ENGINEFR: 630':2. recommendation of any progress or fm:l payment by ENGfNLER; 6.30,2.3. the Issuance of a certificate of Substantial Ccnipletibn or tiny payment by OWNER to CGN1'.RACTOR under the Contract Documents; 6 30.2.4. use or occupancy of the Work or tiny pan thereof by 0"WER; 630.2.3. am• acceptance by OW'NFR.nr any failure to do so: 6.30 2.6.. any reviser and approval of it Shop Drawing or Sample submittal or the issuance of a notice of acceptability by FNUINFFR pursuant to para_garnlih 14-13; 6.3(1,2.7, any inspection, test or approval by others: or 6.30.2.8, any correction of col+wive Work by ()WNIi R. Indentnifrcatran:. 6.31. To the fullest extent permitted by. laws and Regulations, CONTRACTOR still indernnily and hold lmnnlecs Q\\1-1M- 2�'GPNE•ER (3VGLNtEER's Consultants and die officers directors• employees, agents and other coreadrints of eich and anv of them from and against all claims, costs, losses and damages (including, but not limited to, all fees rind clvuges of engineers• architects, attorneys and other professionals and nil cote or arbitration or other dispute resolution costs) caused by, atising out of or resultinu Goni the perlonnance, of the Work, provided that any such claim, cost loss or damage: (i) is attributable to bodily injury. sickness. disease or ckmh, or to injury to or destruction of tangible property (other than the Work itself), including the loss of use resulting therefrom, and (it) is caused in whole or in pan by any negligent act or omission of CONTRACTOR any Subcontractor. any Supplier, any person or organization direcly or indirectly emplaved by any of them to perform or furnish tiny of the \York or anyone for whose acts any of them may be liable, reizardless of w•heiher or not caused in part by any negligence or omission of a person or entity indemnified hereunder- or whether liability is imposed upon such indemnified party by Laws and Regulations regardless of the. negligence of tiny such person or entity. 632. In any and all claims uguimt OWNER or EN(I1tiFER or art\• of their respective consultants. agents officers, directors or employees by any employee (or the survivor or M1rsonal representative of such employee') of C'ON7R-ACTORt any Subcontractor. -my Supplier, any person or onarmization directly or indirectly employed by 17 any of them to perform or liunish. am' of the (York or anyone for whose acts any of them may he liable; the indemnification obligation toter paragaphii.31 shall not be limited in any way by any limtation on the amount or type of damages compensation or benefits payable by or to CU4,�,TRACTOR or any such Sulxamtmaor, Supplier or other person or ert_'amL`Itlon under worked.' compensation act& disability be-nifit acts or other employee benefit acts. 6.33. The indemnification obligations of CONTRACTOR under paragraph6.31 shall not e-mend to the liability of ENGINI EFR and E\'GINEFR's Consultants officars, directors, employees or ngents caused by the professional nagli once. errors o omissions of any of them. Survival ofOhGgatumc.• 634, All represcrtatloni indemnifications, warranties and guarantees made in required by or given in accordance with the Contract Documents, as well as all continuing obllntiorvS indicated in the Contact Document, will. survive final payment, completion and acceptance of the Wok and termination a completion of die Agreement. ARTICLE 7--OTHER WORT: Mated Nark at Site: 7.1, CRVNFR may perform other work related to the Projevt at tire site by OWNER's own forws, or let other direct commas therefor which shall contain General. Conditions similar to these, or have other work perfumed by utility owners if the fact that such other wok is to be Ivrfrnmcd was not noted in the Contract Documents, then. (i) written notice thereof will be given to CONTR\CTOR prig to starting any such other work and (ii) CONfR\C-FOR may make. a claun thereto as provided in Articles 1 I and 12_ if CONTRACTOR. believes that such performance will involve additional expense to CONTRACTOR or requires. additional time and the parties are unable to agree as to the arnount or extent thereof. 7.? CONTR-ACTOR shall a(Tord each other contractor wfu) is a party to such a direct comnict anti each utility owner (and O\VNFR, it" O\\NER is performing the additional work with O\VN'ER's employees) pruper and safe access to the site and a reasonable opportunity for die introduction and strange of materials and equipment antd the execution of such other work and Shull properlyconnect and ctrtrtlirarle the Work with theirs_ Unless otherwise provided in the Contact Dtn:umenrs, CONTRACTOR ..shall do all cutting fitting and perching of the Work dlat may be required io make its several [,carts come tugether properly an(] intisrate, with such tither work. CONTIL\CTOR shalr nt endanger any work of others by cutting. exwvatirip or otherwise altering their work and will oniv cut to alter tha:u work with the written consent of ENIGE tEFR and the others whose hvork will be afrccted. The duties and reTimsihilitics of CONTRAC:fOR under this paragliph are for the benefit of such utility owners and other mntmetom to the extent that there are comparable k•JCUC OEM•A:V: CO DI'll 0,14419198 r1999 Ettititiu I, w7 CITY Olt I'ORT COLLIr i NICA)ll'IC'A'nON5 iILLV-b2t)all provisions for the benefit of. CONTIL\CTOR b said direct rontrrtcis between OWNER anti such utility owners find other contractors. 7.3, If the proper execution or results of any rout of C01%rI'RA(-T0W's Work depends upon work performed by others under this Article 7, CONTRACTOR shall inspect such other work and prompdy report to ENGfNiEFR in writin..anv delays. defects m deficiencies in such other work that render it unavailable or unsuitable fair the proper execution and results of CONTRACTOR's Work. CONTRACTORas failure so to report will constitute an acceptance of such other work as fit and proper for integration with CONFrRACTOR's Work except for latent or norapparem defects and deficiencies in such other work. CnnrrSaation: 7.4, If O%VNFi'R contracts with others for the performance of other work on the Project at the site, the following will he set forth in Supplementary (Conditions: 7.4.1. the perscum, Firm or corporation who will have authority and respomhility far coordination of the activities among the various [mime contactors will be identified, 7.4.=. the specific matters to be coveted by such authority and responsibility will be itemized: and. 7.4.3. the extent of such authority and responsibilities will he provided. Unless otherwise provided in the Supplementan Conditions, O\ITFR shall have sole authority and responsibility in respect of such coordination, iva][CLE X--OW\-ER'SRESPONSLf3ILrr1Es 9.1. Except ,,s otherwise provided in these Cienem] Conditions, 0\4''NF.R shall issue all communications to co\rrru\croa through f1(3INiEER. X.3. In case of termination of the employment of FNlGNFER. OWNLR shall appoint an engineer against whum-C-'ONfT R.At_ TOR- mako-no - rcasvrmblc-obj=t im; whose starts under the Conttaet Documents shall be that of the font ENGNECR. U. O\\'\'ERshall furnish the thin required of O14'NTR under die Contract Documents promptly and shall make pxp•ments to CONTRACTOR promptly when they are due as provided in paragraphs 14.4 and 14.13. 8.4. O\\ImER's duties in respect of providing lands and cascmlents and proviJim_ &iiiincering swvcvs to tsmiblish reference points are set forth in paragraphs 4.1 mid 4.4. Nrigraph 4. refers to O\4'NFlt's identifying and makiniz ,,variable to CONfRAC'I'OR copies of reports of explonruons and tests of subsurface conditions at the site and drawings.of physical conditions in existing structure%at or contiguous to the ,ite that have been utilized by ENG IN-EER in preparing the Contrtct Doc urrienty. IL+,—c�14'?SG17•s-rrrt craibilities-irrreywv;k-ul-purt'hnsir a(h:-tflaHiUHnm'_3-ii86klrtF-»nEl-pHtj.Yny-iRSuraREl•-BrC-nisi forth•in paraanephs _ithrwgit-i:l tt. X.G. OWNER is oblicatel to execute Chin__e Orders as indicated in paragraphs10.4. X.7. OW-NrER's respoyLiibility in respect of certain inspections, tests and approvals is set forth in Nmvmph 13.4. X.X. In connection with O%VNF.R's right to stop Work or suspend Work, sec ramgnphs13.In and 15.1, Fluagraph I5? deals with OWNE'R's riot to terminate services of CO: TRAC'MR under certain circumstances. X.9. The OW'Nl'R shall net supervise, direct or have control or authority over. nor be « sdwnsible fur. CONTRA(-'TOR's mien, methods. techniques, sequences or procedures of construction or tie safety precautions and proemmsincident thereto, or for any failure of it' NTRAC-I'OR to comply with I.ays and Rcgutatiims applicable to�th& fumishing orperlonnmue or the- Work, OWNER will not be responsible lbr CONTRACfOR's' failure to perrurm or fumisli the Work in accordance with the.Contlact Documents F,44.—(=3W;tit`Ri{ e\RSlimllFy-IR-F2.ST7e6l-n�HRdk:£IkY.lil : iStiY.t--rH-�'r.�-r-.'�'FrE)k`Um—iia�:ff�eaki5—ika5t2�N Rmlieactivr=.•latrt-ia-4runeavrFeA-eFrevrnlrci-Fit --the-sit,-6 set-+iqh-irrparag3aph�_+:. Xa-1—rEarid-tatlie<rtetH$!4'?.'ER-73»s-;,#eekl-te-tiirrtish F:411+CFR>1F'CF)Ib--re»srnwhk--cvidrrnra--that-Rrntrati»I nrraneenhents-Imve-ben-m adr-to--sibs(v-t�14'D: ER's reslonsibili[rin-respect-thereof-will-be-as-;et-(onto .�-the Supplemenrury Conditions; ARTICLE 9-F-NGINF.F.R'S STAMS DIT21NG CONSTRGCRON 01VAER' Representative: 9.1 EN(NN'EER will IV OWNER'S representative during the construction period the denies and respunsihilities oral the limitations of authority of ENGINEFR as OIVNER's representative during cronslrutxion are set forth in the Contract Documents and shall not be extended without written consent of OWNER and ENGINEER Visits to Site: 9.2. F.NrGNEER will make visits to the site at intervals nppropriate to nhe various stages of construction as ENGINEER deems necessary in older to obsY vc as an experiemrd and qualified design professional the progre,,s LICOC'UENERAL costil'nti,U 191 o s tt990 Etfitlau e7 Cl'IY OF FOR 1' COLLINS \IOLIIPICTTIUO'ti i Rli1' dR0a0I that has been made and the quality of the various aspects of CONriR\CTOR's e-xectiletl WL14- Caned on information obtained during such visits and observations. ENGINEER will endeavor for the benefit of OWNER to detemlme. in general.. If the Work is proceeding. In accordance with the Contract Documents. ENHNEHR will not be required to make exhaustive or continuous on - site inspections to check the quality or quantity of the Work. ENUNTE-ER's ellorls, will be directed toward providing for OWNER a greater degree of confidence that the completed Work will conform generally to the Contact Documents. On the basis of such visits and on - site ohsen•ationt f:NGIA'IiER will keep OWNER informed of the pro res-s of the Work and \sill endeavor to guard 01VNER against tiger ive Work. ENGINHHR's visits and on -site observations are subject to all the limitations on ENGINEER's authority and responsibility set tbrtE in ram. ph 9.13, and particularly. but without dur limitation. ing or as a result of ENGlNEER's on-sitc visits or observations of CON'I RACfORc Work ENGINEER will not supervise, direct. control or have authority river or he responsible for ('ONTRACI'OR's manes, methods; techniques, sequences or procedures of construction or the safety precauturxis and 'progams incident thereto, or for any failure of CONTRA(:'I'OR to comply with I.ays .and Red+ulaticins applicable to the fumishingor perfcirnance of the Work. Projecl Representative: 9.3. If 0WDiFR and HN'GhghldR ser e, HNGINFi11-R will banish a Resident .141tjcct Representative to assist EDICANEER in providing more continuous observalion of the Work- 'rife responsibilities and authority and limitations thereon or any such Resident Project Representative and assistants will be as provided in parabrkphs 9.3 and 9.13 mid-in-the-.tiupplenenukq Conditions of these Generale Conditions. If OWNER designates another represenlative or agent to represent OWNER at tie site who is not ENGINEERS Consultant, agent a employee, tie responsibilities and authority and limitations lherecxh of such other person will be as provided in the $appinhtertafy4-ct litians paragraph 93 of these General Conditions If the FNR3fNE'ER tLa Qic� a Resident Prpjetnt R n_c�'inative (2PRj or. other aissistanl.t, or if the (71V,\rER desiisiatcs a F ep L;e ]]live or agent, all as provided in [moteraph 9.3 of the General Conditions, th�Ne Representatives shall have the authority and limitations as progidcd in paraitmp_h 9.13 of the General Conditf(m and.4nfi be subiee;t to the tiillowurz: 9.3.1. The Kepresentatiees dadims in matters •rtx, ruining to the on -sae work will in tT, ,,, 1. 1x with the FNGPl FF.R and CO\ fR ACTOR_ But the Representative will keep the OWNTR_pmpedy aelvised about such matters. The Represrn taive's dealings with sulx:ontraclurswill kmlvkmly be through or with the Cull knowlad_e_and upproeal oC the ,ON.1.h�t-.L:O—K 9.3.2. Duties and Resromibilities. Renresrnntivee will: 211-.I-Schedules Review the Lw -t ss U.S. DEPT. OF LABOR, DAVIS BACON MINIMUM WAGES, COLORADO DATE 03-12-02 GENERAL DECISION NUMBERS C0020014 AND C0020015, HEAVY AND HIGHWAY CONSTRUCTION WAGE DETERMINATION APPEALS PROCESS 1.) Has there been an initial decision in the matter? This can be: ♦ an existing published wage determination ♦ a survey underlying a wage determination ♦ a Wage and Hour Division letter setting forth a position on a wage determination matter ♦ a conformance (additional classification and rate) ruling On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis -Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed. With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of construction wage Determinations. Write to: Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, D.C. 20210 2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to: Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, D.C. 20210 The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue. 3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to: Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, D.C. 20210 4.) All Decisions of the Administrative review board are final. Addendum 2 — 7263 Downtown Conduit Backbone and Laterals Page 9 of I I >cherhtle and otter schedules nrepored btu the CONri RACTOR and consul) with the ENGDEER concerriffit, acoeptabilitv, 9.311 Conrcrenccs and AhYting - AtI and m torte with the CONTRACTOR -such ms preconstructionain_pernces._prugss meetings and other job corderences and mcoare and orcul_ate copies of minutes of meetings, 9.3.2.3A. Stine as ENGINEER'S liaison with CONTRACTM workitm principaN Ihrotwh CONTRACTOR'S sunaintendent to mcsist the coINTRAcrok in understanding the Contract Documents. 9.3.2.3.2, A- -isl in obulinine fiom OWNER additimmil dMails or inromtatiort when rcauirckL for nrcner cscsution of thc. Work. 9.3.133. Advise the ENGLNFER and CONTRACTOR of the crommencement of anv Work reduirinn n Shop Drawing, or mniple sulnnission if the submission-Ins.not been a gnved by the ENGINEER. 3,' d.Review of WVgk Rcjec6on_of Dzfec- iv lV6tik. Impccuons uid_hesLS -. 9.3.2.4.1. Conduct on -site ohscrvatlmn of the Work m uroerrss to assist Iltc ENGINEER in detcmiinirnthat the 1Vnrk is proccedmL in' nocordance with the Contract. Documents. 23,2A3. Accnmrwny visitiru3_insprcton representing, public or other aeencies havine jtnisoliction over the EYojgct, record the remflis of Uxsc inspections and report to the Documents. Report to ENGINT-_L•_Rwhen clarifications and inleroclatioms of the Contract Documents :are needed and transmit to CC]Nr' ALfOR � . - icalion and in e muttjpn of the Contract Documents as issued btthe. ENGINEER. 9.3 '.o: Mtxlifieations. Consider :md evnlmme CONTRACHWN mogestiom for HJ('DC OENFRAt. CONDI'n CIKS I' I PS ll yiv E16liun wr CTI'Y Of I7ORT COLLINS V Clt.)IFIC'ATIONS I RL V -b?nOV ) nxxlifiultion in Dmwutes or tipccifiwtiolls -uld rep in these recommemkrlioms to ENGINEER. Accuratelv transmit to CONTRACTOR dccmum issued by the EN(MTER- 9-=.-:.7iRecords. 9.+,? 3.1. pumish FNGri:EER ptttQL!ic ieporLv as rryuire[_.p_ ihz_pi[>_ress of the iGork and of the CONTRACTOR'S comRliance u'itFt iha_prex.rags�chedule nn[I schedule of shop Drj%vm5 and sample submittals, 93.3.3_=�-:onsult wilt gjgINE_CR in -advance of_s-hedulinc major tgts• ins clions or start of ininoltant phtses of I Work. 9-3 :R.3. Draft )rovtn d Ckrrc_e Omiers and V—&k_Duc1tive_ Changer gtm inimg babkup mntcnal from the CONTI;AGT'Ol: and recommend to ENGINEER Channc Orders, Work Directive Cfmnues and field orders. —_ 9.32.Y.4 Report Immediately to LNGiNCER and,( -)INNER the occurrence of am• awden ---------._�__ .. _ - 9.3'.9. Payment Reuucsts. Review llnnikc tioms for ravnient with CONTRACTOR tin compliance with the established procedulc for then suhmisLgmn and forward with recommendation to ENGMT— R. notima an nicularIv the relationship ool the }ment requested to the vchechile of valw�. work completed and materiaLs and equipment delivered at the site but not incomorated in the Work. `l_ ill. Complclicn 9,3._.1(it I_More L•NGINTUR isnies a Certificate of Substantial COITDkhOn. submit to CONTRACTOR it list of observed items. reuuiring correction or completion. ,tion. 93.11(t.-I Conduct final inspection in the caminnv or the ENGINFIiR OWNER and CO,N'RACrOR and prepare a final list of items to be corrected or completed. 93.2.1i_1.3. Observe that all items on the final Ifst have been corrected or completed and make recommendations to ENIOMER concenr uct acceptance 9.3.3. Limitation Lf Authority: "fhe Renresenmtive shall not: 9.3.3.1. Authori7v ssny_de-viatiorm tirom the Contract Documents or accept my substitute materials or ecuipment,-iinit<_�s aial)Qnzei by ing KNGINEER. 9.3-3:2. .Exceedlimitations. of I:NGINEF.R'S authority as set forth in the Contract Documents. 9333. Undertake any of the rs�pnnsihilitics or the CONrrRAC'rOR, Subcontractors, of rOV r[t14_TQR"S superintendent_ 9_3. _.A_Adv�ise on, or issue. dircetions.rehtive lo_ or assume control over etny_tispe otere means, methods. techniques.�sequ^nc es�or trcxediiuc5 for coruuvction unless such is s dfically allcd for -in the Centrist Ckcuments. 9.33.5. Advise tut or issue directions reeardine or assume control over safety cautions and prommis in ccmnectituts with the Work. 9,3,3.6. �\cccpt_.JhoE Drawinas or sample submittals lion anyone other than the CM -MUM TOR 93.3.7. Authorize OWN-rR it, mcum, the. Wiark in Whole or in part. 9.3.3.S. Participate in —specialized field or IaLxmnorv, tests or inspections conducted by others except as spcaFicaIbv ittnhuri_ed— by the LNG INE R. Clarifications and /nterprretarion.x- 9.4. ENGINEER will issue with reasonable promptness such wrinen clarifications or imerpremtims of the IJ(UCCih'NLY.:LL CC�NUI'nON'S IYI V3 (1'1'Jn Eailiup �e! U'rl' OF PORT COLLII�S \IiJUi19C+\I IONS IRli1' J201u11 requirements of the Crnw'nct. Documents fin the tOmm of Drawings or otherwise) its ENGINTER may determine necessarv, which shall be consistent with the intent of and reasonably inlLntble from the Contract Documents. Such written clari6cations and interpretations will be binding on OWNNHR and (:ONrRACTOR. If OWN76R or CO\TR \C'POR believes that a written clariliculion or unerprennion justifies an adjushnia t in the Contract Price or the Contract Times and the parties are unable to agree to the amount or extent ther ctE if any. OWNER or CObrr&ACTOR may make a written claim therefur as provided in Article II or,\nick 11 1uthurced Fhriutions in )Vork,- 95 I'NG[NITR may authorize minor variations in the work from the requirements of the Contract Documents which do not involve an ad)uament in the Contract Price or the Contract Timcs and arc compatible with the ilesLn concept or the completed Project as a functioning tiv'hule as indicated by the Contract 1 eo umenLs. 'These mny be nmomplished by n Field Order and will be binding on OWNER and also on CONI`RAC'l'OR who shall perform the \York involved promptly IfOWNER orC:ONTRA4'I'Ol:h:lie.vesthat it Field Orderjustifics art adiusmtent in dre,Contract Pricc or the Contract'1'im,.; and the parties are unable to agree its to the amount or extent thereul", ONVNF.R or CON71ACTOR may stake a written slain therefor as provided in Article I f or I2. Rejecting DLIective 1pbrk:. 9.6_ IiNGINEF.R will have authority to disapprove or reject Work which FATGTNF.ER believes in he &:festive, or that ENGLNMER believes will not profuse a completed Project that confirms uc the Cratttaet Dicumetiu or ticat will prejudice the integrity of the design concept of the Lwmplewd Project as it Functioning whole as indicated by tom Contract Documents. FNGIN6ER will aL@m have authority to require stieuial inspection or teeing of the Work as provided in paragraph I3,9. whether or not the W(n V is fabricated, installcd or completed. hop Dramingvl Change Orders and Payments: 9.7. In connection with L'NGINEURs authority as to Shop Dmw'ings imd'Samples. see partgniphs 624 through 6:35 inclusira. 9.r. In connection with ENTGINHUR's authority as to Change Orders, see Articles I P. 11. and 1 a_: 9.9. In connection with ENGINL•ER's authorhy as to Applications for Payment, sea Article 14. DUerntinations for Unit Prices' '_>.IU. ENGINEER will determine the actual quantities and classifications of Unit Rice Work performed by CONTRACTOR. ONGiNEER will review with COZMXACI'OR the ENOI NEFR's preliminary determinations on such mutters before rend erima a written decision thereon (by recommendation of an :�Pplication for Pavment or otherwise). 11CM TEER's written decision thereon will be firml and binding upon MNER and CONTRACTOR. unless. within ten days after the doe of anv Such dccisitrt either MWER our CONTR.ACrOR delivers to the other and to FNGINEER written notice of intention to appeal from F.NGI1gFFk's decision and: (i) an appal from ENGINMER's decision is taken within the time limits and at accordance with the procedures set forth in Exhibit GC :A, "Dispute Resolution Agreement", entered into between OWNER and CONT LACTOR pursuant to Article 1 C. or (if) if no Such Dispute Resolution Atreement. has*been entered into, a fcrmul proceeding is instilute'dby the appealing party in a forum of competent jurisdiction to oxenisr such rights or remedies as the appealing party may have with respect to bNGINIF.F.R's decision. unless otherwise aaccd in writing by OWNER and CONTRACTOR. Such appeal will not h subject to the procedures of paragraph 9.11. Decisions on Dirprues. 9.11. ENGIN'F.IR will be the initial interpreter or the requirements of the Contract Documets and judge of the accetahility of the Work thereunder. (Jaims, disputes and other matters relating to the acceptability of the Wcxk or the interpretation of the requirements of the Contrdet Documents pertaining to the performance and furnishing, of the Work and claims under Articles I 1 and 13 in resr�ct of changes in the Contract Price or Contract Tints will be referred initially to FNGINFF.R' in writing with a request for a .formal decision in accordance with this paragraph. Written notice of catch such claim, dispute or other mattcr will be delivered by the claunant to LNG WEER and the other party to the Agreement promptly (but in no event later than thirty days) arter the start of the occurrence or event givingrisethereto, and w'rinen supporting data will he submitted to F.19GINFF.R and the other party within sbav days after the start of such occurrence. or event unless U4G;RAER allows an additional period of time for the submission of additional or more accurate darn in support of such claim. dispute or other matter. The opposing pony shall submit any response to ENGiNEE•R and the claimant without thirty days alter receipt of the claimant's last submittal (uriloss F.NGiNF.F.R allows addifOnal time). C1iGLNMER will render a Ormal decision in writing within thirty days after receipt of The opposing prny'n submittal, if any. in accordanwe with this paragraph EN'GINEER's written decision on such claim. dispute or other matter will be final and bindine upon OWNER and CONTIG4C'rOR unless: (i) an appeal front ENG[NMERs decision is taken within the time limits and in accordance with the procedures set forth in E.\lilBIT GC -.A- "Dispute Resolution :Agreement", entered into hetween OWNER:nd CONTRACTOR pursuant to Article Ito, or (ii) if no such Dispute Resolution Agaecment has been entered into, to written notice of intention to appeal from CINGDJETR's written decision is delivered by CriVNER or CONTRACTOR to the other and to EN1GLN'EER within thirty days after the date of such decision and a formal proceeding is instituted lit 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 cr other matter in accordance with applicable Laws and Reggulaticns within siay days of the date of such txatc.cent:I AL CO; UMINS u10-3 tivvo Heins -- wKl'ROFFORT COLUMVCAeFICA1IONS ntetl.1/2(111111 decision, unlccc otherwise agreed it writi o by OWNU< and CdNf RACTOR 9.12.. lk"hen functioning us interpreter and judge under p rugraph+9.10 and 9.11. ENGINEER will not show Clity toOWNHk or. CON'.rkAc-i ok and will not be liable In connection with any interpretation or decision tendered in good faithin such capacity. The.rentkring of a decision by ENG12\1-ER pursuant to paragraphs 9, to or 9,11 with respect to any such claim, dispute or other matter (except anv which have been waived by the makin_ or acceptance of final payment as provido3 in paragraph 14.1 i) will he a condition precedent to anv exercise by OWNMR or CONTRACTOR of such rights or remedies as either may otherwise have under the Contract Uoeunlentc or by I.aws or Regulations in respect of ;Inv such claim, dispute or other mattcr-pvrsuam-ti--Xnic4c46 9.13. Limitations on L':VWNEL•R's Aurhorirr and Recpna.dbibriev. 9.13.1. Neither I:NGINFF.R's authority or respvtsibility under this Arucle 9 or under any other prpvtson of the Contract I iocuments nor any decision made by I:NGINIiIiR in good faith either to exercise or not exercise such authority or responsibility or the undertaking exercise or performance of any authority or responsibility by ENGINEER shall create, imlxise or give rise to any duty owed by INGTNEER to CON'rRACTOR, :any Nubcontmctor, any Supplier; tiny other person or organization, or to any surety tar or employee or agent of any of theme. 9.13.1 I"NrGINFF.R will not supervise, direct - control or have authority over or be responsible fix CONTRACTOR:s means, methocls, techniqu& sequences or procedures of eurtsuuction, art the stfay precautions and progmms incident thereto, or for any failure of CONfR1CTOR to comply with Laws and Regulatiats applicable to the furnishing or performance of the %Voirk: ENGINEER will not be responsible for COMRACTOR's failure to perform or furnish the Work in accordancewith the Contract Documents 9.13.3. ENGINEER will not be responsible for the acts or omissions of CONTRACTOR or of any Subcontractor. any Supplier. or of any other person or organization performing or furnishing any of the Work. 9.13.4. ENGLNEFR's review ul'thr final Application for Payment and accompanying, documentation and all maintenance and operating Instructions, schedules guamantees. Bonds and certificates of inspection, tests and approvals and other documentation required to be delivered by paragraph 14.12 will only be to determine generally that their content complies with the requirements ot. and in the rase out certificates of inspections. tests and approvals that the results certified indicate compliance with the Contract Documents. 9_I i, The , limitations upon nutinriw and respxinsibility set firth in this paragraph 0.13 shall also }apply to ENGINGGR's Consultants,. Resident Project Representative and assistants. ARTICLE 10—CHA ;F—S IN THE WORK 10.1. Without imulidatirm the Asreenhent and without notice to my surety. OWN`6R may. aL nm• time or from time to time, order addition;, deletions or revisions in the Work Such additions, deletions or revisions will he authorized by a Written Amendment a C'lramie Order. or a Work ('hange Directive. Ilpon receipt of any such daument, CONTRACTOR shall promptly proceed with die. Work involved which will be perfumed under the applicable conditions of the Contract Lhuuments (except as otherwise specifically provided). R13. If 011NER and CONTRACTOR arc unable to agreeas to die extent, if any, of an adjustmern in the. Contact Price or an adjustment of the Contract Times that should he allowed as a result of a Work. (1iartmel.)irective, a claim may hL made therefor as provided in Article I 1 or Article I_, 16.3. COi ITRAt C )R shall not be enuded Loan increase in flu Contract Il ice cr an extension of the Contract Times with respect 4i any Weak performed that is not required by the Contract Documents as amended, modified and supplement<d as provided in pzamgmpt .%3.5 and 3.ti, except in die case of an emergency as pro_in paragraph a agrapilh C.21 W or in the case of uncovering ork, as provided in paragraph 13 9, 11.1.4. OWNER and CONTRACTOR shall execute appropriate Change Orders recommended by L'NGUEER (or Wrtten Amendments) covering: 10_4.1, d i mges in the Work which are (i) ordered by OW],NER pursuant to paragraph II).I, (ii) required Lucausc -at' acceptance of. ifeleclkc Work under pamgmph 13.13 or arnecting cifeCMV Work under pamgmph I: ,1 A,. or (iii) agreed to by the p>;anics� 10.4.3. c hangis in the Contract Price ur Contract Times which are at;reed to by thee parties: and 104 3, changes in the Contract Rice or Contract Times which emW)- the substance o1' any written decision rendered by ENUINEEK pursuant to psaagmph 9.1 1: provided that. in lieu of executing any. such Change Order, an appeal may be taken from any such decision in accordance with the pxovisiors of t e Cmiract Documents and applicable Laies and Replations. but during any such appeal. CON 11 ACTOR shall carry on ill- Work and adhere to the prowess schedule as provided in pam-graph 6.=9. 10.5. If notice of any ch nge affecting the general scope of thc. Work or the provisions of the Contract I )ocumentc ucuc•c;e�tx,u. corn nolU Ivn.is it ion critter ,vr C1 Yor-rotor Coto N';ytoLnrlawnotvsnttiwdQllapt (including. but not limited to. Contract Fria or Contract Times) is required by the provisions of am- Bond to be given to a surety, the givin* of any such notice will be CONTRACTOR's responsibility, and the amount of each upplicablc Bond will be adjusted accordingly. ARTICLE 11-CHANGE OFC(y,XMACI' PRICE 11.1, The. Contract Price mristitutes the total compensation (suhiect to authorind adjusaments) payable to CONTRACTOR titer ivrfonning the Work. All dunces. respxrisihilitics and ohlipntions.assigned to or undertaken by CONTRACTOR shrill be, mEONf RACTOR's expense without change in the Contract Price. 11.1 The Contract .Price may only he changed by a Change Order or by a Written Amendment Any claim for an adjustntent.in the Contract Price shall be 6vsed on written notice delivered by die party making the claim to the other party and to ENGINEER promptly (brit in no event liner than thirty days) alter the start of the cecuirence or event giving rise to the claim and hating the _gentant natureof tad: clams, Notice of the amount of the claim with supporting data shall be delivered within sixty days at4a: the start of such occurrence or event Curless FNIMNEER allows, additional time for claimant tosuhmit additional or moreacnamte dam in support of du clams and shall be accompanied by claimant's written statement that the adiusanant claimc covers all known amounts to which the claimant is entitled as a result of said occurrence or event All claims for adjustment in the Contract Price shall be detennined by &s7GINT:ER in accordance with paragraph 9.11 il` ( i14NGR and CON"'fR.-V:T0K cannot ithervisc mace on the amount involved). No clami for an adjustment in the Contract Price will be valid if not submitted in accordance with this pxaragraph 11.2. 11.3. The value of any Work covered by a Change Girder or of any claim fur an adjustment in the Contract Price will be determined as fiillcros: 11.3. 1. where the Work involved is covered by unit prices contained in the Contract Documents. by application of such unit prices to'the quantities of the items involved (subject to the provisions of paragraphs 11.9 1 through 11 93, inclusive); 11.3.2. where the Work involved is not covered by unit prigs contained in the Contract Doc-umenLs, by a mutually ayzeW payment basisincluding hump sum (which may include an allowance for overhead and profit not necessarih• in accordance with paragraph 11.62); 11.3.3. when: the Wort: involved is not covered by unit prices contained in the Contract Documents and Sam - agreement to a lump m is not reached under paragraph 11.3.1 on the basis of the Cost of the Work (delennmed as provided in paragraphs 1 IA and 11.5) plus a CON RAC; OR's fee fear overhead and profit ('determined as provided in paragraph II,6). Com of the Work 11-4. The term Cost of the Work means the sum of all costs necessarily incurred and paid by CONTRACTOR in the proper performance -of the. Work. Except as otherwise. may In agreed to in writing by OWNER, such costs shall be in amounts no higher than those prevailing in the localiry of the Project, shall include only the following items and shall not include any of the costs itcmimd in para_mph I I.5. 11.4.1, Nyndl costs for employees in the direct cmployof CONTRACTOR in the performance of the Wad:. under schedules of job classifications agreed upon by OWNER and CONTRAM"OR. Such employees shall include without limitation superintendent-, foremen and other personnel employed full-time at the site. payroll co%L- for employees not employed full -tune on the Work shall be apportioned on the basis of their time spent cm the Work. payroll cots dual! include. bulrtxt be linliteclto; salaries and wages plus the cost of fringe benefits which shall include social security contributions, unemployyntent excise and payroll taxes, workers compensation, health and -retirement benefits: bo uses;. 9 -��e, vaeatk"nd-holiday pay applicable thereto. The expenses of performing IVork afier regular werkua t hours, on Samrdnv. Sunehy or legal holiday:-, Skull be included in the. above to the extent authorized by U%VNER. 1 I.42, Cost of all materials and equipment furnished and incorporated in the Work. including costs of Iransportation and Storage thereof, and Suppliers field services required in wnnccUun therewith All cash discounts shill accrue to CON rRAC:rOR unless OWNTR deposits funds with CON- TU\CTOR with which to make payments. in which case the cash discounts shall accrue to OWNIiR. All trade discounts, rebates and refunds and returns from sale of surplus materials and equipment shall accrue to OWNER: and CUNr'1•R.aC_-rOR shall make provisiuns so that they may be obtained. 11.43. I':tymtents made by (:UN'I'RACToR. to the Subcontractors for Work performed or furnished. by Subcontractors. If roauired by 0IVNIEk, I4 ucw.(iExm.xi.cr-.*11N nc),s v)w-s o9w El6timi cur CTI"Y Of FORT CV late t S \IOOIFIC'A'rIONS ntEy.In a0ln CONTRACTOR shall obtain competitive bids from Subs-ontraclors acceptable to OWNT-R Find CV)NTR.ACTOR and shall deliver Such bids to OWNER who will then determine, with the advice of EN'GE EER which bids. if am•, will be accepted. If may Subcontract prewides that the Subcontractor is to be'paiJ on the basis of Cost of the Work plus a fee, the Subcontractors Cost of the %WA, and fee shall be determined in the same manner as CONI'RAC'rows Cost or the Work- and fee as provided in paragraphs 1 I a, 11,3, 11.6 and I 1 7. All subarntracw shal I be subject to the other provisions of the Contract Documents insothr as applicable. 1144, Costa of special consultants (including but not limited to engineers, architects, testing labomtexies, surveyors. attorneys and accountants) employed for services specifically related to the Work. 11.4.5. Supplemental costs including the follmving: 11,4.5.1. The �toportioh of acccsssap- imnsportation, trove mxl suhsictence expenses of CON]RAtJORs employees incurred in discharge ol• duties connected with the Work 11.4.52. Cot, including transportation and maintenance. of all inawtalc. supplies, equipment, machinerv, appliances, oliice and temporary facilities at, the site and hand tools not owned by the workers which arc consumed in the performance of the Work, and cast less market value of such items used but not consumed which remain do property of CONITRACTOR, 11.45.3, Rentals of all construction equipment and machinery and the parts thereof whether rented front CONTTU\CTOR or others in accordance with rental agreements approved by UWN'ERwith the ndvice.of ENCIiSEER and thz coots of transportation. loading. unloudinc, installation. dismantling and removal thereof —all in accordance with temps of said rental agreements. The rental of any such equipment. machinen- or pans shill cease when the use thereof is no hgher necessary for the. IVork. 11.4.5.4. Sales. consumer, use or similar taxes related to the \Nark. andfor which CO\rI'RACTOR is liahle, 'unposed by Laws and Reaulutions• 11.4.5.5. Deposits lost for causes other than negligence of CONrTTCACTOR any Subcontractor or anw•onc directly or indirectly employed by any of them or for whott acts any of them may be liable. and royalty payments and fees for pormits and licenses. 11.4.5.6. Losses and damages (and related expenses) caused by damage to the Work, not compensated by insurance or otherwise. susuuineJ by CO\ITRACI'OR in oonnecticn with the p erlimnance. and Furnishing of the Work (except loses and damages within the deductible amounts' of property insurance established by OWNER in accordance with paragraph i fir), provided they have resulted Gum causes other than the negligence of CONTRACTOR, any Subcontractor, or anyone directly or indirectly 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 OWNTC No such buses. thamngos and expenses shall he included in the Curt of the Work far the purpose of determining CONTRACTOR's Fee. IC however. any such loss or damnee requires reconstruction and CONTRACTOR is placed in charge thereof, CONTRACTOR shall to paid for services a fee pnmp�:inionate to that stated in paragraph I l b.'. 11.4.3.7. The cast of utilities, fuel and sanitary facilities at the site. 11.4.5.8. Minor cxN=s such as telcertms, [on.distance telephone calks telephone service at the site, c%pressage and similar petty cash items in camnection with Lite Work. 11 A.5.9. Cant of premiums Ibr additional Bondi and insurancetequired bcciusc of changes in the Work. 11.5. Fhe term Cast of the Work.shili not include any of die following: 115-.I payroll costs and other compensation of CONTRACI'OR's officers, executives, principals (of partnership :md sole pnrpriet(rships). general managets, engineers, architects, estimators, attotnevs, auditors, accountants, purchasuig and centrataing agents. expediters, timekeepers, clerks arci other persomicl. employed by CONTRACTOR whether at the site or in CONTRA&OR's principal or a branch ofrice for general administrationof Uri Work and tint spcciliu-Aly included in the agreed upon schedule of job classifications ret?rred to in paragraph l l.4.1 or specifically covered by paragraph 11.4.4-d1 of which are to be considered odministiative costs covered by the CONTRACTOR'S fee. 1 L5? Expenses of CONTRACTOR's principal aril branch ollic.es other than CO TRACTOR's office. at. the site. 11.5.3. Atry pan of COMRACTOR's atpital expenses, including interest on C0I7RACTOR'S capital employed for the Work and charges against CONTRACTOR for delinquent payments. 11.5.4. Cost of picmiums fur all Bonds and fur all insurance. whether or net CONTP"(LrOR is required by the Contract nocuments to purchase and maintain the same (except for the cost of premiums covered by subparagraph 1 I A.5 9 above). ucvccr;�rx:u covurnou torsos! t rm Htfitkcu ay a fY or rotor cvt.uts �tcxnrlcmnotvs gross u. taut Cads due to the negligence of CONTRACTOR, any Subcontractor, or anyone, directly or indirectly employed by any of themor for whose acts any of them may be liable, including but not limited to. the correction of tklr rn-e Work. cILspx)sal of materials or equipment %vTongh• supplied and making good tiny damage to propery. 11.5.6. Other overhead or general expanse costs of any kind and the costs of any-itcar not specifically and exprecsty included in paragraph 1 1.4. 11.6. The Ct7NTR GTOR's fee allowed to CONTRACTOR for overhead and profit shall be determined us follows 11.6.1. a mutually acceptable fixed fvc. or 11.6.1 if a fixed fee is net agreed upon, then a fee hosed on die Following perecntagas of the various portions of the Cast of the Work: 11'6.2.1. fur costs incurred under pam3aplte11.4.1 and 11A', the CONTRA(; M14's fee shall he fifiecn percent;. 11.6._2. for cans incurred under paragraph 11.4.3, the CONTRAC—rCrR's fee skill be five percent-. 11.6i3. where one or more tiers of subcontracts are on the basis of Cost of the Work plus a fee and no fixed tic is agreed upon the intent of paragraphs 11A.1, 11A', I1A3 and 11,6:2 is dint the Subcontractor who actually performs or furnishes the Work, at whatever tier, will he paid a fee of lillecn percent of the costs .incurred by such Subcontractor under faraernplis 11.4.1 and 11.4.2 ami that any higher tier Subcontractor and CONTRACTOR twill each be paid a fee -of -five -percent of4e-anaourd-paitl-to the neat-lower-tier-Sulxuntractur- to be negotiated iringd f tithkigh the OWNER buff rat tc exceed livo-p.:ntint of the amount paid to UK nest Lower tier Subeontractor 11.6:3.4.. no fee shall be p,tyuble on the Lxisis of costs itemized under paragraphs 11.4.4, I lA.i and l 1.5; I I F''_i- the. amount of credit to be. allowed Iry C0N'fR9C'fOh to OWNER for am• chtnze which results in it net decrease, in cost will be the amount of the actual net decrease in cost plus a deduction in CO\fR.ACT()R's fee Ln• an amount equal to five percent (if such net decrease: and 11.6 16. when both additions and credits are. involved in any one charge. the adjustment in C'ONTR\CTOR's fee shall he computed on the basis of the not change in accordame with pzaragmphs 11.6.'.l through I Lo I.;. inclusive. 1 1, 7. Whenever the cost of any Work is to he I ieieruined pursuant to pttrr_raphs 11 J and 1 I.5, CONTRACTOR will establish and maintain records thereof in accordance with generally accepted accounting practices and submit in limn acceptable to ENGENEER an itemized cost breakdown together with supporting data. Cas4.411mrarces: 11.3. It is understood that CO ITRACTOR has included in the Contract Price all allowances so reamed in the Contract Documents and shall cause the. Work so covered to be furnished and perfored'foe such sums its may be acceptable to OWiQI:R and ENGINEER. CONTRACI'OR agrees that: MS.], the allowances include the cost to CONTRACTOR (less any applicable trade dix:uunts) of materials and equipment required by the allowance to be delivered at the site, and sill Applicable taxes: and 11.8.2. CONITR,ACTOR's costs Cur unloading and harufling on the site, labor, installation costs. overhead. profit and other "penises contcnnplafe lice the allowances have teen included in the Contract Price and not in the allowances and no demand nix additional payment an account of any of the foregoing will he valid. Prior to lima paynnent, an appropriate Change Order will be issued as recontmcrnled by ENGINF,F.R to rellect actunl nmounm due CONTRACTOR on account of Work covered by allowances, and the Calumet Price shall be axreslwndingly adjusted. 11.9. Unit Price IFruk: 11.9.1. Where the Contract Documents provide that till or prat of the Work- is to h, Unit Price \fork initially the Contract Price will be deemed to include air all Unit Piicc-Work in amount equal to the sum of the established unit .prices for Loch separately ideritifitni item of Unit Price Work times the estimated quantity of each item as indicated in the agreement. The estimated quantities of item, of Unit Price Work are not guammeed and are solely for the purpose of comparison of fiidfs,nd determining an initial Contract. Price. Deternimatious of fix actual quantities and classificalionS of Unit Price Work performed by ( OINTRACTOR will be made b_v ENGINEER in accordance with paragraph 9.19. 11 tJ'. Each unit price will be deemed to induce an amount consider,.d by CON rP -%CTOR to be adegaae to cover CONTRACTOR's overhead and profit Car each separately identified item. 11.93 OWNER or COINTRACfOR may make n claim for an adjustment in the Contact Price in auArdanee withArticle I I & 1 19.3.1. the quantity of any item of Unit Price Work Nrformed by CONTRACTOR ditlers materially tad signilicantiv from the estimated quantity of such uni indicated in the Agreement, 26 FJd'LX71iENh'fd.w.cotan�no.�tvn��tltfvv edutiomn ter C11 Y OF FORT COLLINS SIOD111C'A rIONS IREV a,2IPMII and 11.93.2. there is no corresponding adjustment with respect to any other item of \Volk', and 11,9.33. if CONTRACTOR believes thvt CONTRACTOR is entitled to an increase in Contract Price :t% a result of having incurred additional expense or. OWNER believes that OWNFJi is entitled to it decrease in Contract Price and thepastas are unable: toa�rez as to the amount of any such increase or decrease. I 1.9.3.4. CONIR.ACTOR ackn.nvletLes that the OWNER has the right to add or delete items in the Rid or change yuantitics at OWNER'S sole discretion without afl'ectinu the Contract Price of any rcmainin>; item so long as the deletion or addition does not exceed went -five percent oC the original total Contract Rica. ARTICLE 12--CHANGF.OFCONTR ACTTMIES 122.E 'file Contmct'finncs (or 41ilestanes) may only be changed by a Change Order or a Written Amendment. Any claim fa' in ad)'ustntent of the Contract Times (or vi desumes) shall be leased on written notice delivered by the party making the claim to theother party and to ENGfNEFR promptly (but in no event later than thirty days) after the. occurrence of the avcnt giving rise to the claim and stating the general nature of the claim. Notice of the extent of the claim with supporting data shall be delivered within si\try days after such Occurrence (mules F.NGINEER :(lows addlitiorrtl tine to asccnain mole accurate data in Support of the claim) and shall be accompanied by the claimant's written statement that the adjustment claimed is the entire adjustment to which the claimant has reason to believe it is entitled as if result of the occurence of said event. All claims for adjustment in the Contract Times (or Milestones) shall be determinedinv M- MINF,P.R in accordance with paragmph9.11 if OWNiLT and CO1'rrI6V-TOR cannot otherwise agree. No claws for an adjustment in the Contract Times (or Milestone) will be valid if flol submitted in accotdance with the requirements of this paragraph 12. L 1'12. All time limits staled in the Contract Documents tire of the essence. of the Agreement. 12.3. Where CONTRACTOR is prevented from completing any part of the Work within the Contract Times for Milesune) due to delay beyond the control of CONTRACTOR. the Contract Times for Milestones) will hc- extended in an amount equal to time lost (life to well delav if a claim is made therefor as provided in pummgraph 13.1. Debya beyond the control of COATPv\CTOR shill include. but not be limited to, acts or neglect by OW NTR, acts or neglect of utility owners or other contractors performing other work as contemplated by Article 7. fires. floods epidemics. abnormal weather ainditions or acts of C'Jekl. Delays attributable to and within the control of a Subcontractor or Supplier shall be deemed to he delays within the control of CON PR\C'TOR.. 12.4. Where CONTRACTOR is prevented from completin_ any pant of the Work within the Contract Times (or Milestones) due to delay beyond the control of both O\\NER and CONTRACTOR an extension of the Contract Tunes (or \,blestones) in an amount equal to the time IosL due to such delay shall be CONTRACROR's sole and exclusive remedy for such delay. In no event shall OWNER be liable to CONTRACTOR, :my Subcontractor, any Supplier. any other person or oreaniration or to any surety for or employee or agent of anv of them, for dama¢os arising out of or resulting from (i) delays caused by or within the control of the CONTRACTOR, or (it) delays hevond the. control of both parties including, but not limited to'. fires thuds epidemics. abnormal weather conditions, acts of God or acts or neglectby utility Owners or other eontructcrs perform ing other work as contemplated by Article 7. :ARTICLE 13— T•hti1.5 AND INSPE.CTIONS;. CORRECTION. RKNIOC'AL OR ACCEI't'ANCE OF D6:4 I.T.f/b7•: WORK 13,1. Notice of Defects: Prompt notice of till ckfective Work of which OWNEAZ.or ENGIiNFE.R have actual knowledge will be given to CONTRACTOR NI dal,, Live Rork may he rejected, corrected or accepted as provided in this .-Article 13, : Iceecv to Work: 13.2. OWNER ENG[NEER ENIGiNEEWs Consultants, other relvesrn4nices and peronnel of OWATR independent testing laboratories nod governmental agencies with jir slicticitnl interests will have ncc�s to the Work rue reasonable —times for their observation inspecting :and testirig. CONTRACTOR shall provide them proper and safe conditions fix such access and advise them of CONTRWTOR's site safety procedures and programs so that they may comply therewith as applicable, Teavand lnapecrionx 13.3. CONTRACTOR :hall give ENGiNf:Ek timely notice. of readiness of the Work for till required ins'pedions, tests or approvals: and Shull coupenae with inspection and testing personnel to Gicilihue required irmpcciions or tests. 13.4. OWNER shall employ and pay for the services of an independent testing laboratory to perform ❑II inspectim%. teats. or approvals required by the Contract Documents except: UAL for inspection•;, tests or approvals covered by paragraph 13.5 below; 13.4.2. that costs incurred in connection with tests or inspections conduct&' pursuant to r©mm. ph 13S0 below shall he laid as provided in said pamgmph 1'39tand 1343. as Otherwise specifically provided in the Contract Documents. Ili. If Laws or Regulations; of any public body having juri, liciion require any Work (or part thereol) specifically to be impacted. Basted or approved by an employee or other rcpresentative of such public body. CQN'f RAC7.OR shall assume full responsibility lot arranging and obtaining such inspections. tests or approvals. pay all costs in connection therewith and furnish FNGINFER the requived certificates of inspection or approval. CONI'RACR)R shall also be responsiblee for arranging and obtaining and shall pay all cysts in connection with any inspections, tests or approvals required for OWNER's and ENGINI:l3R's acceptance of materials or equipment to be incorporuwxl in the Work, or of materials, mix dcsigrm or equipment submitted ibr approval prior to CONTRAC'TOR's purchase thereof lot incorporation in the Work. I_i 6 if any Work (or the work of Others) that is to be ingiecad, tested or approval is covered by CONTRACTOR without written concurrence of FNGINF•FR, it must if requested by ENGINEER. be uncovered for observation. 13.7, Uncovering. Work ys provided in paragraph 13.6 shall be at CONTIZACTOR's L.%Ivrtse unless CONTRACTOR has given ENGINEER timely notice of CONTROCTOR's interaion to cover the same ant FNGINFIN has not acted with reasonable promptness in response tn such notice, Uncovering @ivki 13.8: If any Work jscovered contrary to the written request of ENGINEER it must, if requested [iy ENGNEER_ be uncovered for GNGfieITiER's observation and replaced at CO;NT[WCTORt;expense.. 13,9. If ENGiNTER considem it necessary or advisable that covered Work be observed by ENGNEL•R or inspected or tested by others. CONTRACTOR, at ENrGNEEWs request, sliall uncover, exfvse or othcrtvise make available liir observation, inspection or testing as ENGLNBER may require, that portion of the Work in question furnishing all occe�sary labor, material and equipment. If itis found that such Rrork is akfective. CONTRACTOR shill pay all cluims, costs, losses Rail dlamages.crosul hv, arising out of or resulting front such uneoverinu. exposure. observation, inspection and testing and of mlisfactory replacement or reconstruction. (including but not •limited to all costs of repair or replacement of work of uthcr'); and OWNER shall be entitled to an appropriate decrease in the Contract Price. and' if the parties ;are unably. to agree as to the amount thereof, may make it claim therefor as, provided in .-kticle 11. If, however. such Workis not found to be c[/',erica, CONTRACTOR. shall he allowed an increase in the Contract Price or an extension of the Contract Times (or \dilestnnes), or both, directly attributable to wch ucvcutltx u c otitt noU iviu x ii rrntu iio r 27 Nv n'n• OF rotor Ca.unS MUDIFICAnoNs ttusv aroum uncovering, expucurc• observation, inspection, basting. replacement and reconsaructibn, and, if the pities are unable to avree as to the amount or event thereof. C'ONITRAC OR may make a claim therefor as provided in Articles I I and L: 01FA 'R Mae Stop the Work: 13.10. If the Work is defective, or CONTRACTOR fails to supply sufficient skilled workers or suitable materials or equipment, or fails to furnish er perform the Work in such a. way that the completed Work will conform to the Contract Doeumerim. U\VA:FR may order CONTRACTOR to stop the Work, or any portion thicreur, until the cause for such order has been eliminated; however, this right of OWNER to stop the Work shall not give rise to any July on the pan of OWNER to exercise this rruht for the benefit of CONTRAM''OR or any surety or other party. C'orreetina cw Hottotul of Defective (Pork: 13.11. If required by FNGINVER. CONI'RAC'I'OR shall prompthI, as directed, chher correct all defictrre Work, whether or rant tahrtcned, installed or ammpleted, or, if the Work has bj.cn rejected by HNGINIIR, remove it font the site and replace it with Work that is not ckfrrire. CON'I'RAM OR shall pay all claims, cost& loses and damages caused by or resulting front. such correction or removal (including but not limited to all costs of rapier or replacement of work of others), 13.12. Correction Period..- 13.12.1.If within dnc year hvo Years after the date of Substantial Completion or such Innger period of time as may be prescribed by Laws or Regulations or by the terms of any applicable special guarantee required by the Contract Lkmcumants or by am specific provision of the Contract Lhximicnis, arty Work ''is lbunl to be cLfecrive. COhrTRACrOR ritall pronnitk-. without cost to O\VNER and in accoroiance with CMWUR's. written instructions: (i) correct such eefctive Work, or, if it has been rejected by OXVNL ER. remove it from the site and replace it with Work that is not ckp tive. and (ii) satisfactorily correct or remove and replace any damage to other Work or the work of others resultinc therefrom. If CONTRACTOR does not promptly canply with the terms of such instructions, or in an emergency where. delay would amuse serious risk of loss or damage, OWNER may have tin &,(active Work corrected or the rejected Work removed and replaced. and all claims, costs. losses and damages caused by or resulting frvm such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be prod by COT TUCACTOR 13.12.2.In special circumstances where a particular item of equipment is placed in continuous service before Substantial Completion of all the )York, the correction period for that item may start to nm from an earlier date if so provided in the Specifications or by Written Amendment. I3.12 3,Where 3e1 crive Wort: (and damage to other Ex w (-;F%,EP U, cot.t)rnom UIUs (]9')o EoGtimi 2x w/iTIY OFi'ORT COLLINS MWIFIC.4'rloNS neEy.lb2IXen Work resulting therefrom) has been corrected, remover) or replaced under this praragraph 13,12, the correction period hereunder with respect tosuch Work will be extended for an additional period of one-year two Year after suchcorrection or removal and replacement has been satisfactorily completed, dcciprance of Defective !fork: 13.13. If. irLteiad of nyuring correction or removal and replacement of dr/ecrive Work, OWNTER (ant, prior tq ENGINEER's recommendation of final payment also F.NGINFFR) prefers to accent it, OWNER may do so. CONZRACTOR Shall pay all claims, costs losses and damages attrihutnhle to OWNhR's evaluation of and determination to accept such afecgve Work (such coscc to le alp owed by fSNG INEb'R as to reasumableness). If any such acceptance occurs prior to FN C11NEl-R's recommendation of final puyment. a Chance Order will be issued incorporating the necessary revisions in the Contract Do:umcos with respect to the Work: and OWNER shall he entitled to an approprinte decrease in the Contract Price, and, if tin parties are unable to agree as to the amount thereof, OWNIiR may make a claim therefor as provided in Article I 1 If the acceptance occurs after such recranmendation, an appropriate amount will be paid by CONTRACTOR to OW N FR. ORENER .11t(l, Comee•t Defective W ivk: 1 3.14: 1 I'CONTRAC-TOR fails within a reasonable time after written notice from FNGINVER to correct dq/ ctnve Work or to remove: and replace rq cied Week as required by FNGINFER in accordance with paragraph 13.11, or if CONI'RA('rOR mils to perform the Work in accordance with the Contract Documents, or if CONTRACTC'R tails um comply with any other provisioii of the Contract Documents. OWNER may, alter seven d:w.� wrinen notice to CONI'RACCOR. correct and remedy any such deficiency. In exercising tin rights mid remedies under this paragraph O\V IEN slkall proceed expeditiously, fit Connection with such corrective and remedial action. r IVNTR may.exclude C'ONTPACTOR froth all or l�aI ol- die site take possession of all or part of lie Worr and suspend CONTRACT0RN services related thereto, take possession of CONTRACTOR's tools, appliances. construction equipment and machinery at the site and incorporate in the Work all materials and equipment stored at the site or for which OWNER has paid CO\ffCACTOR but which are stored elsewhere. CO\TR,\C'rOR shall allow O\V,\T lr~ OWNEFCs representutives. agents and .employees, Q'NVNLR'a other contractors and L"NfN GECIL and GUGINTER's Consultants access to the site to enable OWNER to exercise the rights and remedies under this paragraph. All claim& costs louses and damages incurred or sustained by ()%VixiLR in exercising such rights and remedies will be charged agai st CONTRACTOR and a Chance Order will be issued umcorpmting the necessary tev"ions in the Contract Documents with respect to the Work: and OWNER shall he entitled to an appropriate decrease in the Comma Price, and. if the parties arc umible to ague as to the amount thereof. OWNER may make a claim therefor .,is reovided in Aniele 11. Such claims, cans, lasses and damages will include but not be limital to all aMts of repair or replacement of work of others destroyed or damat±ed by corrcctioa removal or replacement of CONTRACTOR's defecirve Work. CONTRACTOR hall not be allowed an extension of the Comnie''rimes (or Nlilestone�) hecause of any delay in performance of the \\fork attributable to the excrcise by OWNER of OWNER's rikdtts and remedies hei nutder. ARTICLE i4—PAYNIEvrs,rO CO\'TRACTOR AND COMPLETION Schedule of P'alues: 14.1. 'rite schedule of values established as provided in pumgmph 2.9 will serve us the basis for progress payments and will to incorporated into a firm of :\pplimtion far Payment uccrplable to ENGINEER. Progress paymentson account of Unit Price Work will lie based on the number of units completed. Application for Progrets Pnerrry&u: 14.1 At least twenty days before the date established fair each progress payment (but not more often than once a month). CONTRACTOR shall subunit to ENGINEM fir reviLw an Application tar Payment f illcd out and signed M• CONfRACK)R covering the Work completed as of, the date of the .Application and accompanied by such supporting documentation as is required by the Cdntmcr Documents. If payment is requested on the basis of materials and equipment not incorporated in the Work but delivered and suitably stored at the .site or atanother location aerced to in writing, the Application for Payment shall dlsole accompanied by a bill of sale, invoice orother documcmaiicn warranting that OWNER has received the materials and equipment free and clear of all Liens and evidence that the nmterink and equipment are cohered by appropriate property insurance and other arratr_ements to protect OW4NER's interest therein, all of- which will N satisfactory to OWNER, The amount of retaimtge with respect to presress txayntents will be as stipulated in the Agreement. Any funds that arc wjfteld br_the 01VNER shall not besubiect to substitution by the CO:VfIL\CTUR with securities or any arminaemams involving an escrow or custcxlianship. L'•e_exrcutirut the applictign fur paimmt font the COV ITLACTOR exprecsh' waives his rieht to the beneft__of Cohorado_Revised Sugutet Section' _91-101, ei xu' C0NTRdCT0R's 114,wr anrr oJ'Title. 14.:. CONTRACTOR warrants and guarantees that title to all Work, materials and equipment covered by any :Application tau Payment, whether incoriviaicd in the Project or not,will pass to OWNER no later that the time of payment free and clear of all Liens. Rerieav of.-tppliertrions jrr ProATess Pafnneut: 14.4. ENGL\EER will. within ten days after receipt of each Applicntion for Payment, either indicate in writing a r_Icvccar�tx.ttCONI.M 110U 1[910s(1990Ed1tiou „, an or rotor cou.lns vtoulrtc ynons latsy.vEtnnil recommendation of payment and present die Application to OWNER, Or return the Applimlion to CONTRACTOR indicating in writing ENGMER's reasons for refusing to. recommend payment. In the latter case, CC NURACTOR may make the necessary corrections and resubmit the Application, Ten clays itler presentation of the Application for payment to OWNER with ENGIIvTE•R's reccnumenditiort the amount recommended will (subject to the provisions of the lust sentence of pamgmph 14.7) become due and when due will be paid by OWNER to CONTRACTOR W.;. ENGINEER's recommendation of any payment requested in an Application for Payment will constitute a representation by ENGINEER to i.AVNIER, based on ENC;iIM,H'R's on -site observations of the executed Work as an experienced and qualilicd desitm profes.Nional and on ENGINk:ER's review of the Application for Paymm and the accompanying data and schedules. that to the best of I:NGIN6IiR's knowledge, information and hclicf. 14,?.I. the Work his progressed to the point indicated, 14.5'. the quality of the Work is generally in accordance with the Contract Documents (subject to an evaluation of the Work- as a functioning whole prior to or upon Sulrsnmtial Completion, to die resulm of any subsequent tests called for in tile Contract fhxltments, to a final determination of quantities and classifications for Unit price Work under pamgrtph 9, W, and to any tither qualiliemionss stated in the recommendation); and 14.5.3. the conditions precedent to CONTRACTOR's being entitled to such payment appear to hove been fulfilled ilMliff as it is ENGINEER:s responsibility to observe the Wok. hlowever, by recommending any such payment ENGINEER will not thereby he &enter to have represented that: (i) eehaustive or continuous on -site inspections have been made to check the quality or the quantity of the \Nark beyond tine responsibilities speeificilly assigned to ENGINEER in the Contract Documents or (it) than [here may not be other matters or issues bmveen the Forties that might entitle CONTRACTOR to be paid additionally by OWieIER or entitle OWNER to withhold puyment to CONTRACTOR. 14.5. ENGINGER's recommendation of any payment, including final payment, shall not mean Ihtt ENGINEER is restxmsible for CCINTRACTORL's means, methods, lrchniques. sequences or procedures Of COMLI'LiCnon or the zilety, prec utions and programs incident thereto. or for any failure of CONTRACTOR to comply with Laws and Regulations applicable to the furnishing or performance of Work.. or ter any failure of CON'1'RAC'l'OK to perform or fury h Work in accordance with the Contract Documents. 14.7. ENGINEER may refuse to recommend [fie whole or any part of any payment if. in DIG[NEER's opinion. it would he incorrect to make the representations to ,9 No Text O\VN R refened to bt paragraph.l4.>. ENGITNEER may also refuse. to recommend any such payanent, or. -because. of subsequently discovered evidence or the results of subsequent inspections or tests, nullify any such payment previously recommended to such extent as may be necessary in P.NGINEFR's opinion to protect M10,11iR. from loss because: 14.7;1, the Work is defective, or completed Work has been damaged requiring eoncction or replacement. 14.7.2. the Contract Price has been reduced by Written Amendment or Chm7ce Order. 14.73_ OWNER has been required to correct cLjactwe Work or complete Work in accordance with purugraph 13.14. or 14.7.4. ENGL•NEER has actual knowledge of the occurrence of env of the events enumerated in paragraphs I S? I through 1 i'_:4 inclusive. OWNER may.refuse to make payment of the full amount recommended by I:NGINfiER because: 14.7 y, claims have been mad, against OW'NIMR• cn account of CONTRACf OR's perfomtance.or furnishing of the Work. 147.6. Liens have been filed in connection with the Work*. escept where COty'TR\C OR has delivered a specific Bond .satisfactory to OWNER to secure the satisfaction and discharge of such Liens. 14-7.7 there are other items entitl ingOl\NF.k to a set- off against die amount recommended. or t4,7,$. OWNER has actual knowledge of die. occurrence of any of the events enumerated in paragraphs 147.1 through 14.73 or pnmgrapls 1 �? 1 through 15.3.4 inclusive: but OWNER must _give CONRL\C CR immediate %%rinds notice (with a wry to F.\TGINFF.R) sating the reason for such action and promptly pay CONTRACTOR the amount so withheld or any adjustment thereto ageed t6 be OWNTGR and CONMACTOR when CONTR.\CTGR correct% to OWN-ER's satisfaction the reasons for such action Subsrnnlial Completion: 14.S. When CONN'RACI'OR considers the entire Work ready for its intended use CONTRACTOR shall notify OWNER and ENGINEER in writing that the entire Work is substantially complete (except !or items specifically listed by CONTRA(\ TOR. its incomploc) and request that LNGIN-EER issue a cerWicate of Substantial Completion. Within a reasonable time thereafter. OWNER. CON17K- JCIR anti ENG[.\T-ER shall make an inspection of the Work to determine the status of completion. If E\TGINEER dots not consider the Work substantially complete. ENGINEER will notify CONDRACTOR in writing giving the reasems therefor. If EidGINEER E1CDC d tF'N!"H:V. CONLa'OOXS 1') I I!J' tl Aso &brim! 30 AvICTIY Of FORT COLLINS MO(A1TICA] IONS❑LV a1201Ma considers the Work substantially emoplete. ENGINEER will prepare and deliver to OW\TER it tentative certificate of Substantial Completion which shall fix the dale of Substamial Completion. There shall be attached to die certificate a tentativc list of itemsto he completed or corrected before final payment. OWNriR shall have seven day%afler receipt of the tentative certificate during which to make written objection to ENGLNEFR :is to any provisions of the certificate or attached list. If, after considering such objections. ENGLNIEER concludes that the Work is not substantially complete, ENGCNEER will within fourteen days after submission of the tentative certificate to MVNE'R notify CONTRACTOR in writing- staling the reasons therefor. IC after consideration of OWNER's objections. btiGINIHER considers the Work substantially complete, E\TGINFER will within said fourteen days execuic and deliver to OWNER and CONTRACTOR a definitivc certificate of Substantial Completion (with a revised tentative list of items to be completed or corrected) reticciinrz such changes from the tentative certificate as ENGINEFk believes justified afer consideration of any objections from OWNER. At the time of delivery of the tentative certificate of Substantial Completion ENIGINTFF.R will deliver to OWNER. and C'0N rRA4'tOR a written recommendation as to division of rsponsihilities pending firm] payment between OWNER and CONTRACTOR with respect to security, officiation, safety, mainlcrcmce, heat, utilities, itnunnee and warranties and guartraecs. Units OW'N'ER and CONTRAC;1'Ok agrcc otherwise in writing ad so inform ENGINEER in terming prior to EiNIGINF.'FR's issuing the definitive certrcatc of Substantial Completion, ENGNNTEIR's aforesaid recnimendkation will be binding on OWNFR.and CONIRAC:'fOk until timl paymenL 14,9, OWNER shall have die right to exclude CONTRACTOR front the Work alter the date of Subs1antW Completion but OWNTER shall allow CONTFL\(-7TOR reasonable access to complete or correct items on doe tentative list, Partial Utilization: 14,I1). Use by OWNTER at OWNI ER's option of any substantially completed pan of the Work, which; (i) Ins specifically been identified in the Contract Documents, or (u)CAVAI(. ENGLNT*EER and CONTPv\CCOR agree constitutes a spar telly tunctionine and usable part of the Work that cart Ix used by O\\''NTE•R for its intended purpose without significant 'interference with CONTRACTOR's performace of the remainder of the Work.. may be accomplished prior to Substantial Completion of all the Work subject to the following: 14. W. L 0\VNrEIZ at tiny time may request CONr reACTOR in writing to permit OWNTER to use any such rein of the Work which O\\'N9iR.believes to f% ready for its intended use and substantially complete. If CUN'I'RA(,FQR at:iecs that such Fort of the Work is subsuntially complete. CONFMACTOR will certify to OWNER and ENGNNFER that such part of the Work is substantially complete and request ENGINEER to issue a certificate of Substantial Completion for that pan of the Work. CONTRACTOR at any time may notify MW ER and ENG IMEER in writing that CO\ *f RACCOR considers any such part of the Work really for its intended use and substantially complete and request 111E LNTER to issue a certificate of Substantial Completion for that pan of tux Work. Within a reasonable time alter either such request. O1VN'ER, CONTRACTOR and [ENGINEER shall make an inspection of that prom of the Work to determine its status of completion If ENGINEER does not consider that part of the Work to be substantially complete, ENGI_NrEER will notify 01V2vTR and CONTRACTOR in writing giving the reasons therefor.. If HNGINEER considers that fart of the Work to be substantially complete, the provisions of paragraphs; 14.X :and 149 will apply with respect It) ccrtifieation of Substantial Completion of that part of the Work and the division of responsibility in respect thcrcof and access thereto. 1410._. No occupancy or scpiarate operation of pan of the Work will be ❑oxomplished prior to compliance with the requirements of paragraph 5.15 in respect of property insurance. 1'112al ln.vmefian: 14.11 _ Uron written notice from C01N7rR,w'fOR that the attire Work or an agrced portion thereof is complete, a4OINEER will make a final inspection with OWNER and CONTRACTOR and will notify CON"I"RA(; I'OR. in writing of all particulars in which. this insNction reveals that the Work is incomplete or A�Ieclive. CONI'KAC"I'OR shall immediately' take such mrtstues as are necessary to complete such work or remedy such deficiencies. Finalapplicatioa fire PnrnienC 14.12. Amer CON R.AC TOR has a» npleted all such corrections to the satisfaction of ENGINEER and delivered in accordance with the Contract Documents all ranintermnee and opiemting instructions, schetlulcs. ',uararees, Bond& certificates or other evidence of insurance required by paragraph5.4. certificates of inspection, marked -up record documents (as provided in pargraph(;.19) and other deYtmtents. CO\TR:\CTOR may make application for final payment Following the procedure for progress payments. The rural Application for Paymem shall be accompanied (except ats previously delivered) by: (i) all documentation called for in the Contract Documents, including but not limited to die evidence of insurance required by subparagraph i.4,13,. f u) consent of the surety. if any. to final payment, and (iii) complete and legally effective releaxs or waivers (satisfactory to OWNER) of all Lams raising out of or filed in connection with the Work In lieu of such releases or waivers of Liens and its approved by OWNT-R. CON7R•AC7OR may furnish reveiras or releases in till and affidavit of CONTRACTOR that: (i) the releases and receipts include all labor. services. material and equipment pit which a Lien could be fled, and (ii)all payrolk material and equipment bills, and other indebtedness connected with the Work, for which OWNER or OWNER's property might in any way bra responsible have been paid or otherwise satisfied Iran• Sub ontraetor or Supplier fnils E7CW OENEKAL CONix noU t 9 i ta-s o 990 Eoiiiw i oc! CI'IT CIF PORT OULLILS \tOUll'ICd 110N51R1i1' •IRaaVI to furnish arch it release or receipt in full, CONFRAC_"rOR may furnish it Bond or other collateral satisfactory to Ol4NQFR to indemnity OWNER against any Lien Releases or waivers of liens and the consent of the surely to finalize Wiment are to be submitted on forms conforming to the format of the Otl N FR'S standard forms bound in the Proiect manual: Penal Payment card: tc•c•epremce. 14,13. If. on the basis of ETIGLM M's observation of the Work during consLaciion and final inspxution and ENGLNFERs review of the final Application for Isayment and accumpanying documentation as required by the Contract Documents, F.NGINEF'k is satisfied that the Work has been completed and COIV'I'KACfOK's other obligations under the Contract Documents have been Fulfilled. F'NGINEFR will, within urn days after receipt of the fool Application for Payment indicate in wnlirg. ENGINEFR's recommendation of payment and present the Application to OWNL•R for payment. At thesame time.HNGINTHFR will also give written notice to OWNER and C:ONI RAC'fOR that die Wcrk is acceptable subject to the provisions of rnra3aph 14.15. Otherwise, FNU INFHR will return the Application to CONTRACTOR, indicating in writing the reasons for refusine to recommend final payment. in which. case CONTRACTOR shall make due nosy-rry corrections and resubait the.Appilicatioa. 'flirty days anet presentation to CIWNFK of the Application and accompanying dowmenation, in appropriate form and suhstance and with ENGIN6ER's recgmmendntion and noticeof acceptability, time anmourt recomnmcmW by ENGLNEER will become due and will be paid by O XVNF.R to CONTRACTOR suhiect to rxaragmph 17.6.2 of the., General Conditions 14.14. IF through no fault of CO\TRACTOR foal completion of the Work is siutificntir delayed and if ENGINEER so confmns, O11NF.R slmfl, up in receipt of CO\TR4CTOR's Final Application fix Payment and recommendation of ENG WEER. and without lcr tinaline the Agreement. make payment of the balance due for thv t portion of the Work fully completed and.acccpted. If the remaining balance to he held by O1V\TR for Work not fulh, completed bra corrected is less than the retainaee stipwlated in the Agwetrwnt. and if Bonds Iciye Mr lurrushed as required in p irauaph 5.1, the written concert of the surety to the payment of the balance due for that portion of the Work fidh• completed and accepted shall be submitted by CONTRACTOR to ENGINEER with the Appliwpon flu such payment. Such payment shall be made under the terms and conditions; goverinfl Gtma1 payrnem. except that it shall not constitute a wuiver of claims ll,tih era ofClaimS: 14,15. "floe snaking anJ acccptlnce of tired priyni nt will uonstitute: 14. 15. I,a waiver of all claims by OWNER against CONTRACTOR. except claims arising from urtcerded Liens, from d,,ke ive Work, appearing nfler final inspectiatpursuant to paragraph 14.11. from fsiilure to comply with the Contract Documents or the terms of any special guarantees specified therein, or from CONTRAC•TOR's continuing obligations under the Contract Document:: and I4.15:_.A waiver of all claims by COWL FACTOR against OIVNER other than those previcxisly madee in writing and still unsettled. ARTICLE IF-SUSPE:\SION OF WORK AND TERMINATION OIVAIER May Suspend Ihbrk: 15.1, At any time and withent cause. OWNEK may suspend the Work or any} portion thereof fir a f-ried of not more thanninety days by notice in writing to CONTRACTOR ri ¢d F,\GiNFER. which will fixthe date on which Work will h resumed t1ONTKA( rOK shall resume the Work on the date so fixed CONTRACTOR shall he allowed an adjustment in the Contract price or an extension of the Contract Times, or hoth, directly attributable to any such suspcsion if CGPITRAC'rOK makes ;in approved claim therefor as provided in Articles I I :md I'. OR NE'R .flay rernunete:. 15:3. Upon the occurrence or any one or more of the following events: 15,2.1 if CO\-rR\CTCIR persiuently fall, to perform the Wok: in accordance with the Contract Documcns (including, but not loaned to, failure, to supply sufficient. skilled workers or suitable materials or equipment or Failure to adhere to the. progress schedule established under ptrragmph?9 as, adjusted front time to time pursuant to paragraph 6.6): 15;3'. if CONTR\CTPOR disregards laws or Regulation. of any public body havingjurisdiaion: U.-.?. if COYMACTOR disregards the uuthoaily of ENGINEER; or 15.2.4. if CONTRACTOR otherwise violates in any substantial way any provisions of the Contract Documents: OWNER may. alter giving CO\'TR•\CfOR (and the surety, if any) ,even days' written notice and to the .extent permitted be Laws and Regulations. terminate the services or CO.hrrR:\CTOR exclude CON FR\CTOR from the site. and take possession of the Work- and of all CONTRACTORS tools, appliances. construction equipment and machinery at the site and use the same lu the full extent they could be used by CONTRACTOR (w'idxnt liability to CONTRACTOR for trespass or conversion). ina+rpontte in the Work. all materials and equipment stored at the siteor for which OWNER has paid ttrt•DC tjENER.V. coxtr'not.5 a tits o v ro Ea6tiao 3'- wrarror•FORT COLLINS URFIC.yrIONS uuya,wan CONTR\CT(A but which are. stored else+chera. and fmish the Work as MWER may deem expedient. In such case CONTRACTOR shall not be entitled to receive any - further payment until the Work is finished If the unpaid balance of the Contract price exceeds all claims costs. losses and damages sustained by QWNER miring out of or resulting: from completing the Work such excess will be paid to CCINTRACTl1R. If such clainis, costs, .losses and damages exceed _such unpaid balance, CONTRAo_TOR shall pay the diRacnce to OWNER. Such claims, costs. losses and damages incurred by O\\'•NER will be reviewed by ENGINEER us to their reasonableness and when so approved by ENG INFER incorporated in a Change Order. provided that when exercising any rights of rcmedirs under this paragraph OWNER shall not he required to obtain the lowestprice for the Nark pert mned, 15.3. Where CONTRACTOR:s services have been so terminated by OWNER. the tennimniom will not affect any rights or remedies of OWNN.R against CONTRACTOR then existing or which may thcrcafler accrue, Any retention or payment of moneys due CONTRACTOR, by O%VNEK will not release CON''I'RACTOR frori liability. 15.4• Upon seven days written notice_ to CONTRAC"I'OR and ENGINEER. OWNER may, without Louse and without prejudice to any other right or ie r ly of Ea\4\LR zlza to term ante the:\¢nYment. In such case, CONr•1'R'ACFOK shall he paid (without duplication of any items):. 15.4.1. for completed and acccpmblc Work executed in accordance with the Contract 1)ocuments prior to the effective date of termination, including fair and reasonable sums for overhead and profit on such Work; 15.4.2. for expenses sustained prior to the eductive date of termination in performing services and furnishing labor, materials or equipment as required by the Contract Documents in connectionwith uncompleted IVork plus liit and reasonable sums For overhead and profit such espenscs; I i 4.3. for all claims, costs, tosses and damages incurred in ,enlenient of tannuaated comoice, wall Suhamtmcurs, Suppliers and others; and 15A.4. for reasonable expenses direct[%, nttrilymable IO termination. CONTRACTOR shall not be paid on account of lays of anticipated profits or revenue or other economic loss arising out of or resulting loom such termination. COA7R.ICTOR AMY Slop IFirrkorTerminate I i.5. IC through no act ur load of CONTKACTOK. the Work is suspended for a period of more sham ninety days by CAVNER or under an order of inn or other public authority, or ENGINEER. rails to act on any Application for Payment within thirty dews after it is submitted or OWNER tails for thin, days in paw C>NTR: (.3OR any sum fmalh• determined to be due. then CONTRACTOR may, upon seven days' written notice to OWNER and ENTi INEUL and provided OW'NIiR or ENGNEER do not remedy such suspension or Iitilure within that time. terminate the Ain-eement and recover from OWNER payment on the came terms as provided in paragImph 15A9 In lieu of tennin:aini: the Aureemenl and without prejudice to any other riela or nrnadj,. it LNOINTER has Gilled to act on an Application for Payment within Ihirly days after it is submitted or OWNER has failed for thirty days to ray CONTRACTOR any sum finally determined to be. clue, CONTRACTOR may upon seven days written notice to OWNER and I-NIGINEER stop the Work until rayment of all such amounts due CONTRACTOR includlnu interest thereon. The provisions or this paragraph I ni are not intended to preclude CONTRACTOR from making claim under Articles 1 I and I! for an inamw in Contract Price or Contract Timcs or otherwise for or damage directly attributable to CONTPACI'OR's stopping Work as permitted M' this paragraph, ARTICLE 16—DISPUTE KFSOLITHO:N If and to the extent that OWNER and CONTRACTOR have agreed on doe method and procedure for resolving de;Fattes between them that may arose tinder this :\greemem. such dispute resolution method and procedure, if any, _shall he as set forth in P:xhihitGC}:a, "Dispute Resolution Areement", to b.attached hereto and made a part hereof. It' no such agreement on the method and proecdurc for resolving such disputes has been reacha. and subject to the lorovisions of pruagmphs 9.1 U; 9.11 and 9,12, OWNER and CONTRACTOR may exercise such rights or remedies as either may otlienvisc have under the Contract DCoLutnemti or by Laws or Reaulatiolu in respect or any dispute. ARTICLE 17—NUSCELLANEOUS Gnvrg 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 orf"r or the curpoxation for whom it is intended or irdeliverud at or sent by registered or certified mail, POSIage prepai(t to the last business anddress known to the giver of the notice. 17.2. Compurarion of fiure: 17.2.1. When any period of time is retarrod to in the Contract Documents by days, it will be computed to exclude the: first and include the last homy of such period. If the last day of any such period falls on it Saturday or Sunday or on a day made a legal holiday by the law of the applicable jurisdiction. such day will be -omitted from the avttpumtion. t9C'UCOh;Yt7t1L CONUI'n0\S i 4 i a Y t t `Igo EJiticn) w! CITY OF FORT COLLI IF,BIODIPIC'AI IONS MEV,1200"! 17.2.2. A calenelar cL•ry of t\venty-four hours mea:iured from midnight to the nest midnight will constitute a day. Notice of(YfiiJP1: 173. Shou1dO4VNERorCC)IvriZ•\CT.ORarttcrinjury our thmaec to person or prt`Rnv because of any error, omission or act of the other puny or of any of doe other peuty''s emplovees or agents or others for whose bets the other party is legally liable: claim will be made in writing to the other party within a reasonable time of the first ub m•ame of such injure, or damage. The provisions of this paragraph 173 shall not he construed as n substitute for ex It waiver of the provisions ofany applicable statute of limitations or repose.CurnnhrtiveRe nediea: 17.d. The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the phonics hcrelo. and in particular but withoutlimitation, the warranties. guarantees and obligations imposed upon_ CONTRACTOR, by ptra3mmhs 6.12, 6.1 h, 630, 63317 632, 13.1, 13.12, 13.14, 14.3 and 15.2 and all of the ri_alim and remedies available to O"'NF.R and F'NT TF..r:R thereunder, are in addition to, and are not to he construed in any way as a limitation of, a ny rights :cod remedies available to any at all or them which are odtenvlsee unp owd or available by Laws or Regulatimu by special warranty or guarantee or by other provisions of the Contract Documents, and the. provisions of this paragraph will he as effective as if repeated specifically in the C'ontmct Documents in connectionwith each particular duty, obligation, right and remedy to which they apply: Professiomil Peev and Cemri Costy Inclined: 175. IVhenever reference, Is made to 'claims.. cc ls. losses and tiamaecs"; it shall include in each case, but not be limited to, all fees and chvges of engineers, architects attorneys and other professionals and all court or arbihation or other dispute resolution costs. I7.6. The laws ejt the State ot_Colyxado apply to this t\grerm rnt�ReCerenrr. to two pertinent Colornoki statutes are as Billows 176.1. Colorado Revised Statutes_(CRS 5-17-Lo!) re uire that Colorado labor be emnloved to perFurm the Work to the_"ent of not less than So mrcent (SIt4-6 of each Lem or class of lahar in the several classiGatlium of,skilled and common labor cmoliwed on the ryject. Colonldo labor means anv person is a. loam fide resident of the State. of Colorado at the. time of 1616- vment. without discrimination as to nice, culur creed, age. relfefon or sex 17.6.' If u claim is filed OWINl jti_rcuuitrd by law fCRS 38- 6-107i to withhold from all taymems to CONTRACTOR sufficient funds to insure the mvnaent of all claims for lahor. materials team hire, sustenance, provisions, provender, or other supplies used or consumed by CONTRACTOR torhis 33 ;� kilC'IX7 t1EB1F1L41. CiJNllI'I1Gti51710ti 1189v Eibo"1 wl iTIT OF FORT 6'OLLLIR MODIFICATIONS ❑LLV •1,20Wg (This page IM hhmn inten6anally.) UMC'GE\ERAL CO I?I'fly 141 V+Y to,)oE itimt 35 w7 CI n 111 1"GR i I.OLI.It\S \I VUII'tl'�1T10Ny 1ItEl' I00011! sxv\: ceuFx a. coul.wn om I q w-s nvro Eotim I 36 %v;Cl'IYOF FORT COLLINSMODIICAl IONSlIU-N-1r200H EXHIBIT GC -A to General Conditions of the Construction Contract Between OWNER and CONTRACTOR DISTCTE RESOLurION AGREEMENT OWNNE2 and CONTRACTOR hereby atuce that Article 16 or the General Conditions of the Constnietiun Contmet hetween OWNRR and CONTRACTOR is amended to include the following aaeemcnt of the rxirtiest 16.1. All claims, disputes and other matters in question between 0%VNER and CON'TLACTOR arising out of or relating to the Contract Occuments or the breach thereof (except for claims which have heat waived by the making or aazptance of final payment as provided by paragraph 14,15) will be decided by arbitration in accordance with the Construction Industry Arbitration Rules of the American Arhitmtion Association then obtainirtg, subject to the limitations of the Article 16. This agreement son to arbitrate and any other agreement or ovisent to whitmte entered into in accordance herewith as prni idcd in this .Article.16 will he speciti"illy enforceable under the prevailing raw of any court having jurisdiction. 16.2. No demand for arbitration of any claim, dispute or other matter the is required to be rerarcd to iZ'G \TEL•R initially for decision in accordance with paragraph 9.11 will he made until the earlier of (a) the date on which. l:?v`GINFER has rendered a written decision or (b) the thirty-first day cdici die parties Have presented dicier evidence to IDIGLNUR if a written decision has not been. rendered by I NGINEhR hefore drat date. No demand for arbitration of any such claim. dispute or other natter will be made rater than thirtv dnys after the date on which FNGiNEER has rendered a written decision in respect thereof in accordance with rrmeraph 9.I1: and the failure= to demand arbitration within said thirtv clays period will result in L•NGCNI•ER's decision being foal and binding upon OWNER and CONTRACTOR If ENGINEER renders a decision.uller arbitration proceedings have been initiated such decision mev be entered as evidence but will not supersede the arbitration proceedings, escopt where the decision is acceptable to die pnities concerned. No demand for arbitration of anv written decision or GN'GLNEER rendered in accordance. with paragraph 9,11) will be made rater than ten days after the party making such demand has deliverdd written notice of intention to appeal as provided in paragraph 9. to. 16, 3. Notice ol• the demand for arbitration will be filed in writing with the other party to the Aaaement and with the Aineriwn :Ubitratiun:\ssiviialion and a copy will be sent to ENGINEER for information. The demand for arbitration will be madewithin the thine -day or tcn.lav period speciticd in paragraph 16.3 as applicable and in all other cases within a rrasonaible time after the claim, dispute or other matter in question has arisen, and in no event shall any such demand be made after the date when institution of Imil.or equitable proceedinigs based on such claim, dispute of other matter in question would je bared by the applicable statute of limivatiuits. UCDC• GENERAL CONIX) t'110•a 1191M F41imi W CITY OF FORT UILIANS MODIFICATIONS (REV 9,99) 10.4. isxcept as provided in paragraph I6.i below, no arbitration arising out of or relative to the C'ontrnct Documents shall include by consolidation, joinder or in any other nuhnner anv other person or rntitv (including ENGINEER. ENGIN ER's Consultant and the oiLccrs. directors, ngents, employees or consultants of any of them) who is not a party to this contract unless: 16,4, I, the inclusion of such other person or entity is necessary if complete relief is to be afforded among those whoare alreadv patios to the arbitratitxr. and 1644?. such other person or entity is subswntially involved in a question of law or fact which is amnion to those who are alrendy, parties to the arhitration and which will arise in such proccedinas•.and. 16.4.3. the written consent of the other rerson. or cntjn• sought to be included and of M"NER :and CUNI'RAC ON has hen ohtained tiff such inclusion,. which consent shall make specific reference to this r mgrnr h but no such consent shall constitute consent to arbitration of any dispute not specifically described In such consent or to arhitmtion with any palm not specifically idantified in such consent. 16.5. Notwithstanding paragraph 16.4, if a claim. dispute or other matter in question between MWER and C6N,,*m\CT0R invokes the lVoik of a Subtiomntctor. eider OWNER or CONFRACTOR may join such Subcontrnctor as a party }o the nrhitrntion between OWNER and CONTRACTOR hereunder. CONTRACTOR shall include in allsubcontracts required by paragraph 63 1 a specific provision wherchy the Subcontractor consents to lasing joined in an arbitration between O\VNF.R and co,vrR4CTOR involving die Work of such 5ubwntractol. Nothing in this paragmph 10.: nor in die provision of such subcontract consenting to joinder shall tacae any claim, right it cause of action in favor of Subcontractor and amine OWNER. ENGINEER or ENGfNrXR's Consultants that does not. othenwe exist. 16,6. The award rendered by the arbitrators will be final, judgment may Fx entered upon it in any court having jurisdiction thereot and it will not be subject to modification or appeal. 16.7. OWNER and CONTR•\CTOR mare that they shall first submit any and all unsettled claims. counterclaims. disputes aid utter matters in 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 Industry Mediation Ruler, of the American Arbitration Association prior to either of them initiating against the other it demand for arbitration pursuant to rraaaaphs 16.1 trough 16.ii, unless delay in initialing arbitration would nevocably prejudice one of the parties. The resTuive thirty and ten day time limits within which to file it demand for arbilmtioi its provided in paragraphs Ih.'_ and 16.3 above shall be suspended with respect to a dispute suhniitted to mediation within those same applicable time limits and shall remain suspended until ten chys after the termination of the niedimien. The mediator of anv dispute submitted to mediation ureter this Agreement shill not sere as arhiunlor ol'such dispute unless otherwise adreed. riC•AI Iill:DC OHNERAL CONDI'I'IOSS 1710.E I I?'N) &6 MO GGAI w, C'ITti'' }F FORT C'QU.1, S \fQDIFU_J'RQ<<S (REV 949.1) SECTION 00800 SUPPLEMENTARY CONDITIONS City Of Fort Collins Purchasing ADDENDUM No. 1 SPECIFICATIONS AND CONTRACT DOCUMENTS Financial Services Purchasing Division 215 N. Mason St. 2"" Floor PO Box 580 Fort Collins, CO 80522 970.221.6775 970.221.6707 fcgov. com/purchasing Description of BID 7263: Downtown Conduit Backbone and Laterals OPENING DATE: 3:00 PM (Our Clock) August 8, 2011 To all prospective bidders under the specifications and contract documents described above, the following changes/additions are hereby made and detailed in the following sections of this addendum: Exhibit 1 — Questions & Answers Exhibit 2 — Additional Federal Requirements Please contact John Stephen, CPPO, LEED AP, Senior Buyer, Buyer at (970) 221-6777 with any questions regarding this addendum. RECEIPT OF THIS ADDENDUM MUST BE ACKNOWLEDGED BY A WRITTEN STATEMENT ENCLOSED WITH THE BID/QUOTE STATING THAT THIS ADDENDUM HAS BEEN RECEIVED. Addendum 1 — 7263 Downtown Conduit Backbone and Laterals Page 1 of 8 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. City of Fort Collins and Burlington Northern Santa Fe Railroad (BNSF) must be names as additional insured. 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-6.4.1 DELETED SC-6.4.2 DELETED Other Federal Requirements. Detailed on the following pages. Other Davis Bacon Wage Rates. Detailed on the following pages. FEDERAL TRANSIT ADMINISTRATION TABLE OF CONTENTS Federally Required Contract Clauses 1. NO GOVERNMENT OBLIGATION TO THIRD PARTIES................................................................. 1 2. PROGRAM FRAUD AND FALSE OR FRAUDULENT STATEMENTS AND RELATED ACTS....... 1 3. ACCESS TO RECORDS AND REPORTS........................................................................................ 1 4. FEDERAL CHANGES....................................................................................................................... 2 5. TERMINATION.................................................................................................................................. 3 6. CIVIL RIGHTS REQUIREMENTS..................................................................................................... 4 7. DISADVANTAGED BUSINESS ENTERPRISE (DBE)..................................................................... 5 8. INCORPORATION OF FEDERAL TRANSIT ADMINISTRATION (FTA) TERMS ............................ 6 9. GOVERNMENT -WIDE DEBARMENT AND SUSPENSION(NONPROCUREMENT)...................... 6 10. BUY AMERICA.................................................................................................................................. 7 11. BREACHES AND DISPUTE RESOLUTION................................................................................... 10 12. LOBBYING......................................................................................................................................10 13. CLEAN AIR..................................................................................................................................... 12 14. CLEAN WATER REQUIREMENTS................................................................................................. 12 15. FLY AMERICA REQUIREMENTS................................................................................................... 12 16. DAVIS-BACON AND COPELAND ANTI -KICKBACK ACTS ......................................................... 13 17. CONTRACT WORK HOURS AND SAFETY STANDARDS ACT ................................................... 19 18. BONDING REQUIREMENTS.......................................................................................................... 21 19. ENERGY CONSERVATION REQUIREMENTS..............................................................................24 20. RECYCLED PRODUCTS................................................................................................................ 25 21. ADA Access.................................................................................................................................... 25 0 1. NO GOVERNMENT OBLIGATION TO THIRD PARTIES No Obligation by the Federal Government. (1) The Purchaser and Contractor acknowledge and agree that, notwithstanding any concurrence by the Federal Government in or approval of the solicitation or award of the underlying contract, absent the express written consent by the Federal Government, the Federal Government is not a party to this contract and shall not be subject to any obligations or liabilities to the Purchaser, Contractor, or any other party (whether or not a party to that contract) pertaining to any matter resulting from the underlying contract. (2) The Contractor agrees to include the above clause in each subcontract financed in whole or in part with Federal assistance provided by FTA. It is further agreed that the clause shall not be modified, except to identify the subcontractor who will be subject to its provisions. 2. PROGRAM FRAUD AND FALSE OR FRAUDULENT STATEMENTS AND RELATED ACTS Program Fraud and False or Fraudulent Statements or Related Acts. (1) The Contractor acknowledges that the provisions of the Program Fraud Civil Remedies Act of 1986, as amended, 31 U.S.C. § 3801 et seg. and U.S. DOT regulations, 'Program Fraud Civil Remedies," 49 C.F.R. Part 31, apply to its actions pertaining to this Project. Upon execution of the underlying contract, the Contractor certifies or affirms the truthfulness and accuracy of any statement it has made, it makes, it may make, or causes to be made, pertaining to the underlying contract or the FTA assisted project for which this contract work is being performed. In addition to other penalties that may be applicable, the Contractor further acknowledges that if it makes, or causes to be made, a false, fictitious, or fraudulent claim, statement, submission, or certification, the Federal Government reserves the right to impose the penalties of the Program Fraud Civil Remedies Act of 1986 on the Contractor to the extent the Federal Government deems appropriate. (2) The Contractor also acknowledges that if it makes, or causes to be made, a false, fictitious, or fraudulent claim, statement, submission, or certification to the Federal Government under a contract connected with a project that is financed in whole or in part with Federal assistance originally awarded by FTA under the authority of 49 U.S.C. § 5307, the Government reserves the right to impose the penalties of 18 U.S.C. § 1001 and 49 U.S.C. § 5307(n)(1) on the Contractor, to the extent the Federal Government deems appropriate. (3) The Contractor agrees to include the above two clauses in each subcontract financed in whole or in part with Federal assistance provided by FTA. It is further agreed that the clauses shall not be modified, except to identify the subcontractor who will be subject to the provisions. 3. ACCESS TO RECORDS AND REPORTS Access to Records - The following access to records requirements apply to this Contract: A. Where the Purchaser is not a State but a local government and is the FTA Recipient or a subgrantee of the FTA Recipient in accordance with 49 C.F.R. 18.36(i), the Contractor agrees to provide the Purchaser, the FTA Administrator, the Comptroller General of the United States or any of their authorized representatives access to any books, documents, papers and records of the Contractor which are directly pertinent to this contract for the purposes of making audits, examinations, excerpts and transcriptions. Contractor also agrees, pursuant to 49 C.F.R. 633.17 to provide the FTA Administrator or his authorized representatives including any PMO Contractor access to Contractor's records and construction sites pertaining to a major capital project, defined at 49 U.S.C. 5302(a)1, which is receiving federal financial assistance through the programs described at 49 U.S.C. 5307, 5309 or 5311. B. The Contractor agrees to permit any of the foregoing parties to reproduce by any means whatsoever or to copy excerpts and transcriptions as reasonably needed. C. The Contractor agrees to maintain all books, records, accounts and reports required under this contract for a period of not less than three years after the date of termination or expiration of this contract, except in the event of litigation or settlement of claims arising from the performance of this contract, in which case Contractor agrees to maintain same until the Purchaser, the FTA Administrator, the Comptroller General, or any of their duly authorized representatives, have disposed of all such litigation, appeals, claims or exceptions related thereto. Reference 49 CFR 18.39(i)(11). D. FTA does not require the inclusion of these requirements in subcontracts. Requirements for Access to Records and Reports by Types of Contract Contract Characteristics Operational Service Contract Tumkey Construction Architectural Engineering Acquisition of Rolling Stock Professional Services I State Grantees None Those None None None None a. Contracts below SAT imposed on ($100,000) state pass None thru to Yes, if non- None unless None unless None unless non- b. Contracts above unless' Contractor competitive non- non- competitive award $100,000/Capital non- award or. if competitive competitive Projects competitive funded thru2 award award award 5307/5309/5 311 II Non State Grantees Those a. Contracts below SAT Yes imposed on Yes Yes Yes Yes ($100,000) non -state b. Contracts above Yes3 Grantee pass Yes Yes Yes Yes $100,000/Capital thru to Projects Contractor Sources of Authority: 149 USC 5325 (a) 2 49 CFR 633.17 ' 18 CFR 18.36 (i) 4. FEDERAL CHANGES Federal Changes - Contractor shall at all times comply with all applicable FTA regulations, policies, procedures and directives, including without limitation those listed directly or by reference in the Master Agreement between Purchaser and FTA, as they may be amended or promulgated from time to time during the term of this contract. Contractor's failure to so comply rJ shall constitute a material breach of this contract. 5. TERMINATION a. Termination for Convenience (General Provision) The (Recipient) may terminate this contract, in whole or in part, at any time by written notice to the Contractor when it is in the Government's best interest. The Contractor shall be paid its costs, including contract close-out costs, and profit on work performed up to the time of termination. The Contractor shall promptly submit its termination claim to (Recipient) to be paid the Contractor. If the Contractor has any property in its possession belonging to the (Recipient), the Contractor will account for the same, and dispose of it in the manner the (Recipient) directs. b. Termination for Default [Breach or Cause] (General Provision) If the Contractor does not deliver supplies in accordance with the contract delivery schedule, or, if the contract is for services, the Contractor fails to perform in the manner called for in the contract, or if the Contractor fails to comply with any other provisions of the contract, the (Recipient) may terminate this contract for default. Termination shall be effected by serving a notice of termination on the contractor setting forth the manner in which the Contractor is in default. The contractor will only be paid the contract price for supplies delivered and accepted, or services performed in accordance with the manner of performance set forth in the contract. If it is later determined by the (Recipient) that the Contractor had an excusable reason for not performing, such as a strike, fire, or flood, events which are not the fault of or are beyond the control of the Contractor, the (Recipient), after setting up a new delivery of performance schedule, may allow the Contractor to continue work, or treat the termination as a termination for convenience. c. Opportunity to Cure (General Provision) The (Recipient) in its sole discretion may, in the case of a termination for breach or default, allow the Contractor [an appropriately short period of time] in which to cure the defect. In such case, the notice of termination will state the time period in which cure is permitted and other appropriate conditions If Contractor fails to remedy to (Recipient)'s satisfaction the breach or default of any of the terms, covenants, or conditions of this Contract within [ten (10) days] after receipt by Contractor of written notice from (Recipient) setting forth the nature of said breach or default, (Recipient) shall have the right to terminate the Contract without any further obligation to Contractor. Any such termination for default shall not in any way operate to preclude (Recipient) from also pursuing all available remedies against Contractor and its sureties for said breach or default. d. Waiver of Remedies for any Breach In the event that (Recipient) elects to waive its remedies for any breach by Contractor of any covenant, term or condition of this Contract, such waiver by (Recipient) shall not limit (Recipient)'s remedies for any succeeding breach of that or of any other term, covenant, or condition of this Contract. e. Termination for Default (Construction) If the Contractor refuses or fails to prosecute the work or any separable part, with the diligence that will insure its completion within the time specified in this contract or any extension or fails to complete the work within this time, or if the Contractor fails to comply with any other provisions of this contract, the (Recipient) may terminate this contract for default. The (Recipient) shall terminate by delivering to the Contractor a Notice of Termination specifying the nature of the default. In this event, the Recipient may take over the work and compete it by contract or otherwise, and may take 3 possession of and use any materials, appliances, and plant on the work site necessary for completing the work. The Contractor and its sureties shall be liable for any damage to the Recipient resulting from the Contractor's refusal or failure to complete the work within specified time, whether or not the Contractor's right to proceed with the work is terminated. This liability includes any increased costs incurred by the Recipient in completing the work. The Contractor's right to proceed shall not be terminated nor the Contractor charged with damages under this clause if- 1. the delay in completing the work arises from unforeseeable causes beyond the control and without the fault or negligence of the Contractor. Examples of such causes include: acts of God, acts of the Recipient, acts of another Contractor in the performance of a contract with the Recipient, epidemics, quarantine restrictions, strikes, freight embargoes; and 2. the contractor, within [10] days from the beginning of any delay, notifies the (Recipient) in writing of the causes of delay. If in the judgment of the (Recipient), the delay is excusable, the time for completing the work shall be extended. The judgment of the (Recipient) shall be final and conclusive on the parties, but subject to appeal under the Disputes clauses. If, after termination of the Contractor's right to proceed, it is determined that the Contractor was not in default, or that the delay was excusable, the rights and obligations of the parties will be the same as if the termination had been issued for the convenience of the Recipient. 6. CIVIL RIGHTS REQUIREMENTS Civil Rights - The following requirements apply to the underlying contract: (1) Nondiscrimination - In accordance with Title VI of the Civil Rights Act, as amended, 42 U.S.C. § 2000d, section 303 of the Age Discrimination Act of 1975, as amended, 42 U.S.C. § 6102, section 202 of the Americans with Disabilities Act of 1990, 42 U.S.C. § 12132, and Federal transit law at 49 U.S.C. § 5332, the Contractor agrees that it will not discriminate against any employee or applicant for employment because of race, color, creed, national origin, sex, age, or disability. In addition, the Contractor agrees to comply with applicable Federal implementing regulations and other implementing requirements FTA may issue. (2) Equal Employment Opportunity - The following equal employment opportunity requirements apply to the underlying contract: (a) Race, Color, Creed, National Origin. Sex - In accordance with Title VII of the Civil Rights Act, as amended, 42 U.S.C. § 2000e, and Federal transit laws at 49 U.S.C. § 5332, the Contractor agrees to comply with all applicable equal employment opportunity requirements of U.S. Department of Labor (U.S. DOL) regulations, "Office of Federal Contract Compliance Programs, Equal Employment Opportunity, Department of Labor," 41 C.F.R. Parts 60 et seq., (which implement Executive Order No. 11246, "Equal Employment Opportunity," as amended by Executive Order No. 11375, "Amending Executive Order 11246 Relating to Equal Employment Opportunity," 42 U.S.C. § 2000e note), and with any applicable Federal statutes, executive orders, regulations, and Federal policies that may in the future affect construction activities undertaken in the 0 course of the Project. The Contractor agrees to take affirmative action to ensure that applicants are employed, and that employees are treated during employment, without regard to their race, color, creed, national origin, sex, or age. Such action shall include, but not be limited to, the following: employment, upgrading, demotion or transfer, recruitment or recruitment advertising, layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. In addition, the Contractor agrees to comply with any implementing requirements FTA may issue. (b) Acme - In accordance with section 4 of the Age Discrimination in Employment Act of 1967, as amended, 29 U.S.C. § § 623 and Federal transit law at 49 U.S.C. § 5332, the Contractor agrees to refrain from discrimination against present and prospective employees for reason of age. In addition, the Contractor agrees to comply with any implementing requirements FTA may issue. (c) Disabilities - In accordance with section 102 of the Americans with Disabilities Act, as amended, 42 U.S.C. § 12112, the Contractor agrees that it will comply with the requirements of U.S. Equal Employment Opportunity Commission, "Regulations to Implement the Equal Employment Provisions of the Americans with Disabilities Act," 29 C.F.R. Part 1630, pertaining to employment of persons with disabilities. In addition, the Contractor agrees to comply with any implementing requirements FTA may issue. (3) The Contractor also agrees to include these requirements in each subcontract financed in whole or in part with Federal assistance provided by FTA, modified only if necessary to identify the affected parties. 7. DISADVANTAGED BUSINESS ENTERPRISE (DBE) a. This contract is subject to the requirements of Title 49, Code of Federal Regulations, Part 26, Participation by Disadvantaged Business Enterprises in Department of Transportation Financial Assistance Programs. The national goal for participation of Disadvantaged Business Enterprises (DBE) is 10%. The agency's overall goal for DBE participation is 7.2%. A separate contract goal of 10 % DBE participation has been established for this procurement. b. The contractor shall not discriminate on the basis of race, color, national origin, or sex in the performance of this contract. The contractor shall carry out applicable requirements of 49 CFR Part 26 in the award and administration of this DOT -assisted contract. Failure by the contractor to carry out these requirements is a material breach of this contract, which may result in the termination of this contract or such other remedy as City of Fort Collins deems appropriate. Each subcontract the contractor signs with a subcontractor must include the assurance in this paragraph (see 49 CFR 26.13(b)). c. Bidders/offerors are required to document sufficient DBE participation to meet these goals or, alternatively, document adequate good faith efforts to do so, as provided for in 49 CFR 26.53. Award of this contract is conditioned on submission of the following concurrent with and accompanying sealed bid. 1. The names and addresses of DBE firms that will participate in this contract; 2. A description of the work each DBE will perform; 3. The dollar amount of the participation of each DBE firm 5 participating; 4. Written documentation of the bidder/offeror's commitment to use a DBE subcontractor whose participation it submits to meet the contract goal; 5. Written confirmation from the DBE that it is participating in the contract as provided in the prime contractor's commitment; and 6. If the contract goal is not met, evidence of good faith efforts to do SO. Bidders must present the information required above [with initial proposals]] (see 49 CFR 26.53(3)). d. The contractor is required to pay its subcontractors performing work related to this contract for satisfactory performance of that work no later than 30 days after the contractor's receipt of payment for that work from the City of Fort Collins. In addition is required to return any retainage payments to those subcontractors within 30 days after incremental acceptance of the subcontractor's work by the City of Fort Collins and contractor's receipt of the partial retainage payment related to the subcontractor's work. e. The contractor must promptly notify City of Fort Collins whenever a DBE subcontractor performing work related to this contract is terminated or fails to complete its work, and must make good faith efforts to engage another DBE subcontractor to perform at least the same amount of work. The contractor may not terminate any DBE subcontractor and perform that work through its own forces or those of an affiliate without prior written consent of City of Fort Collins. 8. INCORPORATION OF FEDERAL TRANSIT ADMINISTRATION (FTA) TERMS Incorporation of Federal Transit Administration (FTA) Terms - The preceding provisions include, in part, certain Standard Terms and Conditions required by DOT, whether or not expressly set forth in the preceding contract provisions. All contractual provisions required by DOT, as set forth in FTA Circular 4220.1 E, are hereby incorporated by reference. Anything to the contrary herein notwithstanding, all FTA mandated terms shall be deemed to control in the event of a conflict with other provisions contained in this Agreement. The Contractor shall not perform any act, fail to perform any act, or refuse to comply with any (name of grantee) requests which would cause (name of grantee) to be in violation of the FTA terms and conditions. 9. GOVERNMENT -WIDE DEBARMENT AND SUSPENSION (NONPROCUREMENT) Background and Applicability In conjunction with the Office of Management and Budget and other affected Federal agencies, DOT published an update to 49 CFR Part 29 on November 26, 2003. This government -wide regulation implements Executive Order 12549, Debarment and Suspension, Executive Order 12689, Debarment and Suspension, and 31 U.S.C. 6101 note (Section 2455, Public Law 103- 355, 108 Stat. 3327). The provisions of Part 29 apply to all grantee contracts and subcontracts at any level expected to equal or exceed $25,000 as well as any contract or subcontract (at any level) for Federally required auditing services. 49 CFR 29.220(b). This represents a change from prior practice in that the dollar threshold for application of these rules has been lowered from $100,000 to $25,000. These are contracts and subcontracts referred to in the regulation as "covered transactions." Grantees, contractors, and subcontractors (at any level) that enter into covered transactions are required to verify that the entity (as well as its principals and affiliates) they propose to contract or subcontract with is not excluded or disqualified. They do this by (a) Checking the Excluded Parties List System, (b) Collecting a certification from that person, or (c) Adding a clause or condition to the contract or subcontract. This represents a change from prior practice in that certification is still acceptable but is no longer required. 49 CFR 29.300. Grantees, contractors, and subcontractors who enter into covered transactions also must require the entities they contract with to comply with 49 CFR 29, subpart C and include this requirement in their own subsequent covered transactions (i.e., the requirement flows down to subcontracts at all levels). Clause Language The following clause language is suggested, not mandatory. It incorporates the optional method of verifying that contractors are not excluded or disqualified by certification. Suspension and Debarment This contract is a covered transaction for purposes of 49 CFR Part 29. As such, the contractor is required to verify that none of the contractor, its principals, as defined at 49 CFR 29.995, or affiliates, as defined at 49 CFR 29.905, are excluded or disqualified as defined at 49 CFR 29.940 and 29.945. The contractor is required to comply with 49 CFR 29, Subpart C and must include the requirement to comply with 49 CFR 29, Subpart C in any lower tier covered transaction it enters into. By signing and submitting its bid or proposal, the bidder or proposer certifies as follows: The certification in this clause is a material representation of fact relied upon by {insert agency name). If it is later determined that the bidder or proposer knowingly rendered an erroneous certification, in addition to remedies available to {insert agency name), the Federal Government may pursue available remedies, including but not limited to suspension and/or debarment. The bidder or proposer agrees to comply with the requirements of 49 CFR 29, Subpart C while this offer is valid and throughout the period of any contract that may arise from this offer. The bidder or proposer further agrees to include a provision requiring such compliance in its lower tier covered transactions. 10. BUY AMERICA The contractor agrees to comply with 49 U.S.C. 5323(j) and 49 C.F.R. Part 661, which provide that Federal funds may not be obligated unless steel, iron, and manufactured products used in FTA-funded projects are produced in the United States, unless a waiver has been granted by FTA or the product is subject to a general waiver. General waivers are listed in 49 C.F.R. 661.7, and include final assembly in the United States for 15 passenger vans and 15 passenger wagons produced by Chrysler Corporation, and microcomputer equipment and software. Separate requirements for rolling stock are set out at 49 U.S.C. 5323(j)(2)(C) and 49 C.F.R. 661.11. Rolling stock must be assembled in the United States and have a 60 percent domestic content. A bidder or offeror must submit to the FTA recipient the appropriate Buy America certification (below) with all bids or offers on FTA-funded contracts, except those subject to a general waiver. Bids or offers that are not accompanied by a completed Buy America certification must 7 be rejected as nonresponsive. This requirement does not apply to lower tier subcontractors. EXHIBIT 1 — QUESTIONS & ANSWERS The following questions were sent to the City of Fort Collins, or were discussed at the pre -bid conference held on Monday, June 25, 2011. Responses are designated by "a." 1. Need clarification of concrete rings on MH detail. a. Concrete rings around vaults in the downtown area will not be required unless the vaults are placed in an area where they are exposed to vehicular traffic such as in driveways, parking lots, streets, etc. Vaults mounted in city sidewalks or in landscaped areas will not require concrete rings. 2. Do the 36" x 48" x 18" Precast Traffic box lids need to be solid concrete? Or can it have a hatch door or cast iron ring & cover in the lid for access? a. Vaults located in the roadway need to be Traffic Rated. Vaults located elsewhere do not need to be Traffic Rated. 3. Shop drawing review of 10 days is too long to meet the project schedule. a. Shop drawings will be reviewed in 3 days. 4. What are the fees for an Obstruction Permit for parking spaces eliminated during construction activities? a. Fees for Obstruction Permits will be waived for this project. Contractor will need to coordinate with Tisha McRae in Parking Services to identify the specific spaces that will be affected and dates of construction one week prior to construction at each location. Parking spaces may be obstructed for construction related activities and vehicles/equipment necessary to complete the work. These spaces shall not be used for personal vehicles of employees reporting to the job site. Rooftop permits are available in the parking structure for $18/month for this purpose if desired. 5. Are Traffic Control Plan fees to be applied for each plan or the whole project? a. Each plan should be specific to each intersection and will be charged $35 per plan. Multiple setups within the same intersection can be combined into one submittal without additional charge. There is no fee for time extensions and date modifications to previously submitted plans. 6. Will Mason be re -paved with the MAX BRT project? a. No. Standard patching requirements will apply. 7. What are the excavation permit fees, pothole fees? a. A permit will be required for each intersection and the $30 application fee will apply to each application. All other associated fees will be waived. Addendum 1 — 7263 Downtown Conduit Backbone and Laterals Page 2 of 8 Certification requirement for procurement of steel, iron, or manufactured products Certificate of Compliance with 49 U.S.C. 53236)(1) The bidder or offeror hereby certifies that it will meet the requirements of 49 U.S.C. 5323(j)(1) and the applicable regulations in 49 C.F.R. Part 661.5. Date Signature Company Name Title Certificate of Non -Compliance with 49 U.S.C. 53236)(1) The bidder or offeror hereby certifies that it cannot comply with the requirements of 49 U.S.C. 5323(j)(1) and 49 C.F.R. 661.5, but it may qualify for an exception pursuant to 49 U.S.C. 5323(j)(2)(A), 53230)(2)(B), or 5323(j)(2)(D), and 49 C.F.R. 661.7. Date Signature Company Name Title Certification requirement for procurement of buses, other rolling stock and associated equipment Certificate of Compliance with 49 U.S.C. 53236)(2)(C). The bidder or offeror hereby certifies that it will comply with the requirements of 49 U.S.C. 5323(j)(2)(C) and the regulations at 49 C.F.R. Part 661.11. Date Signature Company Name Title Certificate of Non -Compliance with 49 U.S.C. 53236)(2)(C) The bidder or offeror hereby certifies that it cannot comply with the requirements of 49 U.S.C. 5323(j)(2)(C) and 49 C.F.R. 661.11, but may qualify for an exception pursuant to 49 U.S.C. 5323(j)(2)(A), 53230)(2)(B), or 5323(j)(2)(D), and 49 CFR 661.7. Date Signature Company Name Title 6 11. BREACHES AND DISPUTE RESOLUTION Disputes - Disputes arising in the performance of this Contract which are not resolved by agreement of the parties shall be decided in writing by the authorized representative of (Recipient)'s [title of employee]. This decision shall be final and conclusive unless within [ten (10)] days from the date of receipt of its copy, the Contractor mails or otherwise furnishes a written appeal to the [title of employee]. In connection with any such appeal, the Contractor shall be afforded an opportunity to be heard and to offer evidence in support of its position. The decision of the [title of employee] shall be binding upon the Contractor and the Contractor shall abide be the decision. Performance During Dispute - Unless otherwise directed by (Recipient), Contractor shall continue performance under this Contract while matters in dispute are being resolved. Claims for Damages - Should either party to the Contract suffer injury or damage to person or property because of any act or omission of the party or of any of his employees, agents or others for whose acts he is legally liable, a claim for damages therefor shall be made in writing to such other party within a reasonable time after the first observance of such injury of damage. Remedies - Unless this contract provides otherwise, all claims, counterclaims, disputes and other matters in question between the (Recipient) and the Contractor arising out of or relating to this agreement or its breach will be decided by arbitration if the parties mutually agree, or in a court of competent jurisdiction within the State in which the (Recipient) is located. Rights and Remedies - The duties and obligations imposed by the Contract Documents and the rights and remedies available thereunder shall be in addition to and not a limitation of any duties, obligations, rights and remedies otherwise imposed or available by law. No action or failure to act by the (Recipient), (Architect) or Contractor shall constitute a waiver of any right or duty afforded any of them under the Contract, nor shall any such action or failure to act constitute an approval of or acquiescence in any breach thereunder, except as may be specifically agreed in writing. 12. LOBBYING Modifications have been made to the Clause pursuant to Section 10 of the Lobbying Disclosure Act of 1995, P.L. 104-65 [to be codified at 2 U.S.C. § 1601, et seq.] - Lobbying Certification and Disclosure of Lobbying Activities for third party contractors are mandated by 31 U.S.C. 1352(b)(5), as amended by Section 10 of the Lobbying Disclosure Act of 1995, and DOT implementing regulation, "New Restrictions on Lobbying," at 49 CFR § 20.110(d) - Language in Lobbying Certification is mandated by 49 CFR Part 19, Appendix A, Section 7, which provides that contractors file the certification required by 49 CFR Part 20, Appendix A. Modifications have been made to the Lobbying Certification pursuant to Section 10 of the Lobbying Disclosure Act of 1995. - Use of "Disclosure of Lobbying Activities," Standard Form-LLL set forth in Appendix B of 49 CFR Part 20, as amended by "Government wide Guidance For New Restrictions on Lobbying," 61 Fed. Reg. 1413 (1/19/96) is mandated by 49 CFR Part 20, Appendix A. 10 Byrd Anti -Lobbying Amendment, 31 U.S.C. 1352, as amended by the Lobbying Disclosure Act of 1995, P.L. 104-65 [to be codified at 2 U.S.C. § 1601, et seq.] - Contractors who apply or bid for an award of $100,000 or more shall file the certification required by 49 CFR part 20, "New Restrictions on Lobbying." Each tier certifies to the tier above that it will not and has not used Federal appropriated funds to pay any person or organization for influencing or attempting to influence an officer or employee of any agency, a member of Congress, officer or employee of Congress, or an employee of a member of Congress in connection with obtaining any Federal contract, grant or any other award covered by 31 U.S.C. 1352. Each tier shall also disclose the name of any registrant under the Lobbying Disclosure Act of 1995 who has made lobbying contacts on its behalf with non -Federal funds with respect to that Federal contract, grant or award covered by 31 U.S.C. 1352. Such disclosures are forwarded from tier to tier up to the recipient. APPENDIX A, 49 CFR PART 20--CERTIFICATION REGARDING LOBBYING Certification for Contracts, Grants, Loans, and Cooperative Agreements (To be submitted with each bid or offer exceeding $100,000) The undersigned [Contractor] certifies, to the best of his or her knowledge and belief, that (1) No Federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person for influencing or attempting to influence an officer or employee of an agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any Federal contract, the making of any Federal grant, the making of any Federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any Federal contract, grant, loan, or cooperative agreement. (2) If any funds other than Federal appropriated funds have been paid or will be paid to any person for making lobbying contacts to an officer or employee of any agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this Federal contract, grant, loan, or cooperative agreement, the undersigned shall complete and submit Standard Form--LLL, "Disclosure Form to Report Lobbying," in accordance with its instructions [as amended by "Government wide Guidance for New Restrictions on Lobbying," 61 Fed. Reg. 1413 (1/19/96). Note: Language in paragraph (2) herein has been modified in accordance with Section 10 of the Lobbying Disclosure Act of 1995 (P.L. 104-65, to be codified at 2 U.S.C. 1601, et seq.)] (3) The undersigned shall require that the language of this certification be included in the award documents for all subawards at all tiers (including subcontracts, subgrants, and contracts under grants, loans, and cooperative agreements) and that all subrecipients shall certify and disclose accordingly. This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by 31, U.S.C. § 1352 (as amended by the Lobbying Disclosure Act of 1995). Any person who fails to file the required certification shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure. [Note: Pursuant to 31 U.S.C. § 1352(c)(1)-(2)(A), any person who makes a prohibited 11 expenditure or fails to file or amend a required certification or disclosure form shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such expenditure or failure.] The Contractor, , certifies or affirms the truthfulness and accuracy of each statement of its certification and disclosure, if any. In addition, the Contractor understands and agrees that the provisions of 31 U.S.C. A 3801, et seq., apply to this certification and disclosure, if any. Signature of Contractor's Authorized Official Name and Title of Contractor's Authorized Official Date 13. CLEAN AIR Clean Air— (1) The Contractor agrees to comply with all applicable standards, orders or regulations issued pursuant to the Clean Air Act, as amended, 42 U.S.C. §§ 7401 et seq. The Contractor agrees to report each violation to the Purchaser and understands and agrees that the Purchaser will, in turn, report each violation as required to assure notification to FTA and the appropriate EPA Regional Office. (2) The Contractor also agrees to include these requirements in each subcontract exceeding $100,000 financed in whole or in part with Federal assistance provided by FTA. 14. CLEAN WATER REQUIREMENTS Clean Water - (1) The Contractor agrees to comply with all applicable standards, orders or regulations issued pursuant to the Federal Water Pollution Control Act, as amended, 33 U.S.C. 1251 et seq. The Contractor agrees to report each violation to the Purchaser and understands and agrees that the Purchaser will, in turn, report each violation as required to assure notification to FTA and the appropriate EPA Regional Office. (2) The Contractor also agrees to include these requirements in each subcontract exceeding $100,000 financed in whole or in part with Federal assistance provided by FTA. 15. FLY AMERICA REQUIREMENTS The Contractor agrees to comply with 49 U.S.C. 40118 (the "Fly America" Act) in accordance with the General Services Administration's regulations at 41 CFR Part 301-10, which provide that recipients and subrecipients of Federal funds and their contractors are required to use U.S. Flag air carriers for U.S Government -financed international air travel and transportation of their personal effects or property, to the extent such service is available, unless travel by foreign air carrier is a matter of necessity, as defined by the Fly America Act. The Contractor shall submit, if a foreign air carrier was used, an appropriate certification or memorandum adequately explaining why service by a U.S. flag air carrier was not available or why it was necessary to 12 use a foreign air carrier and shall, in any event, provide a certificate of compliance with the Fly America requirements. The Contractor agrees to include the requirements of this section in all subcontracts that may involve international air transportation. 16. DAVIS-BACON AND COPELAND ANTI -KICKBACK ACTS Background and Application The Davis -Bacon and Copeland Acts are codified at 40 USC 3141, et seq. and 18 USC 874. The Acts apply to grantee construction contracts and subcontracts that "at least partly are financed by a loan or grant from the Federal Government." 40 USC 3145(a), 29 CFR 5.2(h), 49 CFR 18.36(i)(5). The Acts apply to any construction contract over $2,000. 40 USC 3142(a), 29 CFR 5.5(a). 'Construction,' for purposes of the Acts, includes "actual construction, alteration and/or repair, including painting and decorating." 29 CFR 5.5(a). The requirements of both Acts are incorporated into a single clause (see 29 CFR 3.11) enumerated at 29 CFR 5.5(a) and reproduced below. The clause language is drawn directly from 29 CFR 5.5(a) and any deviation from the model clause below should be coordinated with counsel to ensure the Acts' requirements are satisfied. Clause Language Davis -Bacon and Copeland Anti -Kickback Acts (1) Minimum wages — (i) All laborers and mechanics employed or working upon the site of the work (or under the United States Housing Act of 1937 or under the Housing Act of 1949 in the construction or development of the project), will be paid unconditionally and not less often than once a week, and without subsequent deduction or rebate on any account (except such payroll deductions as are permitted by regulations issued by the Secretary of Labor under the Copeland Act (29 CFR part 3)), the full amount of wages and bona fide fringe benefits (or cash equivalents thereof) due at time of payment computed at rates not less than those contained in the wage determination of the Secretary of Labor which is attached hereto and made a part hereof, regardless of any contractual relationship which may be alleged to exist between the contractor and such laborers and mechanics. Contributions made or costs reasonably anticipated for bona fide fringe benefits under section 1(b)(2) of the Davis -Bacon Act on behalf of laborers or mechanics are considered wages paid to such laborers or mechanics, subject to the provisions of paragraph (1)(iv) of this section; also, regular contributions made or costs incurred for more than a weekly period (but not less often than quarterly) under plans, funds, or programs which cover the particular weekly period, are deemed to be constructively made or incurred during such weekly period. Such laborers and mechanics shall be paid the appropriate wage rate and fringe benefits on the wage determination for the classification of work actually performed, without regard to skill, except as provided in 29 CFR Part 5.5(a)(4). Laborers or mechanics performing work in more than one classification may be compensated at the rate specified for each classification for the time actually worked therein: Provided, That the employer's payroll records accurately set forth the time spent in each classification in which work is performed. The wage determination (including any additional classifications and wage rates conformed under paragraph (1)(ii) of this section) and the Davis -Bacon poster (WH-1321) shall be posted at all times by the contractor and 13 its subcontractors at the site of the work in a prominent and accessible place where it can be easily seen by the workers. (ii)(A) The contracting officer shall require that any class of laborers or mechanics, including helpers, which is not listed in the wage determination and which is to be employed under the contract shall be classified in conformance with the wage determination. The contracting officer shall approve an additional classification and wage rate and fringe benefits therefore only when the following criteria have been met: (1) Except with respect to helpers as defined as 29 CFR 5.2(n)(4), the work to be performed by the classification requested is not performed by a classification in the wage determination; and (2) The classification is utilized in the area by the construction industry; and (3) The proposed wage rate, including any bona fide fringe benefits, bears a reasonable relationship to the wage rates contained in the wage determination; and (4) With respect to helpers as defined in 29 CFR 5.2(n)(4), such a classification prevails in the area in which the work is performed. (B) If the contractor and the laborers and mechanics to be employed in the classification (if known), or their representatives, and the contracting officer agree on the classification and wage rate (including the amount designated for fringe benefits where appropriate), a report of the action taken shall be sent by the contracting officer to the Administrator of the Wage and Hour Division, Employment Standards Administration, U.S. Department of Labor, Washington, DC 20210. The Administrator, or an authorized representative, will approve, modify, or disapprove every additional classification action within 30 days of receipt and so advise the contracting officer or will notify the contracting officer within the 30-day period that additional time is necessary. (C) In the event the contractor, the laborers or mechanics to be employed in the classification or their representatives, and the contracting officer do not agree on the proposed classification and wage rate (including the amount designated for fringe benefits, where appropriate), the contracting officer shall refer the questions, including the views of all interested parties and the recommendation of the contracting officer, to the Administrator for determination. The Administrator, or an authorized representative, will issue a determination within 30 days of receipt and so advise the contracting officer or will notify the contracting officer within the 30-day period that additional time is necessary. (D) The wage rate (including fringe benefits where appropriate) determined pursuant to paragraphs (a)(1)(ii) (B) or (C) of this section, shall be paid to all workers performing work in the classification under this contract from the first day on which work is performed in the classification. (iii) Whenever the minimum wage rate prescribed in the contract for a 14 class of laborers or mechanics includes a fringe benefit which is not expressed as an hourly rate, the contractor shall either pay the benefit as stated in the wage determination or shall pay another bona fide fringe benefit or an hourly cash equivalent thereof. (iv) If the contractor does not make payments to a trustee or other third person, the contractor may consider as part of the wages of any laborer or mechanic the amount of any costs reasonably anticipated in providing bona fide fringe benefits under a plan or program, Provided, That the Secretary of Labor has found, upon the written request of the contractor, that the applicable standards of the Davis -Bacon Act have been met. The Secretary of Labor may require the contractor to set aside in a separate account assets for the meeting of obligations under the plan or program. (v)(A) The contracting officer shall require that any class of laborers or mechanics which is not listed in the wage determination and which is to be employed under the contract shall be classified in conformance with the wage determination. The contracting officer shall approve an additional classification and wage rate and fringe benefits therefor only when the following criteria have been met: (1) The work to be performed by the classification requested is not performed by a classification in the wage determination; and (2) The classification is utilized in the area by the construction industry; and (3) The proposed wage rate, including any bona fide fringe benefits, bears a reasonable relationship to the wage rates contained in the wage determination. (B) If the contractor and the laborers and mechanics to be employed in the classification (if known), or their representatives, and the contracting officer agree on the classification and wage rate (including the amount designated for fringe benefits where appropriate), a report of the action taken shall be sent by the contracting officer to the Administrator of the Wage and Hour Division, Employment Standards Administration, Washington, DC 20210. The Administrator, or an authorized representative, will approve, modify, or disapprove every additional classification action within 30 days of receipt and so advise the contracting officer or will notify the contracting officer within the 30-day period that additional time is necessary. (C) In the event the contractor, the laborers or mechanics to be employed in the classification or their representatives, and the contracting officer do not agree on the proposed classification and wage rate (including the amount designated for fringe benefits, where appropriate), the contracting officer shall refer the questions, including the views of all interested parties and the recommendation of the contracting officer, to the Administrator for determination. The Administrator, or an authorized representative, will issue a determination with 30 days of receipt and so advise the contracting officer or will notify the contracting officer within the 30-day period that additional time is necessary. (D) The wage rate (including fringe benefits where appropriate) determined pursuant to paragraphs (a)(1)(v) (B) or (C) of this section, shall be paid to all workers performing work in the classification under this contract from the first day 15 on which work is performed in the classification. (2) Withholding - The City of Fort Collins shall upon its own action or upon written request of an authorized representative of the Department of Labor withhold or cause to be withheld from the contractor under this contract or any other Federal contract with the same prime contractor, or any other federally -assisted contract subject to Davis -Bacon prevailing wage requirements, which is held by the same prime contractor, so much of the accrued payments or advances as may be considered necessary to pay laborers and mechanics, including apprentices, trainees, and helpers, employed by the contractor or any subcontractor the full amount of wages required by the contract. In the event of failure to pay any laborer or mechanic, including any apprentice, trainee, or helper, employed or working on the site of the work (or under the United States Housing Act of 1937 or under the Housing Act of 1949 in the construction or development of the project), all or part of the wages required by the contract, the City of Fort Collins may, after written notice to the contractor, sponsor, applicant, or owner, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds until such violations have ceased. (3) Payrolls and basic records — (i) Payrolls and basic records relating thereto shall be maintained by the contractor during the course of the work and preserved for a period of three years thereafter for all laborers and mechanics working at the site of the work (or under the United States Housing Act of 1937, or under the Housing Act of 1949, in the construction or development of the project). Such records shall contain the name, address, and social security number of each such worker, his or her correct classification, hourly rates of wages paid (including rates of contributions or costs anticipated for bona fide fringe benefits or cash equivalents thereof of the types described in section 1(b)(2)(B) of the Davis -Bacon Act), daily and weekly number of hours worked, deductions made and actual wages paid. Whenever the Secretary of Labor has found under 29 CFR 5.5(a)(1)(iv) that the wages of any laborer or mechanic include the amount of any costs reasonably anticipated in providing benefits under a plan or program described in section 1(b)(2)(B) of the Davis -Bacon Act, the contractor shall maintain records which show that the commitment to provide such benefits is enforceable, that the plan or program is financially responsible, and that the plan or program has been communicated in writing to the laborers or mechanics affected, and records which show the costs anticipated or the actual cost incurred in providing such benefits. Contractors employing apprentices or trainees under approved programs shall maintain written evidence of the registration of apprenticeship programs and certification of trainee programs, the registration of the apprentices and trainees, and the ratios and wage rates prescribed in the applicable programs. (ii)(A) The contractor shall submit weekly for each week in which any contract work is performed a copy of all payrolls to the City of Fort Collins for transmission to the Federal Transit Administration. The payrolls submitted shall set out accurately and completely all of the information required to be maintained under section 5.5(a)(3)(i) of Regulations, 29 CFR part 5. This information may be submitted in any form desired. Optional Form WH-347 is available for this purpose and may be purchased from the Superintendent of Documents (Federal Stock Number 029-005-00014-1), U.S. Government Printing Office, Washington, DC 20402. The prime contractor is responsible for the submission of copies of payrolls by all subcontractors. (B) Each payroll submitted shall be accompanied by a "Statement of Compliance," UR signed by the contractor or subcontractor or his or her agent who pays or supervises the payment of the persons employed under the contract and shall certify the following: (1) That the payroll for the payroll period contains the information required to be maintained under section 5.5(a)(3)(i) of Regulations, 29 CFR part 5 and that such information is correct and complete; (2) That each laborer or mechanic (including each helper, apprentice, and trainee) employed on the contract during the payroll period has been paid the full weekly wages earned, without rebate, either directly or indirectly, and that no deductions have been made either directly or indirectly from the full wages earned, other than permissible deductions as set forth in Regulations, 29 CFR part 3; (3) That each laborer or mechanic has been paid not less than the applicable wage rates and fringe benefits or cash equivalents for the classification of work performed, as specified in the applicable wage determination incorporated into the contract. (C) The weekly submission of a properly executed certification set forth on the reverse side of Optional Form WH-347 shall satisfy the requirement for submission of the "Statement of Compliance" required by paragraph (a)(3)(ii)(B) of this section. (D) The falsification of any of the above certifications may subject the contractor or subcontractor to civil or criminal prosecution under section 1001 of title 18 and section 231 of title 31 of the United States Code. (iii) The contractor or subcontractor shall make the records required under paragraph (a)(3)(i) of this section available for inspection, copying, or transcription by authorized representatives of the Federal Transit Administration or the Department of Labor, and shall permit such representatives to interview employees during working hours on the job. If the contractor or subcontractor fails to submit the required records or to make them available, the Federal agency may, after written notice to the contractor, sponsor, applicant, or owner, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds. Furthermore, failure to submit the required records upon request or to make such records available may be grounds for debarment action pursuant to 29 CFR 5.12. (4) Apprentices and trainees — (i) Apprentices - Apprentices will be permitted to work at less than the predetermined rate for the work they performed when they are employed pursuant to and individually registered in a bona fide apprenticeship program registered with the U.S. Department of Labor, Employment and Training Administration, Bureau of Apprenticeship and Training, or with a State Apprenticeship Agency recognized by ,the Bureau, or if a person is employed in his or her first 90 days of probationary employment as an apprentice in such an apprenticeship program, who is not individually registered in the program, but who has been certified by the Bureau of 17 Apprenticeship and Training or a State Apprenticeship Agency (where appropriate) to be eligible for probationary employment as an apprentice. The allowable ratio of apprentices to journeymen on the job site in any craft classification shall not be greater than the ratio permitted to the contractor as to the entire work force under the registered program. Any worker listed on a payroll at an apprentice wage rate, who is not registered or otherwise employed as stated above, shall be paid not less than the applicable wage rate on the wage determination for the classification of work actually performed. In addition, any apprentice performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. Where a contractor is performing construction on a project in a locality other than that in which its program is registered, the ratios and wage rates (expressed in percentages of the journeyman's hourly rate) specified in the contractor's or subcontractor's registered program shall be observed. Every apprentice must be paid at not less than the rate specified in the registered program for the apprentice's level of progress, expressed as a percentage of the journeymen hourly rate specified in the applicable wage determination. Apprentices shall be paid fringe benefits in accordance with the provisions of the apprenticeship program. If the apprenticeship program does not specify fringe benefits, apprentices must be paid the full amount of fringe benefits listed on the wage determination for the applicable classification. If the Administrator of the Wage and Hour Division of the U.S. Department of Labor determines that a different practice prevails for the applicable apprentice classification, fringes shall be paid in accordance with that determination. In the event the Bureau of Apprenticeship and Training, or a State Apprenticeship Agency recognized by the Bureau, withdraws approval of an apprenticeship program, the contractor will no longer be permitted to utilize apprentices at less than the applicable predetermined rate for the work performed until an acceptable program is approved. (ii) Trainees - Except as provided in 29 CFR 5.16, trainees will not be permitted to work at less than the predetermined rate for the work performed unless they are employed pursuant to and individually registered in a program which has received prior approval, evidenced by formal certification by the U.S. Department of Labor, Employment and Training Administration. The ratio of trainees to journeymen on the job site shall not be greater than permitted under the plan approved by the Employment and Training Administration. Every trainee must be paid at not less than the rate specified in the approved program for the trainee's level of progress, expressed as a percentage of the journeyman hourly rate specified in the applicable wage determination. Trainees shall be paid fringe benefits in accordance with the provisions of the trainee program. If the trainee program does not mention fringe benefits, trainees shall be paid the full amount of fringe benefits listed on the wage determination unless the Administrator of the Wage and Hour Division determines that there is an apprenticeship program associated with the corresponding journeyman wage rate on the wage determination which provides for less than full fringe benefits for apprentices. Any employee listed on the payroll at a trainee rate who is not registered and participating in a training plan approved by the Employment and Training Administration shall be paid not less than the applicable wage rate on the wage determination for the classification of work actually performed. In addition, any trainee performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. In the event the Employment and Training Administration withdraws approval of a m 8. Is there concrete under the existing asphalt? a. It is unknown if concrete exists under the asphalt in Mason Street. For the purpose of this bid assume concrete is not present. If it is encountered it will be addressed by change order. 9. Does BNSF require the contractor to provide flagger? a. No. Contractor shall coordinate with the City to schedule railroad flagging operations when applicable. Contractor shall consolidate work that necessitates BNSF flaggers to the maximum extent feasible. 10. Will the installation of fiber be required on this job? a. No, it will be provided under separate contract. 11. What kind of coupler from HDPE to 90s is required? a. Couplers between the HDPE and the GRC 90 degree sweeps are not required if the HDPE can be angled into the vaults, provided the bend of the HDPE is not less than 10 times the inside diameter of the conduit. 12.Are GRC 90 degree sweeps required per General Note #5 on page EC03? a. GRC 90 degree sweeps are not required if the HDPE can be angled into the vaults provided the bend of the HDPE is not less than 10 times the inside diameter of the conduit. 13. Can HDPE be angled into vaults instead of using 90s or 45s? a. HDPE can be angled into the vaults instead of using fabricated sweep 90s or sweep 45s as long as the bend of the HDPE is not less than 10 times the inside diameter of the conduit. 14.Are casings required under the railroad? a. No. As bore size increases, increase the depth of the bore beneath the railroad tracks. Coordinate depth to size of bore with BNSF on site representative. 15.Are the locate pedestals to be located in the vaults or adjacent to the vaults? a. The locate pedestals shall be located adjacent to the BRT Comm vaults only. BNSF and Traffic vaults do not require locate pedestals. 16. Need clarification of "Guideway" per General Note #7 on page EC03 which states "All vaults in the guideway shall be precast concrete and rated for heavy vehicular traffic." a. Guideway refers to the Street. Addendum 1 — 7263 Downtown Conduit Backbone and Laterals Page 3 of 8 training program, the contractor will no longer be permitted to utilize trainees at less than the applicable predetermined rate for the work performed until an acceptable program is approved. (iii) Equal employment opportunity - The utilization of apprentices, trainees and journeymen under this part shall be in conformity with the equal employment opportunity requirements of Executive Order 11246, as amended, and 29 CFR part 30. (5) Compliance with Copeland Act requirements - The contractor shall comply with the requirements of 29 CFR part 3, which are incorporated by reference in this contract. (6) Subcontracts - The contractor or subcontractor shall insert in any subcontracts the clauses contained in 29 CFR 5.5(a)(1) through (10) and such other clauses as the Federal Transit Administration may by appropriate instructions require, and also a clause requiring the subcontractors to include these clauses in any lower tier subcontracts. The prime contractor shall be responsible for the compliance by any subcontractor or lower tier subcontractor with all the contract clauses in 29 CFR 5.5 (7) Contract termination: debarment - A breach of the contract clauses in 29 CFR 5.5 may be grounds for termination of the contract, and for debarment as a contractor and a subcontractor as provided in 29 CFR 5.12. (8) Compliance with Davis -Bacon and Related Act requirements - All rulings and interpretations of the Davis -Bacon and Related Acts contained in 29 CFR parts 1, 3, and 5 are herein incorporated by reference in this contract. (9) Disputes concerning labor standards - Disputes arising out of the labor standards provisions of this contract shall not be subject to the general disputes clause of this contract. Such disputes shall be resolved in accordance with the procedures of the Department of Labor set forth in 29 CFR parts 5, 6, and 7. Disputes within the meaning of this clause include disputes between the contractor (or any of its subcontractors) and the contracting agency, the U.S. Department of Labor, or the employees or their representatives. (10) Certification of eligibility — (i) By entering into this contract, the contractor certifies that neither it (nor he or she) nor any person or firm who has an interest in the contractor's firm is a person or firm ineligible to be awarded Government contracts by virtue of section 3(a) of the Davis - Bacon Act or 29 CFR 5.12(a)(1). (ii) No part of this contract shall be subcontracted to any person or firm ineligible for award of a Government contract by virtue of section 3(a) of the Davis -Bacon Act or 29 CFR 5.12(a)(1). (iii) The penalty for making false statements is prescribed in the U.S. Criminal Code, 18 U.S.C. 1001. 17. CONTRACT WORK HOURS AND SAFETY STANDARDS ACT 19 Background and Application The Contract Work Hours and Safety Standards Act is codified at 40 USC 3701, et seq. The Act applies to grantee contracts and subcontracts "financed at least in part by loans or grants from ... the [Federal] Government." 40 USC 3701(b)(1)(13)(iii) and (b)(2), 29 CFR 5.2(h), 49 CFR 18.36(i)(6). Although the original Act required its application in any construction contract over $2,000 or non -construction contract to which the Act applied over $2,500 (and language to that effect is still found in 49 CFR 18.36(i)(6)), the Act no longer applies to any "contract in an amount that is not greater than $100,000." 40 USC 3701(b)(3) (A)(iii). The Act applies to construction contracts and, in very limited circumstances, non -construction projects that employ "laborers or mechanics on a public work." These non -construction applications do not generally apply to transit procurements because transit procurements (to include rail cars and buses) are deemed "commercial items." 40 USC 3707, 41 USC 403 (12). A grantee that contemplates entering into a contract to procure a developmental or unique item should consult counsel to determine if the Act applies to that procurement and that additional language required by 29 CFR 5.5(c) must be added to the basic clause below. The clause language is drawn directly from 29 CFR 5.5(b) and any deviation from the model clause below should be coordinated with counsel to ensure the Act's requirements are satisfied. Clause Language Contract Work Hours and Safety Standards (1) Overtime requirements - No contractor or subcontractor contracting for any part of the contract work which may require or involve the employment of laborers or mechanics shall require or permit any such laborer or mechanic in any workweek in which he or she is employed on such work to work in excess of forty hours in such workweek unless such laborer or mechanic receives compensation at a rate not less than one and one-half times the basic rate of pay for all hours worked in excess of forty hours in such workweek. (2) Violation; liability for unpaid wages; liquidated damages - In the event of any violation of the clause set forth in paragraph (1) of this section the contractor and any subcontractor responsible therefor shall be liable for the unpaid wages. In addition, such contractor and subcontractor shall be liable to the United States for liquidated damages. Such liquidated damages shall be computed with respect to each individual laborer or mechanic, including watchmen and guards, employed in violation of the clause set forth in paragraph (1) of this section, in the sum of $10 for each calendar day on which such individual was required or permitted to work in excess of the standard workweek of forty hours without payment of the overtime wages required by the clause set forth in paragraph (1) of this section. (3) Withholding for unpaid wages and liquidated damages - The (write in the name of the grantee) shall upon its own action or upon written request of an authorized representative of the Department of Labor withhold or cause to be withheld, from any moneys payable on account of work performed by the contractor or subcontractor under any such contract or any other Federal contract with the same prime contractor, or any other federally -assisted contract subject to the Contract Work Hours and Safety Standards Act, which is held by the same prime contractor, such sums as may be determined to be necessary to satisfy any liabilities of such contractor or subcontractor for unpaid wages and liquidated damages as provided in the clause set forth in paragraph (2) of this section. (4) Subcontracts - The contractor or subcontractor shall insert in any subcontracts the clauses 20 set forth in paragraphs (1) through (4) of this section and also a clause requiring the subcontractors to include these clauses in any lower tier subcontracts. The prime contractor shall be responsible for compliance by any subcontractor or lower tier subcontractor with the clauses set forth in paragraphs (1) through (4) of this section. 18. BONDING REQUIREMENTS Applicability to Contracts For those construction or facility improvement contracts or subcontracts exceeding $100,000, FTA may accept the bonding policy and requirements of the recipient, provided that they meet the minimum requirements for construction contracts as follows: (a) A bid guarantee from each bidder equivalent to five (5) percent of the bid price. The "bid guarantees" shall consist of a firm commitment such as a bid bond, certifies check, or other negotiable instrument accompanying a bid as assurance that the bidder will, upon acceptance of his bid, execute such contractual documents as may be required within the time specified. (b) A performance bond on the part to the Contractor for 100 percent of the contract price. A "performance bond" is one executed in connection with a contract to secure fulfillment of all the contractor's obligations under such contract. (c) A payment bond on the part of the contractor for 100 percent of the contract price. A "payment bond" is one executed in connection with a contract to assure payment, as required by law, of all persons supplying labor and material in the execution of the work provided for in the contract. Payment bond amounts required from Contractors are as follows: 1. 50% of the contract price if the contract price is not more than $1 million; 2. 40% of the contract price if the contract price is more than $1 million but not more than $5 million; or 3. $2.5 million if the contract price is more than $5 million. (d) A cash deposit, certified check or other negotiable instrument may be accepted by a grantee in lieu of performance and payment bonds, provided the grantee has established a procedure to assure that the interest of FTA is adequately protected. An irrevocable letter of credit would also satisfy the requirement for a bond. Flow Down Bonding requirements flow down to the first tier contractors. Model Clauses/Language FTA does not prescribe specific wording to be included in third party contracts. FTA has prepared sample clauses as follows: Bid Bond Requirements (Construction) 21 (a) Bid Security A Bid Bond must be issued by a fully qualified surety company acceptable to (Recipient) and listed as a company currently authorized under 31 CFR, Part 223 as possessing a Certificate of Authority as described thereunder. (b) Rights Reserved In submitting this Bid, it is understood and agreed by bidder that the right is reserved by (Recipient) to reject any and all bids, or part of any bid, and it is agreed that the Bid may not be withdrawn for a period of [ninety (90)] days subsequent to the opening of bids, without the written consent of (Recipient). It is also understood and agreed that if the undersigned bidder should withdraw any part or all of his bid within [ninety (90)] days after the bid opening without the written consent of (Recipient), shall refuse or be unable to enter into this Contract, as provided above, or refuse or be unable to furnish adequate and acceptable Performance Bonds and Labor and Material Payments Bonds, as provided above, or refuse or be unable to furnish adequate and acceptable insurance, as provided above, he shall forfeit his bid security to the extent of (Recipient's) damages occasioned by such withdrawal, or refusal, or inability to enter into an agreement, or provide adequate security therefor. It is further understood and agreed that to the extent the defaulting bidder's Bid Bond, Certified Check, Cashier's Check, Treasurer's Check, and/or Official Bank Check (excluding any income generated thereby which has been retained by (Recipient) as provided in [Item x "Bid Security" of the Instructions to Bidders]) shall prove inadequate to fully recompense (Recipient) for the damages occasioned by default, then the undersigned bidder agrees to indemnify (Recipient) and pay over to (Recipient) the difference between the bid security and (Recipient's) total damages, so as to make (Recipient) whole. The undersigned understands that any material alteration of any of the above or any of the material contained on this form, other than that requested, will render the bid unresponsive. Performance and Payment Bonding Requirements (Construction) The Contractor shall be required to obtain performance and payment bonds as follows: (a) Performance bonds 1. The penal amount of performance bonds shall be 100 percent of the original contract price, unless the (Recipient) determines that a lesser amount would be adequate for the protection of the (Recipient). 2. The (Recipient) may require additional performance bond protection when a contract price is increased. The increase in protection shall generally equal 100 percent of the increase in contract price. The (Recipient) may secure additional protection by directing the Contractor to increase the penal amount of the existing bond or to obtain an additional bond. (b) Payment bonds 22 1. The penal amount of the payment bonds shall equal: (i) Fifty percent of the contract price if the contract price is not more than $1 million. (ii) Forty percent of the contract price if the contract price is more than $1 million but not more than $5 million; or (iii) Two and one half million if the contract price is more than $5 million. 2. If the original contract price is $5 million or less, the (Recipient) may require additional protection as required by subparagraph 1 if the contract price is increased. Performance and Payment Bonding Requirements (Non -Construction) The Contractor may be required to obtain performance and payment bonds when necessary to protect the (Recipient's) interest. (a) The following situations may warrant a performance bond: 1. (Recipient) property or funds are to be provided to the contractor for use in performing the contract or as partial compensation (as in retention of salvaged material). 2. A contractor sells assets to or merges with another concern, and the (Recipient), after recognizing the latter concern as the successor in interest, desires assurance that it is financially capable. 3. Substantial progress payments are made before delivery of end items starts. 4. Contracts are for dismantling, demolition, or removal of improvements. (b) When it is determined that a performance bond is required, the Contractor shall be required to obtain performance bonds as follows: 1. The penal amount of performance bonds shall be 100 percent of the original contract price, unless the (Recipient) determines that a lesser amount would be adequate for the protection of the (Recipient). 2. The (Recipient) may require additional performance bond protection when a contract price is increased. The increase in protection shall generally equal 100 percent of the increase in contract price. The (Recipient) may secure additional protection by directing the Contractor to increase the penal amount of the existing bond or to obtain an additional bond. (c) A payment bond is required only when a performance bond is required, and if the use of payment bond is in the (Recipient's) interest. (d) When it is determined that a payment bond is required, the Contractor shall be required to obtain payment bonds as follows: 1. The penal amount of payment bonds shall equal: 23 (i) Fifty percent of the contract price if the contract price is not more than $1 million; (ii) Forty percent of the contract price if the contract price is more than $1 million but not more than $5 million; or (iii) Two and one half million if the contract price is increased. Advance Payment Bonding Requirements The Contractor may be required to obtain an advance payment bond if the contract contains an advance payment provision and a performance bond is not furnished. The (recipient) shall determine the amount of the advance payment bond necessary to protect the (Recipient). Patent Infringement Bonding Requirements (Patent Indemnity) The Contractor may be required to obtain a patent indemnity bond if a performance bond is not furnished and the financial responsibility of the Contractor is unknown or doubtful. The (recipient) shall determine the amount of the patent indemnity to protect the (Recipient). Warranty of the Work and Maintenance Bonds (a) The Contractor warrants to (Recipient), the Architect and/or Engineer that all materials and equipment furnished under this Contract will be of highest quality and new unless otherwise specified by (Recipient), free from faults and defects and in conformance with the Contract Documents. All work not so conforming to these standards shall be considered defective. If required by the [Project Manager], the Contractor shall furnish satisfactory evidence as to the kind and quality of materials and equipment. (b) The Work furnished must be of first quality and the workmanship must be the best obtainable in the various trades. The Work must be of safe, substantial and durable construction in all respects. The Contractor hereby guarantees the Work against defective materials or faulty workmanship for a minimum period of one (1) year after Final Payment by (Recipient) and shall replace or repair any defective materials or equipment or faulty workmanship during the period of the guarantee at no cost to (Recipient). As additional security for these guarantees, the Contractor shall, prior to the release of Final Payment [as provided in Item X below], furnish separate Maintenance (or Guarantee) Bonds in form acceptable to (Recipient) written by the same corporate surety that provides the Performance Bond and Labor and Material Payment Bond for this Contract. These bonds shall secure the Contractor's obligation to replace or repair defective materials and faulty workmanship for a minimum period of one (1) year after Final Payment and shall be written in an amount equal to ONE HUNDRED PERCENT (100%) of the CONTRACT SUM, as adjusted (if at all). 19. ENERGY CONSERVATION REQUIREMENTS Energy Conservation - The contractor agrees to comply with mandatory standards and 24 policies relating to energy efficiency which are contained in the state energy conservation plan issued in compliance with the Energy Policy and Conservation Act. 20. RECYCLED PRODUCTS Recovered Materials - The contractor agrees to comply with all the requirements of Section 6002 of the Resource Conservation and Recovery Act (RCRA), as amended (42 U.S.C. 6962), including but not limited to the regulatory provisions of 40 CFR Part 247, and Executive Order 12873, as they apply to the procurement of the items designated in Subpart B of 40 CFR Part 247. 21. ADA Access Accessibility. Facilities to be used in public transportation service must comply with 42 U.S.C. Sections 12101 et seq. and DOT regulations, "Transportation Services for Individuals with Disabilities (ADA)," 49 CFR Part 37; and Joint ATBCB/DOT regulations, "Americans with Disabilities (ADA) Accessibility Specifications for Transportation Vehicles," 36 CFR Part 1192 and 49 CFR Part 38. Notably, DOT incorporated by reference the ATBCB's "Americans with Disabilities Act Accessibility Guidelines' (ADAAG), revised July 2004, which include accessibility guidelines for buildings and facilities, and are incorporated into Appendix A to 49 CFR Part 37. DOT also added specific provisions to Appendix A modifying the ADAAG, with the result that buildings and facilities must comply with both the ADAAG and amendments thereto in Appendix A to 49 CFR Part 37. 25 DAVIS BAVIS BACON WAGE RATES GENERAL DECISION: CO2010001410108/2010 CO14 Date: October 8, 2010 General Decision Number: CO20100014 10/08/2010 Superseded General Decision Number: CO20080014 State: Colorado Construction Type: Highway Counties: Adams, Arapahoe, Boulder, Broomfield, Denver, Douglas, El Paso, Jefferson, Larimer, Mesa, Pueblo and Weld Counties in Colorado. HIGHWAY CONSTRUCTION PROJECTS Modification Number Publication Date 0 03/12/2010 1 05/07/2010 2 06/04/2010 3 08/06/2010 4 10/08/2010 ELEC0012-005 06/01/2009 I11jL*3XiIK9111►1CA Rate ELECTRICIAN (Excluding traffic signal installation) Electrical work where the total cost is $150,000 orless................................................................. Electrical work where the total cost is over $150, 000................................................... TRAFFIC SIGNALIZATION: Traffic Signal Installation Zone1.................................................................. $ Zone2................................................................. $ s Fringes $ 22.85 10.79 $ 27.00 10.91 23.83 13.75%+4.75 26.83 13.75%+4.75 TRAFFIC SIGNAL INSTALLER ZONE DEFINITIONS Zone 1 shall be a 35 mile radius, measured from the following addresses in each of the following cities: Colorado Springs - Nevada & Bijou Denver - Ellsworth Avenue & Broadway Ft. Collins - Prospect & College Grand Junction - 12th & North Avenue Pueblo - 1-25 & Highway 50 All work outside of these areas shall be paid Zone 2 rates. " ELEC0068-012 06/01/2010 ADAMS, ARAPAHOE, BOULDER, BROOMFIELD, DENVER, DOUGLAS, JEFFERSON, LARIMER AND WELD COUNTIES Rates Fringes ELECTRICIAN (Excluding traffic signal installation)..... $ 31.60 12.32 TRAFFIC SIGNALIZATION: Traffic Signal Installation Zone 1................................................................. $ 23.83 13.75%+4.75 Zone 2.............................................................. $ 26.83 13.75%+4.75 TRAFFIC SIGNAL INSTALLER ZONE DEFINITIONS Zone 1 shall be a 35 mile radius, measured from the following addresses in each of the following cities: Colorado Springs - Nevada & Bijou Denver - Ellsworth Avenue & Broadway Ft. Collins - Prospect & College Grand Junction - 12th & North Avenue Pueblo - 1-25 & Highway 50 All work outside of these areas shall be paid Zone 2 rates. ELEC0113-005 06/01/2009 EL PASO COUNTY Rates Fringes ELECTRICIAN.......................................................... $ 28.80 3%+13.10 TRAFFIC SIGNALIZATION: Traffic Signal Installation Zone 1................................................................. $ 23.83 13.75%+4.75 Zone 2................................................................. $ 26.83 13.75%+4.75 TRAFFIC SIGNAL INSTALLER ZONE DEFINITIONS Zone 1 shall be a 35 mile radius, measured from the following addresses in each of the following cities: Colorado Springs - Nevada & Bijou Denver - Ellsworth Avenue & Broadway Ft. Collins - Prospect & College Grand Junction - 12th & North Avenue Pueblo - 1-25 & Highway 50 All work outside of these areas shall be paid Zone 2 rates. ELEC0969-005 06/01/2009 IuL��LK�1�1►��'/ Rate s Fringes ELECTRICIAN (Excluding traffic signal installation)..... $ 20.31 8.92 TRAFFIC SIGNALIZATION: Traffic Signal Installation Zone 1................................................................. $ 23.83 13.75%+4.75 Zone 2................................................................. $ 26.83 13.75%+4.75 TRAFFIC SIGNAL INSTALLER ZONE DEFINITIONS Zone 1 shall be a 35 mile radius, measured from the following addresses in each of the following cities: Colorado Springs - Nevada & Bijou Denver - Ellsworth Avenue & Broadway Ft. Collins - Prospect & College Grand Junction - 12th & North Avenue Pueblo - 1-25 & Highway 50 All work outside of these areas shall be paid Zone 2 rates. 17. Need detail/clarification of General Note #8 on page EC03 which states "All vaults located off of the BRT guideway shall be polymer concrete vaults with outer ledge to be set in concrete so slippage'does not occur." a. The requirement for the concrete vault's outer ledge to be set in concrete is not a requirement for this project. This note shall be eliminated. 18. Need clarification of General Note #11 on page EC03 which states "Repair all landscape, sidewalks, curbs and gutters, and streets disturbed or damaged as a result of excavation and directional boring, as per LCUASS or per Inspectors directions if to be temporarily repaired in advance of BRT final improvements." a. Existing facilities shall be replaced to City Standards and should be considered permanent. Existing substandard pedestrian ramps are the exception, and may be replaced without truncated domes in anticipation of future MAX BRT work. 19. Can excavations be fenced off or will the holes have to be covered up daily? a. Open excavations need to be fenced and protected daily, but do not need to be backfilled or plated daily. 20. Can BNSF conduit be combined in a common trench? a. Yes. The purpose of this project is to minimize cost by combining boring efforts for Traffic, BNSF, and MAX BRT communications. 21. Need clarification of General Note #18 on page EC03 which states "Refer to MIS Infrastructure package for all fiber installation and splicing information performed under separate contract." a. This note shall be eliminated. 22. Need clarification of General Note #22 on page EC03 which states "Costs for these repairs shall not be paid for separately, but shall be included in the work." a. This note shall be eliminated. 23. Can the 2" deviation of directional bore elevation be relaxed? a. The 2 inch maximum variation from vertical elevation in Section 33 05 23.13 is a tolerance if no obstructions are encountered. If an obstruction is encountered during the drilling process, the vertical elevation may be changed and documented on the as -built drawings to clear the obstruction provided that the requirement for depths below the streets and railroad are maintained. 24. What happens when placing a vault or conduit and encounter a tree root? a. Contractor shall immediately notify the on -site Inspector and coordinate with the City Forester to resolve conflicts with trees and tree roots. Addendum 1 — 7263 Downtown Conduit Backbone and Laterals Page 4 of 8 ENG10009-002 05/01/2010 Rate s Fringes Power equipment operators: Asphalt Screed .................................................... $ 23.67 9.22 Bituminous or Asphalt Spread er/Layd own Machine $ 23.67 9.22 Bulldozer............................................................. $ 23.67 9.22 Crane: 50 tons and under ................................... $ 23.82 9.22 Crane: 51 to 90 tons ............................................ $ 23.97 9.22 Crane: 91 to 140 tons ......................................... $ 24.12 9.22 Crane: 141 tons and over .................................... $ 24.88 9.22 Drill Operator: William MF/Watson 2500 only...... $ 23.97 9.22 Grader/Blade: Finish ............................................ $ 23.97 9.22 Grader/Blade: Rough .......................................... $ 23.67 9.22 Loader: Barber Green, etc. & Up to and including 6 cubic yards......................................................... $ 23.67 9.22 Loader: Mechanic/Welder (heavy duty) ................ $ 23.97 9.22 Loader: Over 6 cubic yards ............................. $ 23.82 9.22 Mechanic and/or Welder (Includes heavy duty & combination mechanic and welder): .................... $ 26.12 9.22 Oiler..................................................................... $ 22.97 9.22 Power Broom: 70 HP and over ....................... $ 23.67 9.22 Power Broom: Under 70 HP ................................ $ 22.97 9.22 Roller (excluding dirt & soil compaction): Self- propelled, all types over 5 tons ............................ $ 23.67 9.22 Roller (excluding dirt & soil compaction): Self- propelled, rubber tires under 5 tons .................... $ 23.32 9.22 Scraper: Single bowl including pups 40 cubic yards and tandem bowls and over ...................... $ 23.97 9.22 Scraper: Single bowl under 40 cubic yards........ $ 23.82 9.22 Trackhoe............................................................. $ 23.82 9.22 LABO0086-002 05/01 /2009 Rate s Fringes Laborers: Asphalt Laborer/Raker, Common Laborer & Concrete Laborer/Mason Tender ......................... $ 18.68 6.78 S U CO2001-003 12/20/2001 Rate s Fringes BRICKLAYER........................................................... $ 15.55 2.85 Carpenters: Form Work (Excluding Curbs & Gutters) .............. $ 16.54 3.90 All Other Work ..................................................... $ 16.61 3.88 Concrete Finisher/Cement Mason ............................ $ 16.05 3.00 Ironworkers: Bridge Rail (Excludes Guardrail) ........................ $ 18.22 6.01 Reinforcing.......................................................... $ 16.69 5.45 Laborers: Fence Erector (Includes fencing on bridges)....... $ 13.02 3.20 Form Work (Curbs & Gutters only) ..................... $ 11.85 3.45 Guardrail Erector (Excludes bridgerail)............... $ 12.89 3.20 Landscape and Irrigation Laborer ....................... $ 12.26 3.16 Pipelayer............................................................. $ 13.55 2.41 Striping Laborer (Pre -form layout and removal of pavement markings) ............................................ $ 12.62 3.21 Traffic and Sign Laborer (Sets up barricades and cones, and installs permanent signs) ................. $ 12.43 3.22 Traffic Director/Flagger........................................ $ 9.55 3.05 Painters: Brush................................................................... $ 16.94 2.10 Spray................................................................... $ 16.99 2.87 Power equipment operators: Backhoes............................................................. $ 16.54 4.24 Bobcat/Skid Loader ............................................. $ 15.37 4.28 Compactor - Dirt & Soil Only ................................ $ 16.70 3.30 Concrete Pump Operator .................................... $ 16.52 4.30 Drill Operator: All except William MF/ Watson 2500 $ 16.74 2.66 Forklift................................................................... $ 15.91 4.09 Post Driver/Punch Machine ................................. $ 16.07 4.41 Rotomill Operator ................................................ $ 16.22 4.41 Tractor................................................................. $ 13.13 2.95 TRAFFIC SIGNALIZATION: Traffic Signal Installation Groundman Class C.......... $ 11.44 3.25 Truck drivers Floats -Semi Truck ............................................... $ 14.86 3.08 Multipurpose Truck -Specialty & Hoisting............ $ 14.35 3.49 Pickup Truck (Includes Pilot and Sign/Barricade Truck).................................................................. $ 13.93 3.68 Single Axle Truck ................................................ $ 14.24 3.77 Truck Mechanic ................................................... $ 16.91 3.01 1��_1►�i[i�c��iZ�y3i��(i�iI�Z�7 Rate s Fringes Truck drivers: Distributor Truck .................................................. $ 15.80 5.27 Dump Truck: Over 14 cubic yards to and including 29 cubic yards ...................................... $ 15.27 5.27 Dump Truck: Over 29 cubic yards to and including 79 cubic yards ...................................... $ 15.80 5.27 Dump Truck: Over 79 cubic Yards ....................... $ 16.45 5.27 Dump Truck: To and including 6 cubic yards & over 6 cubic yards to and including 14 cubic yards; Water Truck.......................................................... $ 14.93 5.27 Low Boy Truck ...................................................... $ 17.25 5.27 WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental. Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)). In the listing above, the "SU" designation means that rates listed under the identifier do not reflect collectively bargained wage and fringe benefit rates. Other designations indicate unions whose rates have been determined to be prevailing. WAGE DETERMINATION APPEALS PROCESS 1.) Has there been an initial decision in the matter? This can be: • an existing published wage determination • a survey underlying a wage determination • a Wage and Hour Division letter setting forth a position on a wage determination matter * a conformance (additional classification and rate) ruling On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis -Bacon survey program. If the response from this initial contact is not Satisfactory, then the process described in 2.) and 3.) should be followed. With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to: Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to: Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 The request should be accompanied by a full statement of the interested parry's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue. 3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to: Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 4.) All decisions by the Administrative Review Board are final. END OF GENERAL DECISION SECTION 00900 ADDENDA, MODIFICATIONS AND PAYMENT 00950 Contract Change Order 00960 Application for Payment SECTION 00950 CHANGE ORDER NO. PROJECT TITLE: Downtown Conduit Backbone and Laterals CONTRACTOR: PROJECT NUMBER: 7263 DESCRIPTION: 1. Reason for change: 2. Description of Change: 3. Change in Contract Cost: 4. Change in Contract Time: ORIGINAL CONTRACT COST $ .00 TOTAL APPROVED CHANGE ORDER 0.00 TOTAL PENDING CHANGE ORDER 0.00 TOTAL THIS CHANGE ORDER 0.00 TOTAL % OF THIS CHANGE ORDER TOTAL C.O.% OF ORIGNINAL CONTRACT ADJUSTED CONTRACT COST $ 0.00 (Assuming all change orders approved) ACCEPTED BY: Contractor's Representative ACCEPTED BY: Project Manager REVIEWED BY: Title: APPROVED BY: Title: APPROVED BY: cc: City Clerk Contractor Project File Architect Engineer Purchasing DATE: DATE: DATE: DATE: DATE: NUMBER 1 2 3 ��f 11IM:11i APPLICATION FOR PAYMENT PAGE 1 OF 4 OWNER: City of Fort Collins PROJECT: APPLICATION NUMBER: APPLICATION DATE: PERIOD BEGINNING: ENGINEER: CONTRACTOR: PERIOD ENDING: CHANGE ORDERS DATE Net Change by Change Order Application is made for Payment as shown below in connection with Contract The present status of the account for this Contract is as AMOUNT follows: Original Contract Amount: Net Change by Change Order: Current contract Amount: $0.00 Total Completed and Stored to Date: Less Previous Applications: Amount Due this Application - Before Retainage: $0.00 Less Retainage: $0.00 AMOUNT DUE THIS APPLICATION: $0.00 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. 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. Date: By. I CONTRACT AMOUNTS APPLICATION FOR 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 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 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 Facilities may need to be relocated in the field and this decision is expected to be made by the City Inspector in less than one day. 25. Where is the 975' of trench? a. This length refers to the various hand trenches that will need to be made to get conduit to the vaults from the bore pits. 26. Is there a color code for the conduits? a. Colored conduit is not required. Conduits shall be labeled per the plans (i.e. "TO TV08") and markers shall be color coordinated as follows: BNSF — Blue; BRT — Green; CSU — Gold, Traffic - Orange 27. Can we temporarily close corners? a. Yes, however pedestrian detours and business access must be provided. This may require the construction of temporary pedestrian access ramps. 28. How long after bids are submitted to contract award? a. The City expects to award the bid within 2-3 days of the bid opening. Signatures and bonding typically take an additional 2-3 weeks. It is expected that construction would start on or before September 1, 2011. 29. Can the completion date of October 31, 2011 be extended? a. No. Contractors are expected to complete the work in the given timeframe. 30. Will Fort Collins enforce the $1000/day liquidated damages? a. Yes. See Revision of Section 108 Prosecution and Progress. The City may retain additional contractors to complete the work and retain any costs incurred above and beyond the bid prices of the Contractor in lieu of liquidated damages. 31. Substantial Completion is October 31, 2011. When is Final Completion? a. 30 calendar days after Substantial Completion. 32.Are there restrictions on how much work the prime contractor must do? a. Yes, Contractor shall perform not less than 20% of the Work with its own forces (that is without subcontracting) per Section 6.8.1 of the EJCDC General Conditions. 33. How many intersections can the contractors work on at a time? a. Multiple intersections can be under construction at the same time as long as reasonable pedestrian access is provided. In general, pedestrians should not be detoured more than one square block. Contractor should consider working in alternating intersections, or alternating sides of Addendum 1 — 7263 Downtown Conduit Backbone and Laterals Page 5 of 8 STORED MATERIALS SUMMARY On Hand Item Invoice Previous Number Number Description Application Received This Period PAGE 4 OF 4 Installed On Hand This This Period 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 TOTALS $0.00 $0.00 $0.00 $0.00 2011 MAX 13RT DOWNTOWN CONDUIT BACKBONE AND LATERALS 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 excavation, installation, backfill, traffic control and surface restoration of multiple conduit duct bank in downtown Fort Collins related to the two-way conversion of Mason Street and the MAX Bus Rapid Transit Project. In addition to the City conduit system, conduits and vaults are being included for the Burlington Northern Santa Fe Railroad (BNSF). The conduit duct bank shall consist of a combination of joint trench and directional boring along Mason Street with multiple crossings of City intersections and the BNSF Railroad at and between the intersections of Laurel, Myrtle, Mulberry, Magnolia, Olive, Oak, Mountain, Laporte, and Maple. Elements include 2 inch, 3 inch, and 4 inch PVC conduit; 2 inch, 3 inch, and 4 inch HDPE conduit; conduit bends, fittings, vaults and handholes; trenching, flow filling of trenches and bores under streets and railways; sidewalks and other hardscapes and landscapes; direction boring; and all miscellaneous materials required to complete the work, including all labor, materials, equipment, and traffic control. Federal requirements and Davis -Bacon wages apply. Specific locations are described in the plans "Downtown Conversion" and in Section 3500, Project Map. Quantities are listed in the bid schedule. Work shall be complete by October 1, 2011. B. Protection and Restoration. 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 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. Erika Keeton and/or Tracy Dyer will be the Program Manager/Project Manager. Erika Keeton 970-221-6521 / 970-222-0787 Tracy Dyer 970-416-2011 / 970-222-0855 F. Names and telephone numbers of affected agencies and utilities in the area are listed below for Contractor's convenience. General Requirements - Page I of 17 SECTION 01010 SUMMARY OF WORK UTILITIES Water: City of Fort Collins, Colorado 221-6700, Meter Shop 221-6759 Storm Sewer: City of Fort Collins, Colorado 221-6700 Sanitary Sewer: City of Fort Collins, Colorado 221-6700 Electrical: City of Fort Collins, Colorado 221-6700 Gas: Xcel Energy Emergency 1-800-895-2999 Local Contact: Pat Kreager 970.566.4416 Telephone: UNCC / 1-800-922-1987 Local Contact: Debbie Kautz 970.689.0635 Traffic Operations: City of Ft. Collins, Colorado 221-6630 Cable Television: Comcast 493-7400 Utility Notification Center of Colorado (UNCC) - 811 1-800-922-1987 AGENCIES Safety: Occupational Safety and Health Administration (OSHA): 844-3061 Fire: Poudre Fire Authority Non -Emergency: 221-6581 Emergency: 911 Police: City of Fort Collins Police Department Non -Emergency: 221-6540 Emergency: 911 Postmaster: US Postal Service: 225-4111 Transportation: Transfort: 221-6620 Traffic Engineering: 221-6630 END OF SECTION Larimer County Sheriffs Department: Non -Emergency: 221-7177 Ambulance: Poudre Valley Hospital Non -Emergency: 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. B. Conform to the requirements of public utilities and concerned public agencies in respect to the timing and manner of performance of operations which affect the service of such utilities, agencies, or public safety. C. Coordinate operations under contract with utility work to allow for efficient completion of the Work. D. Coordinate all operations with the adjoining property owners, business owners, and surrounding neighborhoods to provide satisfactory access at all times and keep them informed at all times. 1.2 CONFERENCES A. A Pre -construction Conference will be held prior to the start of construction. 1. Contractor shall participate in the conference accompanied by all major Subcontractors, 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 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 SECTION 01040 COORDINATION 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 Project Representative and Contractor shall agree to weekly quantities at the progress meetings. The weekly quantity sheets shall be signed by both parties. These quantity sheets, when signed, shall be final and shall be the basis for the monthly progress estimates. This process ensures accurate monthly project pay estimates. END OF SECTION General Requirements - Page 4 of 17 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 SECTION 01310 CONSTRUCTION SCHEDULES 1.5 OWNER'S RESPONSIBILITY A. Owners 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. F. 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 0 13 10, Construction Schedules. Submittals received by Engineer prior to the time set forth in the approved schedule will be reviewed at any time convenient to Engineer before the time required by the schedule. C. Any need for more than one re -submission, or any other delay in obtaining Engineer's review of submittals, will not entitle Contractor to extension of the Contract Time unless delay of the Work is directly caused by failure of Engineer to return any scheduled submittal within 10 days after receipt in his office of all information required for review of the submittals or for any other reason which prevents Engineer's timely review. Failure of Contractor to coordinate submittals that must be reviewed together will not entitle Contractor to an extension of Contract Time or an increase in Contract Price. D. Resubmit for review a correct submittal if errors are discovered during manufacture or fabrication. E. 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 intersections to accomplish this. Potholing or other moving operations are typically not restricted. 34. Can work be completed on the weekend? a. Work on the weekends must be approved by the Engineer at least 48 hours in advance and will be considered on a case by case basis. Some limitations may also apply on weekends due to scheduled special events in the Downtown area. In general, work should be scheduled Monday through Friday, 7:00 am to 6:00 pm. 35. What are the noise restrictions? a. See Section 20-25 of the Municipal Code. In general, construction noise is only restricted from 8:00 pm to 7:00 am. 36. How should the conduit be terminated at the new bus platform locations? a. Pedestrian Rated irrigation vaults or locator balls should be used. 37. Do subcontractors need to be bonded for this project? a. No, only the General Contractor needs to be bonded. 38. Does the contractor need to stamp the plans by a Professional Engineer? a. No, stamped plans will be provided by the designer prior to construction. 39. What is the Davis Bacon labor wage to be used for LABORERS on this project? a. General laborers should be paid under the Pipelayer wage. 40. What is the project budget? a. $600,000 - $900,000 41. What is required for as-builts? a. Items to be included on the as -built drawings shall consist of recording the actual horizontal location and vertical elevations of conduits; identification and description of unexpected subsoil conditions or discovery of uncharted utilities; record of actual depth at 25 foot intervals; depth and location of abandoned bores; and record depth and location of drill bits and drill stems not removed from bore. 42.Are additional permits needed from the BNSF Railroad? a. No. All on -site employees are required to have the appropriate safety certifications. See: railroadcourses.com Addendum 1 — 7263 Downtown Conduit Backbone and Laterals Page 6 of 8 SECTION 01340 SHOP DRAWINGS 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 V? x I 1 ". 3. Clearly mark each copy to identify pertinent products and models. 4. Individually annotate standard drawings which are fumished, 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. General Requirements - Page 9 of 17 SECTION 01340 SHOP 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. It. Contractor's stamp, initialed or signed, certifying to review of submittal, verification of products, field measurements and Feld 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. 1. Include additional drawings that may be required to show essential details of any changes proposed by Contractor along with required wiring and piping layouts. END OF SECTION General Requirements - Page 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: 1. All performance and field testing specifically called for by the specifications. 2. All retesting for Work or materials found defective or unsatisfactory, including tests covered under 1.2 above. 3. All minimum call out charges or stand by time charges from the tester due to the Contractor's failure to pave, pour, or fill on schedule for any reason except by action of the Engineer. B. Contractor shall notify the Project Representative 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 SECTION 01410 TESTING 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 01560 TEMPORARY CONTROLS 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 MUTCD 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 General 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 Project Representative 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 SPECIAL PROVISIONS The Colorado Division of Transportation "Standard Specifications for Road and Bridge Construction", 2011, 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. 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 208 Erosion Control and Inlet Protection 212 Seeding, Fertilizer, and Sodding 608 & 609 Asphalt and Concrete Surface Restoration 630 Construction Zone Traffic Control 660 Downtown Conduit Backbone and Laterals 27 05 43 Underground Ducts and Raceways for Communication Systems 31 23 16.13 Trenching 31 23 23 Controlled Low Strength Material 3305 23.13 Utility Horizontal Directional Boring 43. What method was used to calculate the 11,744 LF of directional boring? a. This number is the length of boring, regardless of the number of conduits in each bore. 44.Additional insurance is required and is available from BNSF. Due to the proximity of the project to the BNSF railroad tracks, this may be in excess of standard City insurance requirements. • Commercial General Liability Insurance: Contractual liability with a combined single limit of a minimum of $5,000,000 each occurrence and an aggregate limit of at least $10,000,000. • Business Automobile Insurance: Combined single limit of at least $1,000,000 per occurrence. • Workers Compensation and Employers Liability Insurance: Employers' Liability with limits of at least $500,000 each accident, $500,000 by disease policy limit, $500,000 by disease each employee. • Railroad Protective Liability Insurance: Coverage of at least $5,000,000 per occurrence and $10,000,000 in the aggregate. Addendum 1 — 7263 Downtown Conduit Backbone and Laterals Page 7 of 8 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 street(s) to be closed to parking and/or traffic, the street(s) 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. 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. The "NO PARKING" signs shall be in effect for one or two days only. 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. 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 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 Special Provisions - Page 2 of 48 NO PARKING Wed Jul 7 7mmOO AM m 60000 PM PATCHING END OF SECTION Project Specifications - Page 3 of 48 REVISION OF SECTION 105 CONTROL OF WORK Section 105 of the Standard Specifications is hereby revised as follows: COOPERATION BETWEEN CONTRACTORS Subsection 105.11 shall include the following: City Utilities, Streets, Traffic, BNSF 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. 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 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. END OF SECTION Project Specifications - Page 4 of 48 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. If the landscaped 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. 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 turf 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. Sprinkler systems damaged as a result of construction operations shall be replaced at the Contractor's expense, within three (3) working days from the date of damage. All landscaping that is disturbed due to construction operations shall be replaced by the Contractor at his expense. 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 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. END OF SECTION Project Special Provisions - Page 5 of 48 REVISION OF SECTION 108 PROSECUTION AND PROGRESS Section 108 of the Standard Specifications is hereby revised as follows: SCHEDULE Subsection 108.03 shall include the following: A schedule of work must accompany any bid, and shall include number of working days per area to complete all unit work items covered by the contract. 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 s 1,"� P h n 2 a �Mr'.i iriu iir�Ykz zj r -4 a�. S yR M N.�'rkk 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. All Work is to be completed prior to October 31, 2011 and during the months of August, September and October. 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 prior to October 31, 2011, shall result in damages assessed against the Contractor. At the City's option, liquidated damages in the amount of $1,000.00 per day may be retained from any monies due the Contractor, or the City may retain an additional contractor(s) to complete the work, or portion thereof, and retain any costs incurred above and beyond the bid prices of the Contractor from any monies due the Contractor in lieu of liquidated damages. END OF SECTION Project Special Provisions - Page 6 of 48 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. END OF SECTION Project Special Provisions - Page 7 of 48 REVISION OF SECTION 208 EROSION CONTROL AND INLET PROTECTION Section 208 of the Standard Specifications is hereby revised as follows: DESCRIPTION Subsection 208 shall be revised as follows: This work shall consist of constructing, installing, maintaining, and removing when required, erosion control measures during the life of the Contract and at a minimum at all inlets to prevent or minimize erosion, sedimentation, and pollution of any state waters. Work shall be in accordance with the Colorado Department of Transportation Standard Specifications for Road and Bridge Construction (latest edition), The City of Fort Collins Urban Drainage and Flood Control District Urban Drainage Criteria Manual, and the City of Fort Collins Environmental Standard Operating Procedures. Any loss of time or materials related to erosion shall be the sole responsibility of the Contractor. Any damage to surrounding properties or facilities (either on site or offsite) related to erosion caused by construction ofthis project, will be the sole responsibility of the Contractor MATERIALS Subsection 208.02 shall be revised as follows: Contractor will submit the type of material to be used for erosion control measures prior to beginning the work. Straw wattles shall not be allowed. CONSTRUCTION REQUIREMENTS All erosion control measures must be installed prior to starting work It shall be the responsibility of the contractor to ensure that all roadways near the project are kept clean of construction debris. Inlet filters All storm drainage system inlets shall be filtered unless better treatment is available before water is discharged into streams or onto adjacent properties. These methods are applicable to existing and proposed drain systems that will be operational before the drainage basin is stabilized. Drop Inlets Drop inlets in unpaved areas shall be filtered with straw bales anchored with wooden stakes as shown in. Drop Inlets in paved areas shall have gravel filters. Materials other than straw bales must be demonstrated to provide the same level of treatment before acceptance by Fort Collins. Straw bales shall be placed in a single row tightly butted end -to -end or overlapped and staked. The bales shall be installed to a minimum depth of four inches. After bales are installed and staked, loose straw will be wedged between bales and soil shall be backfilled three inches against the filter. Curb -opening Inlets Curb -opening Inlets shall be filtered with a combination of concrete blocks, 1/2 — inch wire screen and coarse gravel (3/4 — inch) or as Approved by the City Representative. Project Special Provisions - Page 8 of 48 REVISION OF SECTION 208 EROSION CONTROL AND INLET PROTECTION Maintenance The contractor shall continuously maintain all erosion and sediment control features so that they function properly during site construction. All inlet filters shall be inspected and repairs made after each runoff event. Sediments shall be removed when one half the design depth has been filled. Removed sediments shall be deposited in an area tributary to a sediment basin. Sediments shall be removed immediately from the traveled way of roads and streets. BASIS OF PAYMENT Subsection 208.12 is revised to include the following: All labor, materials, tools, equipment, incidentals, and work involved in erosion control and inlet protection shall be considered incidental to the work being done and shall not be measured and paid for separately. END OF SECTION Project Specifications - Page 9 of 48 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. See "Protection and Restoration of Property" found herein. MATERIALS Subsection 212.02 is revised to include the following: Topsoil Topsoil shall conform to the requirements of "Protection and Restoration of Property" found herein. Sod Bluegrass sod shall be nursery grown, 99% Kentucky Blue Grass and 99% weed free. Other sod type may be used only if approved in writing by the Engineer. The 1% allowable weeds shall not include any undesirable perennial or annual grasses or plants. Soil thickness of sod cuts shall not be less than 3/4 inch nor more than one inch. Sod shall be cut in uniform strips with minimum dimensions of 12 inches in width and 48 inches in length. The Contractor shall submit a sample of the sod he proposes to furnish. 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'h inch in diameter shall be removed. Any objectionable depressions or other variances from a smooth grade shall be corrected. Topsoil Placement: Topsoil shall be placed and compacted with a minimum depth of four (4) inches. The amount of compaction required shall be as directed by the Engineer. Sod Placement: The minimum width for sod shall be one (1) foot. The area to be sodded shall be smooth. The sod shall be laid by staggering joints with all edges touching. On any slopes, the sod shall run approximately parallel to the slope contours. The Contractor shall water the sod once and notify the property owner in writing of the nature of the work that has taken place and that the sod will only be watered once. BASIS OF PAYMENT Subsection 212.08 is revised to include the following: All labor, materials, tools, equipment, incidentals, and work involved in seeding, fertilizer and sodding shall be considered incidental to the work being done and shall not be measured and paid for separately. END OF SECTION Project Special Provisions - Page 10 of 48 REVISION OF SECTION 608 AND 609 ASPHALT AND CONCRETE SURFACE RESTORATION Sections 608 and 609 of the Standard Specifications are modified as follows: DESCRIPTION This work consists of the restoration of the surface disturbed by construction activities, and includes construction of asphalt patching, 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 "High Early" concrete shall be used for all concrete repair locations. "High Early" concrete shall have a specified compressive strength of4000 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 10.5.2, Rigid Pavement Design, and Section 22.5.6, Portland Cement Concrete Pavement, of the Latimer County Urban Area Street Standards (LCUASS). CONSTRUCTION REQUIREMENTS The finished exposed surface and edging of the asphalt or concrete will match as closely as possible the surface treatment of the surrounding existing asphalt or concrete. Repairs shall be made per Chapter 25, Reconstruction and Repair, of the Latimer County Urban Area Street Standards. BASIS OF PAYMENT All labor, materials, tools, equipment, incidentals, and work involved in asphalt or concrete surface restoration shall be considered incidental to the work being done and shall not be measured and paid for separately. END OF SECTION Project Special Provisions - Page l l of 48 EXHIBIT 1 — QUESTIONS & ANSWERS 1. If sweeps are used, do they have to be GRC? A. PVC coated GRC or fiberglass sweep bends were a requirement of City of Fort Collins Light and Power. Sweep bends will be required if the HDPE cannot maintain the 10 times inside diameter requirement for the minimum bend radius. The PVC coating of the GRC is to prevent deterioration of the steel that is in contact with the earth. Fiberglass sweeps would not require PVC coating. 2. If sweeps are used, what coupler should be used from sweep to HDPE? A. E-Loc couplings can be used to couple the HDPE conduit to PVC, fiberglass or GRC. Addendum 2 — 7263 Downtown Conduit Backbone and Laterals Page 1 of 11 EXHIBIT 2 — ADDITIONAL FEDERAL REQUIREMENTS 1. Add to Section 00800, Supplementary Conditions the following: SC-5.1 Performance, Payment and Other Bonds: Payment bond is changed to the correct percentage per #18, Bonding Requirements, found in the Federal Requirements titled "Federal Transit Administration". 2. Add the following Cargo Preference Requirements clause to the Federal Requirements titled "Federal Transit Administration". CARGO PREFERENCE REQUIREMENTS Cargo Preference - Use of United States -Flag Vessels - The contractor agrees: a. to use privately owned United States -Flag commercial vessels to ship at least 50 percent of the gross tonnage (computed separately for dry bulk carriers, dry cargo liners, and tankers) involved, whenever shipping any equipment, material, or commodities pursuant to the underlying contract to the extent such vessels are available at fair and reasonable rates for United States -Flag commercial vessels; b. to furnish within 20 working days following the date of loading for shipments originating within the United States or within 30 working days following the date of leading for shipments originating outside the United States, a legible copy of a rated, "on -board" commercial ocean bill -of -lading in English for each shipment of cargo described in the preceding paragraph to the Division of National Cargo, Office of Market Development, Maritime Administration, Washington, DC 20590 and to the FTA recipient (through the contractor in the case of a subcontractor's bill -of -lading.) c. to include these requirements in all subcontracts issued pursuant to this contract when the subcontract may involve the transport of equipment, material, or commodities by ocean vessel. 3. Delete the following Fly America Requirements from the Federal Requirements titled "Federal Transit Administration". The Contractor agrees to comply with 49 U.S.C. 40118 (the "Fly America" Act) in accordance with the General Services Administration's regulations at 41 CFR Part 301- 10, which provide that recipients and subrecipients of Federal funds and their contractors are required to use U.S. Flag air carriers for U.S Government -financed international air travel and transportation of their personal effects or property, to the extent such service is available, unless travel by foreign air carrier is a matter of necessity, as defined by the Fly America Act. The Contractor shall submit, if a foreign air carrier was used, an appropriate certification or memorandum adequately explaining why service by a U.S. flag air carrier was not available or why it was necessary to use a foreign air carrier and shall, in any event, provide a certificate of compliance with the Fly America requirements. The Contractor agrees to include the requirements of this section in all subcontracts that may involve international air transportation. Addendum 1 — 7263 Downtown Conduit Backbone and Laterals Page 8 of 8 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 construction traffic control devices, including but not limited to signs, advance warning arrows panels, variable message boards, barricades, channelizing devices, and delineators as required by the latest revision of the City of Fort Collins "Work Area Traffic Control Handbook," "Manual on Uniform Traffic Control Devices for Streets and Highways" (MUTCD), the current Larimer County Urban Area Street Standards (LCUASS), and the Colorado Department of Transportation Standard Specifications for Road and Bridge Construction. 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. 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. 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 City of Fort Collins Work Area Traffic Control Handbook and 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 submitted for approval to the Traffic Engineer by noon, two working days prior to the commencement of work. (Note: Traffic Control Plans for work done on Monday and Tuesday shall be submitted the previous Friday by 8:00 a.m.) Traffic control plan approval forms can be found at the following location: http://www.fcgov.com/traff'ic/pdf/approval_form cover—sheet—final—no—watermark.pdf Project Special Provisions - Page 12 of 48 REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL Full Road Closure plans for Local Residential streets shall be submitted a minimum of one week prior to the desired start date. Full Road Closure plans for major streets (Arterials & Collectors) shall be submitted for review a minimum of 4 weeks in advance of the desired start date. A copy of the approved Traffic Control Plan shall be on the site prior to set-up and kept on site at all times. All plans shall be delivered to City Traffic Operations office for review, 626 Linden Street. Facsimiles of plans shall not be allowed. No phase of the construction shall start until the Traffic Control Plan has been approved. Failure to have an approved Traffic Control Plan shall constitute cause for the City to stop work, as well as the Contractor's forfeiture of payment for all work and materials at that location, with no adjustment in the contract time. 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. Plans shall be neatly drawn and legible. Street names shall include prefixes and suffixes. (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 1, Type 11, 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 effect. Approval of the proposed method of handling traffic is intended to indicate those devices which will be used. 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 Traffic Engineer by noon, 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 noon.) All plans shall be delivered to City Traffic Operations office for review, 626 Linden Street. 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 parking restriction plans shall be included in the contract unit price for Traffic Control. Subsection 630.10 shall be revised as follows: TRAFFIC CONTROL MANAGEMENT Traffic Control Management shall be performed by a Traffic Control Supervisor JCS). 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.) Project Specifications- Page 13 of48 REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL The TCS shall have a minimum of one year experience as a certified TCS. Qualifications shall be submitted to the Engineer for approval a minimum of one week prior to commencement of the work. The TCS shall be equipped with a cellular phone. The cost of this phone shall be incidental to the cost of the work. It is the intent of the specifications that the TCS be the same throughout the project. If the 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 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 to the Engineer 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 Traffic Control. Traffic control management shall be maintained on a 24 hour per day basis. The Contractor shall make arrangements so that the Traffic Control Supervisor or their approved representative will be available on every working day, "on call" at all times and available upon the Engineer's request at other than normal working hours. All costs associated with "on call" service, excluding actual hours worked, shall be included in the contract unit price for Traffic Control. All traffic control devices shall be placed under the supervision of a Traffic Control Supervisor Project Specifications - Page 14 of48 REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL 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. BASIS OF PAYMENT Subsection 630.15 shall be revised as follows: The accepted quantities will be paid for at the contract unit price for each of the pay items listed below: Pay Item Unit 630-00001 Construction Zone Traffic Control Lump Sum The City shall not be responsible for any losses or damage due to theft or vandalism. 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. END OF SECTION Project Specifications - Page 15 of 48 REVISION OF SECTION 660 DOWNTOWN CONDUIT BACKBONE AND LATERALS Section 660 of the Standard Specifications is hereby revised for this project to include the following: DESCRIPTION 660.01 This work consists of the excavation, installation, and backfill of a multiple conduit duct bank in Downtown Fort Collins related to the two-way conversion of Mason Street and the MAX Bus Rapid Transit Project. In addition to the City conduit system, conduits and vaults are included for the Burlingotn Northern Santa Fe Railroad. The conduit duct bank shall consist of a combination of joint trench and directional boring along Mason Street with multiple crossings of City intersections and the BNSF Railroad at and between the intersections of Laurel, Myrtle, Mulberry, Magnolia, Olive, Oak, Mountain, Laporte, and Maple. Elements include 2 inch, 3 inch, and 4 inch PVC conduit; 2 inch, 3 inch, and 4 inch HDPE conduit; conduit bends, fittings, vaults and handholes; trenching, flow filling of trenches and bores under streets and railways; restoration of sidewalks and other hardscapes and landscapes; direction boring; and all miscellaneous materials required to complete the work, including all labor, materials, equipment, and surface restoration. MATERIALS AND CONSTRUCTION REQUIREMENTS 660.02 Items detailed and specified in the Downtown Conversion Drawings shall be furnished and installed in accordance with the following CSl-format specifications: 1. Section 27 05 43 Underground Ducts and Raceways for Communication Systems 2. Section 31 23 16.13 . Trenching 3. Section 31 23 23 Controlled Low -Strength Material 4. Section 33 05 23.13 Utility Horizontal Directional Boring A pothole log shall be provided by the Contractor to the Engineer indicating depth and location of existing utilities located for this project. METHOD OF MEASUREMENT 660.03 The Downtown Conduit Backbone and Laterals will be measured by the actual number placed and accepted. Trenching will be measured by the linear foot from end to end of utility runs and shall include adjacent utility structures. BASIS OF PAYMENT 660.04 Shall include the following: Payment will be made under: Pay Item Unit 660-00001 Trenching LF 660-00002 Potholing HR 660-00003 Controlled Low Strength Material CY 660-00004 Directional Boring LF 660-00005 2" HDPE SDR11 LF 660-00006 3" HDPE SDR11 LF 660-00007 4" HDPE SDR11 LF 660-00008 2" PVC SCH 40 LF 660-00009 3" PVC SCH 40 LF 660-00010 4" PVC SCH 40 LF Project Specifications - Page 16 of48 REVISION OF SECTION 660 DOWNTOWN CONDUIT BACKBONE AND LATERALS 660-00011 2" PVC SCH 40 - 450 Radius IOX Internal Dia. EA 660-00012 3" PVC SCH 40 - 450 Radius IOX Internal Dia. EA 660-00013 4" PVC SCH 40 - 450 Radius IOX Internal Dia. EA 660-00014 2" PVC SCH 40 - 900 Radius LOX Internal Dia. EA 660-00015 3" PVC SCH 40 - 900 Radius 1OX Internal Dia. EA 660-00016 4" PVC SCH 40 - 900 Radius IOX Internal Dia. EA 660-00017 36" X 48" Comm Splice Vault EA 660-00018 36" X 48" Comm Slack Storage Vault EA 660-00019 36" X 48" BNSF Vault EA 660-00020 18" X 31" Traffic Vault EA 660-00021 13" X 24" Traffic Vault EA 660-00022 Comm Handhole EA Trenching shall include excavating trenches for utilities and utility structures, backfilling to subgrade elevations , dewatering and compacting of backfill as described in CSI-format specification Section 31 23 16.13. Controlled Low Strength Material shall include furnishing, transporting and placing controlled low -strength material as described in CSI-format specification Section 31 23 23. Direction Boring shall include excavation and backfill of approach trenches and pits, horizontal directional drilling, pipe and accessories and testing of pipe as described in CSI-format specification Section 33 05 23.13. 2" HDPE SDR11 shall include conduit, duct and duct accessories as described in CSI-Format specification Section 27 05 43. 3" HDPE SDR11 shall include conduit, duct and duct accessories as described in CSI-format specification Section 27 05 43. 4" HDPE SDR11 shall include conduit, duct and duct accessories as described in CSI-format specification Section 27 05 43. 2", 3", and 4" PVC SCH 40 shall include conduit, duct and duct accessories as described in CSI-format specification Section 27 05 43. Comm Splice Vault shall include vaults as described in CSI-format specification Section 27 05 43 and shown in the plans. Comm Slack Storage Vault shall include vaults as described in CSI-format specification Section 27 05 43 and shown in the plans. 36"x48" BNSF Vault shall include vaults as described in CSI-format specification Section 27 05 43 and shown in the plans. 18"x31" Traffic Vault shall include vaults as described in CSI-format specification Section 27 05 43 and shown in the plans. 13"x24" Traffic Vault shall include vaults as described in CSI-format specification Section 27 05 43 and shown in the plans. Comm Handhole shall include handholes as described in CSI-format specification Section 27 05 43 and shown in the plans. Payment shall be full compensation for furnishing, excavating, installing, and backfilling as necessary to complete the work. END OF SECTION Project Special Provisions - Page 17 of 48 SECTION 27 05 43 UNDERGROUND DUCTS AND RACEWAYS FOR COMMUNICATION SYSTEMS PARTI- GENERAL 1.1 SUMMARY A. Section Includes: 1. Conduit, ducts, and duct accessories for direct -buried and concrete -encased duct banks, and in single duct runs. 2. Handholes, vaults, and pull boxes. 3. Manholes. 1.2 DEFINITION A. GRC: Galvanized Rigid Conduit B. HDPE: High Density Polyethylene conduit C. PVC: Polyvinyl Chloride Conduit. 1.3 SUBMITTALS A. Product Data: For the following: 1. Duct -bank materials, including separators and miscellaneous components required for proper installation in accordance with manufacturer's installation requirements. 2. Ducts and conduits and their accessories, including elbows, end bells, bends, expansion and deflection fittings, poly -line pull tape and solvent cement. 3. Accessories for manholes, handholes, pull boxes, vaults and other utility structures. 4. Locate pedestals and wire and cable. 5. Warning tape. 6. Warning planks. B. Shop Drawings for Precast or Factory -Fabricated Underground Utility Structures: Include plans, elevations, sections, details, attachments to other work, and accessories, including the following: 1. Duct entry provisions, including locations and duct sizes. 2. Reinforcement details. 3. Frame and cover design and manhole frame support rings. 4. Ladder details. Project Special Provisions -Page 18 of 48 SECTION 27 05 43 UNDERGROUND DUCTS AND RACEWAYS FOR COMMUNICATION SYSTEMS 5. Grounding details. 6. Dimensioned locations of cable rack inserts, pulling -in and lifting irons, and sumps. 7. Joint details. C. Shop Drawings for Factory -Fabricated Handholes, Vaults and Pull Boxes Other Than Precast Concrete: Include dimensioned plans, sections, and elevations, and fabrication and installation details, including the following: 1. Duct entry provisions, including locations and duct sizes. 2. Cover design. 3. Grounding details. 4. Dimensioned locations of cable rack inserts, and pulling -in and lifting irons. D. Duct -Bank Coordination Drawings: Show duct profiles and coordination with other utilities and underground structures. 1. Include plans and sections, drawn to scale, and show bends and locations of expansion fittings. 2. Drawings shall be signed and sealed by a qualified professional engineer registered in the State of Colorado. E. Product Certificates: For concrete and steel used in precast concrete manholes , vaults, pull boxes and handholes, comply with ASTM C 858. 1.4 QUALITY ASSURANCE A. Comply with IEEE C2. B. Comply with NFPA 70. C. Comply with UL 651. 1.5 DELIVERY, STORAGE, AND HANDLING A. Deliver PVC ducts to Project site with ends capped. Store nonmetallic ducts with supports to prevent bending, warping, and deforming. B. Deliver HDPE ducts to Project site on reels with ends capped. C. Store precast concrete and other factory -fabricated underground utility structures in a secure location at Project site as recommended by manufacturer to prevent physical damage. Arrange so identification markings are visible. D. Lift and support precast concrete units only at designated lifting or supporting points. Project Special Provisions - Page 19 of 48 SECTION 27 05 43 UNDERGROUND DUCTS AND RACEWAYS FOR COMMUNICATION SYSTEMS 1.6 COORDINATION A. Coordinate layout and installation of ducts, manholes, handholes, and pull boxes with final arrangement of other utilities, site grading, and surface features as determined in the field. B. Coordinate elevations of ducts and duct -bank entrances into manholes, handholes, vaults, and pull boxes with final locations and profiles of ducts and duct banks as determined by coordination with other utilities, underground obstructions, and surface features. Revise locations and elevations from those indicated as required to suit field conditions and to ensure that duct runs drain to manholes and handholes, and as approved by MIS NetComm Engineer. C. Utility information shown on the Construction Drawings was obtained from the best available data at the time of the preparation of the Construction Drawings. The Contractor is responsible for making their own determination as to the type and location of the utilities as may be necessary to avoid damage thereto. Contact the Utility Notification Center of Colorado at 1-800-922-1987 for utility locations at least 2 business days, not including the day of actual notice, prior to excavating. Contractor shall coordinate with utility company for any utilities that need relocating. 1.7 EXTRA MATERIALS A. Furnish extra materials that match products installed and that are packaged with protective covering for storage and identified with labels describing contents. B. Furnish extra materials in quantities equal to 5 percent of quantity of each item installed. PART 2-PRODUCTS 2.1 CONDUIT A. Rigid Steel Conduit: Galvanized. Comply with ANSI C80.1. B. PVC: NEMA TC 2, Type EPC-40-PVC, UL 651, with matching fittings by same manufacturer as the conduit, complying with NEMA TC 3 and UL 514B. C. HDPE: ASTM F2160 "Standard Specification for Solid -Wall High Density Polyethylene (HDPE) Conduit Based on Controlled Outside Diameter (OD)," SDR-11, with matching fittings by same manufacturer as the conduit, complying with ASTM F2176 "Standard Specification for Mechanical Couplings Used on Polyethylene Conduit, Duct, and Innerduct." 2.2 NONMETALLIC DUCTS AND DUCT ACCESSORIES A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: AFC Cable Systems. ARNCO Corporation. Beck Manufacturing. 4. Cantex, Inc. Project Special Provisions - Page 20 of 48 SECTION 27 05 43 UNDERGROUND DUCTS AND RACEWAYS FOR COMMUNICATION SYSTEMS 5. CertainTeed Corp. 6. Condux International, Inc. 7. DCX-CHOL Enterprises, Inc.; ELECSYS Division. 8. Electri-Flex Company. 9. IPEX Inc. 10. Lamson & Sessions; Carlon Electrical Products. 11. Manhattan Wire Products; a Belden company. B. Duct Accessories: 1. Duct Separators: Factory -fabricated rigid PVC interlocking spacers, sized for type and sizes of ducts with which used, and retained to provide minimum duct spacings indicated while supporting ducts during concreting or backfilling. 2. Warning Tape: Underground -line warning tape. a. Color: Yellow. b. 2 inch wide warning tape marked with "BURIED FIBER CABLE". 3. Locate Wire: #12 AWG, solid, coated copper wire, in one of the parallel conduit runs unless otherwise noted. 4. Locate Pedestals: Handley Industries, 2-inch cathodic test stations or approved equal. a. Top Color: Orange. b. Pedestal Locate Wire: #12 AWG, stranded, coated copper wire. 5. Pull Tape: Neptco, 30 Hamlet Street, Pawtucket, Rhode Island 02861, or approved equal. a. Flat, woven polyester -tape, durably printed with sequential footage markings. b. Minimum 1800 pound pull strength. 2.3 PRECAST CONCRETE HANDHOLES, VAULTS, AND PULL BOXES A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Christy Concrete Products. 2. Cretex Concrete Products West, Inc.; Riverton Division. 3. Elmhurst -Chicago Stone Co. 4. Oldcastle Precast Group. Project Special Provisions - Page 21 of 48 City of Fort Collins Purchasing Financial Services Purchasing Division 215 N. Mason St. 2nd Floor PO Box 580 Fort Collins, CO 80522 970.221.6775 970.221.6707 fcgov.com/Purchasing SPECIFICATIONS CONTRACT DOCUMENTS FOR DOWNTOWN CONDUIT BACKBONE AND LATERALS BID NO. 7263 PURCHASING DIVISION 215 NORTH MASON STREET, 2ND FLOOR, FORT COLLINS AUGUST 8, 2011 — 3:00 P.M. (OUR CLOCK) SECTION 27 05 43 UNDERGROUND DUCTS AND RACEWAYS FOR COMMUNICATION SYSTEMS Oldcastle Precast Inc.; Utility Vault Division. 6. Utility Concrete Products, LLC. 7. Wausau Tile Inc. B. Comply with ASTM C 858 for design and manufacturing processes C. Handholes, vaults, and pull boxes shall comply with the requirements of AASHTO HB17, H2O structural loading. D. Ferrous metal hardware shall be hot -dip galvanized in accordance with ASTM A153 and ASTM A123. E. Description: Factory -fabricated, reinforced -concrete, monolithically poured walls with open -bottom enclosures as indicated. Frame and cover shall form top of enclosure and shall have load rating consistent with that of handhole, vault or pull box. Frame and Cover: Weatherproof steel frame, with steel cover with recessed cover hook eyes and tamper -resistant, captive, cover -securing stainless -steel bolts. 2. Cover Finish: Nonskid finish shall have a minimum coefficient of friction of 0.50 3. Cover Legend: Molded lettering, As indicated for each service. 4. Configuration: Units shall be designed for flush burial and have open bottom unless otherwise indicated. 5. Windows: Precast openings in walls, arranged to match dimensions and elevations of approaching ducts and duct banks plus an additional 12 inches vertically and horizontally to accommodate alignment variations. a. Windows shall be located no less than 6 inches from interior surfaces of walls, floors, or frames and covers of handholes, but close enough to comers to facilitate racking of cables on walls. b. Window opening shall have cast -in -place, welded wire fabric reinforcement for field cutting and bending to tie in to concrete envelopes of duct banks. C. Window openings shall be framed with at least two additional No. 4 steel reinforcing bars in concrete around each opening. 6. Handholes, vaults, and pull boxes 30 inches wide by 48 inches long and larger shall have inserts for cable racks and pulling -in irons installed before concrete is poured. 2.4 HANDHOLES, VAULTS AND PULL BOXES OTHER THAN PRECAST CONCRETE A. Description: Comply with SCTE 77. 1. Color: Gray. 2. Configuration: Units shall be designed for flush burial and have open bottom unless otherwise indicated. Project Special Provisions - Page 22 of 48 SECTION 27 05 43 UNDERGROUND DUCTS AND RACEWAYS FOR COMMUNICATION SYSTEMS 3. Cover: Weatherproof, ADA compliant, pre -drilled and secured by tamper -resistant locking device by LockDown, Inc. and having structural load rating consistent with enclosure. 4. Cover Finish: Nonskid finish shall have a minimum coefficient of friction of 0.50. 5. Cover Legend: Molded lettering, a. As indicated for each service. b. Tier level number, indicating that the unit complies with the structural load test for that tier according to SCTE 77. 6. Vaults: 30 inches wide by 48 inches long. a. Vaults with Less Than Eight Conduits: 18 inches deep. b. Vaults with More Than Eight Conduits: 36 inches deep. 7. Vaults: 36 inches wide by 48 inches long. a. Vaults with Less Than Eight Conduits: 18 inches deep. b. Vaults with More than Eight Conduits: 36 inches deep. 8. Junction Box: 24 inches wide by 24 inches long by 18 inches deep. 9. Junction Box: 24 inches wide by 30 inches long by 18 inches deep. 10. Handholes 12 inches wide by 18 inches long by 12 inches deep. B. Polymer Concrete Handholes and Pull Boxes with Polymer Concrete Cover: Molded of sand and aggregate, bound together with a polymer resin, and reinforced with steel or fiberglass or a combination of the two. Handholes and pull boxes shall comply with the requirements of SCTE 7 Tier 15 or Tier 22 loading. 1. Basis -of -Design Product: Subject to compliance with requirements, provide product indicated on Drawings or comparable product by one of the following: a. Armorcast Products Company. b. Carson Industries LLC. C. CDR Systems Corporation. d. Hubbell Power Systems; Lenoir City Division. C. NewBasis. 2.5 PRECAST MANHOLES A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Christy Concrete Products. Project Special Provisions - Page 23 of 48 SECTION 27 05 43 UNDERGROUND DUCTS AND RACEWAYS FOR COMMUNICATION SYSTEMS 2. Cretex Concrete Products West, Inc.; Riverton Division. 3. Elmhurst -Chicago Stone Co. 4. Oldcastle Precast Group. 5. Oldcastle Precast Inc.; Utility Vault Division. 6. Utility Concrete Products, LLC. 7. Wausau Tile Inc. B. Comply with ASTM C 858, with structural design loading as specified in "Underground Enclosure Application" Article, and with interlocking mating sections, complete with accessories, hardware, and features. 1. Windows: Precast openings in walls, arranged to match dimensions and elevations of approaching ducts and duct banks plus an additional 12 inches vertically and horizontally to accommodate alignment variations. a. Windows shall be located no less than 6 inches from interior surfaces of walls, floors, or roofs of manholes, but close enough to corners to facilitate racking of cables on walls. b. Window opening shall have cast -in -place, welded wire fabric reinforcement for field cutting and bending to tie in to concrete envelopes of duct banks. C. Window openings shall be framed with at least two additional No. 4 steel reinforcing bars in concrete around each opening. 2. Duct Entrances in Manhole Walls: Cast end -bell or duct -terminating fitting in wall for each entering duct. a. Type and size shall match fittings to duct or conduit to be terminated. b. Fittings shall align with elevations of approaching ducts and be located near interior comers of manholes to facilitate racking of cable. C. Joint Sealant: Asphaltic -butyl material with adhesion, cohesion, flexibility, and durability properties necessary to withstand maximum hydrostatic pressures at the installation location with the ground -water level at grade. 2.6 UTILITY STRUCTURE ACCESSORIES A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Bilco Company (The). 2. Campbell Foundry Company. 3. Christy Concrete Products. 4. Cretex Concrete Products West, Inc.; Riverton Division. 5. East Jordan Iron Works. Project Special Provisions - Page 24 of 48 SECTION 27 05 43 UNDERGROUND DUCTS AND RACEWAYS FOR COMMUNICATION SYSTEMS 6. Elmhurst -Chicago Stone Co. 7. Hubbell Power Systems; Lenoir City Division. 8. McKinley Iron Works. 9. Neenah Foundry Company. 10. NewBasis. 11. Oldcastle Precast Group. 12. Oldcastle Precast Inc.; Utility Vault Division. 13. Osburn Associates, Inc. 14. Pennsylvania Insert Corporation. 15. Underground Devices, Inc. 16. Utility Concrete Products, LLC. 17. Wausau Tile Inc. B. Ferrous metal hardware, where indicated, shall be hot -dip galvanized complying with ASTM A 153 and A 123. C. Manhole Frames, Covers, and Chimney Components: Comply with structural design loading specified for manhole. 1. Frame and Cover: Weatherproof, gray cast iron complying with ASTM A 48/A 48M, Class 30B with milled cover -to -frame bearing surfaces; diameter, 29 inches. a. Cover Finish: Nonskid finish shall have a minimum coefficient of friction of 0.50. b. Special Covers: Recess in face of cover designed to accept finish material in paved areas. 2. Cover Legend: Cast in. Retained to suit system. a. Legend: "TELECOMMUNICATIONS" for communications, data, and telephone duct systems. 3. Manhole Chimney Components: Precast concrete rings with dimensions matched to those of roof opening. a. Mortar for Chimney Ring and Frame and Cover Joints: Comply with ASTM C 270, Type M, except for quantities less than 2.0 cu. ft. where packaged mix complying with ASTM C 387, Type M, may be used. D. Manhole Sump Frame and Grate: ASTM A 48/A 48M, Class 3013, gray cast iron. E. Pulling Eyes in Concrete Walls: Eyebolt with reinforcing -bar fastening insert, 2-inch-diameter eye, and l-by- 4-inch bolt. Project Special Provisions - Page 25 of 48 SECTION 27 05 43 UNDERGROUND DUCTS AND RACEWAYS FOR COMMUNICATION SYSTEMS Working Load Embedded in 6-Inch, 4000-psi Concrete: 13,000-Ibf minimum tension. F. Pulling -In and Lifting Irons in Concrete Floors: 7/8-inch-diameter, hot -dip galvanized, bent steel rod; stress relieved after forming; and fastened to reinforcing rod. Exposed triangular opening. 1. Ultimate Yield Strength: 40,000-Ibf shear and 60,000-1bf tension. G. Bolting Inserts for Concrete Utility Structure Cable Racks and Other Attachments: Flared, threaded inserts of noncorrosive, chemical -resistant, nonconductive thermoplastic material; 1/2-inch ID by 2-3/4 inches deep, flared to 1-1/4 inches minimum at base. 1. Tested Ultimate Pullout Strength: 12,000 Ibf minimum. H. Cable Rack Assembly: Steel, hot -dip galvanized except insulators. 1. Stanchions: T-section or channel; 2-1/4-inch nominal size; punched with 14 holes on 1-1/2-inch centers for cable -arm attachment. 2. Arms: 1-1/2 inches wide, lengths ranging from 3 inches with 450-lb minimum capacity to 18 inches with 250-lb minimum capacity. Arms shall have slots along full length for cable ties and be arranged for secure mounting in horizontal position at any vertical location on stanchions. 1. Duct -Sealing Compound: Nonhardening, safe for contact with human skin, not deleterious to cable insulation, and workable at temperatures as low as 35 deg F (2 deg C). Capable of withstanding temperature of 300 deg F (150 deg C) without slump and adhering to clean surfaces of plastic ducts, metallic conduits, conduit coatings, concrete, masonry, lead, cable sheaths, cable jackets, insulation materials, and common metals. Fixed Manhole Ladders: Arranged for attachment to roof or wall and floor of manhole. Ladder and mounting brackets and braces shall be fabricated from hot -dip galvanized steel. K. Cover Hooks: Heavy duty, designed for lifts 60 Ibf and greater. Two required. 2.7 SOURCE QUALITY CONTROL A. Test and inspect precast concrete utility structures according to ASTM C 1037. B. Nonconcrete Handhole, Vault, and Pull Box Prototype Test: Test prototypes of manholes and pull boxes for compliance with SCTE 77. Strength tests shall be for specified Tier ratings of products supplied. PART 3 - EXECUTION 3.1 CORROSION PROTECTION A. Aluminum shall not be installed in contact with earth or concrete. B. All ferrous metals shall be galvanized or PVC coated if in contact with the earth. Project Special Provisions - Page 26 of 48 SECTION 27 05 43 UNDERGROUND DUCTS AND RACEWAYS FOR COMMUNICATION SYSTEMS 3.2 UNDERGROUND DUCT APPLICATION A. Underground Ducts for Telephone, Communications, or Data Utility Service Cables: RNC, NEMA Type EPC-40-PVC for trenched applications and HDPE Type SDR-11 for directionally bored applications, concrete -encase duct bank crossing paved paths, walks, driveways, guideway, streets or other hardscapes, unless otherwise indicated. 3.3 UNDERGROUND ENCLOSURE APPLICATION A. Handholes, Vaults, and Pull Boxes for Telephone, Communications, and Data Wiring: Units in Roadways and Other Deliberate Traffic Paths: Precast concrete. AASHTO HB 17, H-20 structural load rating. 2. Units in Driveway, Parking Lot, and Off -Roadway Locations, Subject to Occasional, Nondeliberate Loading by Heavy Vehicles: Polymer concrete, SCTE 77, Tier 15 or Tier 22 structural load rating. 3. Units in Sidewalk and Similar Applications with a Safety Factor for Non -deliberate Loading by Vehicles: Polymer concrete units, SCTE 77, Tier 8 structural load rating. 4. Units Subject to Light -Duty Pedestrian Traffic Only: Fiberglass -reinforced polyester resin, structurally tested according to SCTE 77 with 3000-1bf "Light -Duty" vertical loading. B. Manholes: Precast concrete. 1. Units Located in Roadways and Other Deliberate Traffic Paths by Heavy or Medium Vehicles: H-20 structural load rating according to AASHTO HB 17. 3.4 EARTHWORK A. Excavation and Backfill: Comply with Division 31 Section 3123 16.13"Trenching," but do not use heavy- duty, hydraulic -operated, compaction equipment. B. Restore surface features at areas disturbed by excavation and reestablish original grades unless otherwise indicated. Replace removed sod immediately after backfilling is completed. C. Restore areas disturbed by trenching, storing of dirt, cable laying, and other work. Restore vegetation and include necessary topsoiling, fertilizing, liming, seeding, sodding, sprigging, and mulching. D. Cut and patch existing pavement in the path of underground ducts and utility structures. 3.5 DUCT INSTALLATION A. Depth: Install top of duct bank at least 36 inches below finished grade unless otherwise indicated. B. Set elevation of bottom of duct bank below the frost line. C. Curves and Bends: Use 5-degree angle couplings for small changes in direction. Use manufactured long sweep bends with a minimum radius of 10 times the inside diameter of the conduit, both horizontally and vertically, at other locations unless otherwise indicated. Project Special Provisions - Page 27 of 48 SECTION 27 05 43 UNDERGROUND DUCTS AND RACEWAYS FOR COMMUNICATION SYSTEMS D. Joints: Use solvent -cemented joints in ducts and fittings and make watertight according to manufacturer's written instructions. Stagger couplings so those of adjacent ducts do not lie in same plane. E. Duct Entrances to Manholes and Concrete and Polymer Concrete Handholes: Use end bells, spaced approximately 10 inches on center for 4-inch ducts, 7-1/2 inches on center for 3-inch ducts, and 5 inches on center for 2-inch ducts and vary proportionately for other duct sizes. Begin change from regular spacing to end -bell spacing 10 ft. from the end bell without reducing duct line slope and without forming a trap in the line. 2. Direct -Buried Duct Banks: Install an expansion and deflection fitting in each conduit in the area of disturbed earth adjacent to manhole or handhole. 3. Grout end bells into structure walls from both sides to provide watertight entrances. F. Duct Entrances to CSU Steam Tunnels: Link seal conduit entries in CSU steam tunnels. G. Conduit Markings: Mark ends of conduits entering vaults, handholes, and manholes with non -fading color paint AND individually number conduits. Coordinate color coding with City of Fort Collins MIS Engineer to differentiate BRT, Traffic, BNSF and CSU's conduits. H. Sealing: Provide temporary closure at terminations of ducts that have cables pulled. Seal spare ducts at terminations. Use sealing compound and plugs to withstand at least 15-psig hydrostatic pressure. Use sealing compound and plugs that will provide rodent protection. 1. Pulling Tape: Install minimum1000-Ib pull strength poly -line in ducts to minimize conduit bum -through during cable pulling. Include pull tape in spare conduits and ducts. Securely tie off ends of pulling tape to conduit plugs in vaults to prevent being pulled back into the conduit. J. Locate Wire: Install locate wire in one conduit of parallel conduit runs in the duct bank. Splice duct bank locate wire with locate pedestal locate wire at each vault with an irreversible compression connection or exothermically welded connection. Provide permanent label of tracer wire in locate pedestals. Coordinate with City of Fort Collins Utility Locators for information to be included on the label. K. Concrete -Encased Ducts: Support ducts on duct separators. Separator Installation: Space separators close enough to prevent sagging and deforming of ducts, with not less than 4 spacers per 20 ft. of duct. Secure separators to earth and to ducts to prevent floating during concreting. Stagger separators approximately 6 inches between tiers. Tie entire assembly together using fabric straps; do not use tie wires or reinforcing steel that may form conductive or magnetic loops around ducts or duct groups. 2. Concreting Sequence: Pour each run of envelope between manholes or other terminations in one continuous operation. Start at one end and finish at the other, allowing for expansion and contraction of ducts as their temperature changes during and after the pour. Use expansion fittings installed according to manufacturer's written recommendations, or use other specific measures to prevent expansion - contraction damage. If more than one pour is necessary, terminate each pour in a vertical plane and install 3/4-inch reinforcing rod dowels extending 18 inches into concrete on both sides ofjoint near corners of envelope. 3. Pouring Concrete: Spade concrete carefully during pours to prevent voids under and between conduits and at exterior surface of envelope. Do not allow a heavy mass of concrete to fall directly onto ducts. Project Special Provisions - Page 28 of 48 SECTION 27 05 43 UNDERGROUND DUCTS AND RACEWAYS FOR COMMUNICATION SYSTEMS 4. Use a plank to direct concrete down sides of bank assembly to trench bottom. Allow concrete to flow to center of bank and rise up in middle, uniformly filling all open spaces. Do not use power -driven agitating equipment unless specifically designed for duct -bank application. 5. Forms: Use walls of trench to form side walls of duct bank where soil is self-supporting and concrete envelope can be poured without soil inclusions; otherwise, use forms. 6. Depth: Install top of duct bank at least 36 inches below finished grade in areas subject to deliberate traffic, and under other hardscapes, such as sidewalks unless otherwise indicated. 7. Stub -Ups: Use manufactured PVC coated rigid steel conduit elbows for stub -ups at vaults, handholes, and equipment cabinet entrances through the floor. a. Couple steel conduits to ducts with adapters designed for this purpose, and encase coupling with 3 inches of concrete. b. Stub -Ups to Equipment: For equipment mounted on outdoor concrete bases, extend steel conduit horizontally a minimum of 60 inches from edge of base. Install insulated grounding bushings on terminations at equipment. 8. Warning Tape: Bury warning tape approximately 12 inches above all concrete -encased ducts and duct banks. Align tape parallel to and within 3 inches of the centerline of duct bank. 3.6 INSTALLATION OF CONCRETE MANHOLES, HANDHOLES, VAULTS, AND PULL BOXES A. Precast Concrete Manhole, Handhole, Vault and Pull Box Installation: 1. Comply with ASTM C 891 unless otherwise indicated. 2. Install units level and plumb and with orientation and depth coordinated with connecting ducts to minimize bends and deflections required for proper entrances. 3. Unless otherwise indicated, support units on a level bed of crushed stone or gravel, six inches deep, graded from 1-inch sieve to No. 4 sieve and compacted to same density as adjacent undisturbed earth. B. Elevations: 1. Manhole Roof: Install with rooftop at least 15 inches below finished grade. 2. Manhole Frame: In paved areas and trafficways, set frames flush with finished grade. 3. Handhole, Vault, and Pull Box Covers: In paved areas and trafficways, set surface flush with finished grade. Set covers of other handholes 1 inch above finished grade. 4. Where indicated, cast handhole cover frame integrally with handhole structure. C. Drainage: Install drains in bottom of manholes where indicated. Coordinate with drainage provisions indicated. D. Manhole Access: Circular opening in manhole roof; sized to match cover size. Project Special Provisions - Page 29 of 48 SECTION 27 05 43 UNDERGROUND DUCTS AND RACEWAYS FOR COMMUNICATION SYSTEMS Manholes with Fixed Ladders: Offset access opening from manhole centerlines to align with ladder. 2. Install chimney, constructed of precast concrete collars and rings to support frame and cover and to connect cover with manhole roof opening. Provide moisture -tight masonry joints and waterproof grouting for cast-iron frame to chimney. E. Waterproofing: Apply waterproofing to exterior surfaces of manholes after concrete has cured at least three days. Waterproofing materials and installation shall consist of manufacturer's standard "Elastomeric Sheet Waterproofing." After ducts have been connected and grouted, and before backfilling, waterproofjoints and connections and touch up abrasions and scars. Waterproof exterior of manhole chimneys after mortar has cured at least three days. Hardware: Install removable hardware, including pulling eyes, cable stanchions, and cable arms, as required for installation and support of cables and conductors and as indicated. G. Fixed Manhole Ladders: Arrange to provide for safe entry with maximum clearance from cables and other items in manholes. H. Field -Installed Bolting Anchors in Manholes and Concrete Handholes: Do not drill deeper than 3-7/8 inches for manholes and 2 inches for handholes, for anchor bolts installed in the field. Use a minimum of two anchors for each cable stanchion. Warning Sign: Install "Confined Space Hazard" warning sign on the inside surface of each manhole cover. 3.7 INSTALLATION OF HANDHOLES AND PULL BOXES OTHER THAN PRECAST CONCRETE A. Install handholes and pull boxes level and plumb and with orientation and depth coordinated with connecting ducts to minimize bends and deflections required for proper entrances. Use pull box extension if required to match depths of ducts, and seal joint between box and extension as recommended by the manufacturer. B. Unless otherwise indicated, support units on a level 6-inch-thick bed of crushed stone or gravel, graded from 1/2-inch (12.7-mm) sieve to No. 4 (4.75-mm) sieve and compacted to same density as adjacent undisturbed earth. C. Elevation: Set so cover surface will be flush with finished grade. D. Install removable hardware, including pulling eyes, cable stanchions, cable arms, and insulators, as required for installation and support of cables and conductors and as indicated. Retain arm lengths to be long enough to provide spare space for future cables, but short enough to preserve adequate working clearances in the enclosure. E. Field -cut openings for ducts and conduits according to enclosure manufacturer's written instructions. Cut wall of enclosure with a tool designed for material to be cut. Size holes for terminating fittings to be used, and seal around penetrations after fittings are installed. F. For enclosures installed in asphalt paving and concrete paving and subject to occasional, nondeliberate, heavy -vehicle loading, form and pour a concrete ring encircling, and in contact with, enclosure and with top surface screeded to top of box cover frame. Bottom of ring shall rest on compacted earth. Concrete: 3000 psi, 28-day strength, complying with Division 03 Section "Cast -in -Place Concrete," with a troweled finish. Dimensions: 10 inches wide by 12 inches deep. Project Special Provisions - Page 30 of 48 SECTION 27 05 43 UNDERGROUND DUCTS AND RACEWAYS FOR COMMUNICATION SYSTEMS 3.8 GROUNDING A. Ground underground ducts and utility structures according to Division 27 Section 27 05 26 —"Grounding and Bonding for Communication Systems." 3.9 FIELD QUALITY CONTROL A. Perform the following tests and inspections: Demonstrate capability and compliance with requirements on completion of installation of underground ducts and utility structures. 2. Pull aluminum or wood test mandrel through duct to prove joint integrity and test for out -of -round duct. Provide mandrel equal to 80 percent fill of duct. If obstructions are indicated, remove obstructions and retest. 3. Test manhole and vault grounding to ensure electrical continuity of grounding and bonding connections. Measure and report ground resistance as specified in Division 27 Section 27 05 26 — "Grounding and Bonding for Communication Systems." B. Correct deficiencies and retest as specified above to demonstrate compliance. C. Prepare test and inspection reports. 3.10 CLEANING A. Pull leather -washer -type duct cleaner, with graduated washer sizes, through full length of ducts. Follow with rubber duct swab for final cleaning and to assist in spreading lubricant throughout ducts. B. Clean internal surfaces of manholes, including sump. Remove foreign material. END OF SECTION 27 05 43 Project Special Provisions - Page 31 of 48 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 Federal Requirements Davis Bacon Wage Rates 00900 Addenda, Modifications, and Payment 00900-1 00950 Contract Change Order 00950-1 - 00950-2 00960 Application for Payment 00960-1 - 00960-4 SECTION 3123 16.13 TRENCHING PART IGENERAL 1.1 SUMMARY A. Section Includes: 1 Excavating trenches for utilities and utility structures. 2 Backfilling and compacting to subgrade elevations. 3 Dewatering. 4 Compacting backfill material. B. Related Sections: 1 Section 31 23 23 — "Controlled Low Strength Material'. 2 Section 33 05 23.13 — "Utility Horizontal Directional Drilling". 1.2 REFERENCES A. American Association of State Highway and Transportation Officials: 1. AASHTO T180 - Standard Specification for Moisture -Density Relations of Soils Using a 4.54-kg (10-Ib) Rammer and a 457-mm (18-in.) Drop. B. ASTM International: 1 ASTM D698 - Standard Test Method for Laboratory Compaction Characteristics of Soil Using Standard Effort [12,400 ft-lbf/11:3 (600 kN-m/m3)]. 2 ASTM D 1556 - Standard Test Method for Density of Soil in Place by the Sand -Cone Method. 3 ASTM D1557 - Standard Test Method for Laboratory Compaction Characteristics of Soil Using Modified Effort [6,000 ft-lbf/ft3 (2,700 kN-m/m3)]. 4 ASTM D2167 - Standard Test Method for Density and Unit Weight of Soil in Place by the Rubber Balloon Method. 5 ASTM D2487 — Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System). 6 ASTM D2922 - Standard Test Method for Density of Soil and Soil -Aggregate in Place by Nuclear Methods (Shallow Depth). 7 ASTM D3017 - Standard Test Method for Water Content of Soil and Rock in Place by Nuclear Methods (Shallow Depth). C. CDOT Standard Specifications: Project Special Provisions - Page 32 of 48 SECTION 3123 16.13 TRENCHING 1. Standard Specifications for Road and Bridge Construction, latest edition, published by the Colorado Department of Transportation. 1.3 ' DEFINITIONS A. Utility: Any buried pipe, duct, conduit, or cable. B. Utility Structures: Manholes, catch basins, inlets, valve vaults, hand holes, communication vaults and other utility access structures as indicated on drawings. C. Trench Terminology: 1 Foundation: Area under bottom of trench supporting bedding. 2 Initial Backfill: Fill place to 6 to 12 inches above top of conduit. 3 Final Backfill: Fill placed from initial backfill to sub grade. 1.4 SUBMITTALS A. Excavation Protection Plan: Where required, describe sheeting, shoring, and bracing materials and installation required to protect excavations and adjacent structures and property; include structural calculations to support plan. Prepare excavation protection plan under direct supervision of Professional Engineer experienced in design of this work and licensed in State of Colorado. B. Dewatering Plan if required: Describe methods of dewatering and disposal of water. C. Product Data: Submit data for geotextile fabric indicating fabric and construction. D. Samples: Submit to testing laboratory, in air -tight containers, 10 pound sample of each type of fill. E. Materials Source: Submit name of imported fill material suppliers and location of fill source. F. Manufacturer's Certificate: Certify products meet or exceed specified requirements. 1.5 QUALITY ASSURANCE A. Maintain one copy of document on site. 1.6 FIELD MEASUREMENTS A. Verify field measurements prior to fabrication. 1.7 COORDINATION A. Verify work associated with lower elevation utilities is complete before placing higher elevation utilities. Project Special Provisions - Page 33 of 48 SECTION 3123 16.13 TRENCHING PART 2 PRODUCTS 2.1 BACKFILL MATERIALS A. Subsoil Fill: Clean natural soil with a plasticity index of 15 or less that is free of clay, rock, or gravel lumps larger than 2 inches in any dimension; debris; waste; frozen material; and any other deleterious material that might cause settlement. Suitable material excavated from the site may be used as subsoil fill under optimum moisture conditions. B. Granular Fill: Clean sand, slightly silty sand, or slightly clayey sand having a Unified Soil Classification of SW, SP, SP-SM or SP-SC. C. Foundation Stone: Clean course aggregate Gradation No. 57. D. Flexible Conduit Foundation Stone. E. Initial Backfill to 12 inches Minimum Above Utility: F. Final Backfill to Sub grade: G. Under Pavement: Granular Fill. H. Under Landscape: Subsoil Fill. 2.2 ACCESSORIES A. Geotextile Fabric: Non -woven, non -biodegradable conforming to Section 804 of the CDOT Standard Specifications. B. Concrete: Concrete conforming to Section 701 of the CDOT Standard Specifications. I Compressive strength of 4,000 psi at 28 days. 2 Air entrained. 3 Water cement ratio of 0.45. 4 Maximum slump of 3.5 inches for vibrated concrete and 4 inches for non -vibrated concrete. 5 Minimum cement content of 564 Ibs per cubic yard for vibrated and 602 Ibs per cubic yard for non - vibrated concrete. PART 3 EXECUTION 3.1 PREPARATION A. Call local utility line information service indicated on drawings not less than two full working days before performing work. Project Special Provisions - Page 34 of 48 SECTION 3123 16.13 TRENCHING 1. Request underground utilities to be located and marked within and surrounding construction areas. B. Identify required lines, levels, contours, and datum locations. C. Protect plant life, lawns, rock outcropping, and other features remaining as portion of final landscaping. D. Protect bench marks, existing structures, fences, sidewalks, paving, and curbs from excavating equipment and vehicular traffic. E. Maintain and protect above and below grade utilities indicated to remain. F. Establish temporary traffic control and detours when trenching is performed in public right-of-way. Relocate controls and reroute traffic as required during progress of work. 3.2 LINES AND GRADES A. Excavate to lines and grades indicated on drawings. I. Owner reserves right to make changes in lines, grades, and depths of utilities when changes are required for project conditions. B. Use laser -beam instrument with qualified operator to establish lines and grades. 3.3 TRENCHING A. Excavate subsoil required for utilities. B. Remove lumped subsoil, boulders, and rock protruding up from bottom of trench. C. Perform excavation within 48 inches of existing utility service in accordance with utility's requirements. D. Do not advance open trench more than 200 feet ahead of installed pipe. E. Remove water or materials that interfere with work. F. Trench Width: Excavate bottom of trenches maximum 16 inches wider than outside diameter of conduits or as indicated on drawings. G. Excavate trenches to depth indicated on drawings. H. Maintain vertical faces to an elevation equal to 12 inches above top of conduit. I. Support Utilities and Structures: 1 Keep trench width at top of trench to practical minimum to protect adjacent or crossing utility lines. 2 Support utilities crossing trench by means acceptable to utility company. 3 Provide temporary support for structures above and below ground. Project Special Provisions - Page 35 of 48 SECTION 3123 16.13 TRENCHING J. When subsurface materials at bottom of trench are loose or soft, excavate to firm sub grade or to depth directed by Engineer. Cut out soft areas of sub grade not capable of compaction in place. 2 Backfill with backfill material free from stones, rock, or other material that might damage the conduit. Selected backfill shall contain no soil material larger than 1/2-inch diameter. K. Trim Excavation: Hand trim for bell and spigot pipe joints where required. Remove loose matter. L. Correct over excavated areas with compacted backfill as directed by Engineer. 3.4 SURFACE WATER CONTROL A. Control and remove unanticipated water seepage into excavation. B. Provide ditches, berms, and other devices to divert and drain surface water from excavation. C. Divert surface water and seepage water within excavation areas into sumps or settling basins prior to pumping water into drainage channels and storm drains. 3.5 DEWATERING A. Design and provide dewatering system to permit Work to be completed on dry and stable subgrade. B. Operate dewatering system continuously until backfill is minimum 2 feet above normal ground water table elevation. C. When dewatering system cannot control water within excavation, notify Engineer and stop excavation work. Supplement or modify dewatering system and provide other remedial measures to control water within excavation. 2 Demonstrate dewatering system operation complies with performance requirements before resuming excavation operations. D. Modify dewatering systems when operation causes or threatens to cause damage to new construction, existing site improvements, adjacent property, or adjacent water wells. E. Discharge ground water and seepage water within excavation areas through filter bags or into settling basins prior to pumping water into drainage channels and storm drains. F. Remove dewatering and surface water control systems after dewatering operations are discontinued. 3.6 INITIAL BACKFILL A. Inspect all trenches before any backfilling operations are started. B. Support conduit uniformly along entire length of conduit. Project Special Provisions - Page 36 of 48 SECTION 3123 16.13 TRENCHING C. Carefully place initial backfill to 12 inches above top of pipe or to depth indicated on drawings. D. Initial backfill shall be free from stones, rock, or other material that might damage the conduit. Selected backfill shall contain no soil material larger thanl/2-inch diameter. 3.7 FINAL BACKFILLING TO SUBGRADE A. Backfill trenches to contours and elevations with unfrozen fill materials. B. Do not backfill over porous, wet, frozen, or spongy sub grade surfaces. C. Place fill material in equal increments the length and girth of the trench line. D. Employ placement method that does not disturb or damage utilities in trench. E. Maintain optimum moisture content of fill materials to attain required compaction density. F. Do not leave more than 50 feet of trench open at end of working day. G. Protect open trench to prevent danger to the public. 3.8 DISPOSAL OF EXCESS MATERIAL A. Dispose of excess material offsite and legally. B. Furnish Engineer with certificate of disposal site or agreement from private property owner. 3.10 TOLERANCES A. Top Surface of Backfilling: Plus or minus 1 inch from required elevations. 3.11 FIELD QUALITY CONTROL A. Perform laboratory material tests in accordance with ASTM D1557 or AASHTO T180. B. Perform in place compaction tests in accordance with the following: 1 Density Tests: ASTM D1556, ASTM D2167, or ASTM D2922. 2 Moisture Tests: ASTM D3017. C. When tests indicate work does not meet specified requirements, remove work, replace, compact, and retest. D. For trenches less than 36 inches in depth, compaction tests shall be taken at the surface at a minimum. E. Frequency of Tests: Minimum of one test for every 300 linear feet of trench. The number of density tests may be increased if directed by the City of Fort Collins Inspector. Project Special Provisions - Page 37 of 48 SECTION 3123 16.13 TRENCHING 3.12 PROTECTION OF FINISHED WORK A. Reshape and re -compact fills subjected to vehicular traffic during construction. 3.13 SCHEDULE OF COMPACTION A. Under Pavement and Slabs: Concrete encase per Section 31 23 23 — "Controlled Low -Strength Material. B. Under Landscape Areas: Initial fill to maximum 12 inch above conduits. 2 Compact to minimum 90 percent maximum density. END OF SECTION 31 23 16.13 Project Special Provisions - Page 38 or48 SECTION 3123 23 CONTROLLED LOW -STRENGTH MATERIAL PART 1-GENERAL 1.1 SECTION INCLUDES A. This item shall consist of famishing, transporting, and placing a controlled low -strength material (CLSM) as flowable backfill in trenches or at other locations shown on the plans or as directed by the Engineer. 1.2 REFERENCES A. ASTM International (Formerly known as American Society for Testing and Materials) (ASTM): 1. ASTM C33-03 - Standard Specification for Concrete Aggregates 2. ASTM C39/C39M-05el - Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens 3. ASTM C94/C94M-07 - Standard Specification for Ready -Mixed Concrete 4. ASTM C117-04 - Standard Test Method for Materials Finer than 75-µm (No. 200) Sieve in Mineral Aggregates by Washing 5. ASTM C136-06 - Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates 6. ASTM C143/C143M-05a - Standard Test Method for Slump of Hydraulic -Cement Concrete 7. ASTM C 150-07 - Standard Specification for Portland Cement 8. ASTM C260-06 - Standard Specification for Air -Entraining Admixtures for Concrete 9. ASTM C618-05 - Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete 10. ASTM C685/C685M-07 - Standard Specification for Concrete Made by Volumetric Batching and Continuous Mixing 11. ASTM C1077-07 - Standard Practice for Laboratories Testing Concrete and Concrete Aggregates for Use in Construction and Criteria for Laboratory Evaluation 12. ASTM D75-03 - Standard Practice for Sampling Aggregates 13. ASTM D558-04 - Standard Test Methods for Moisture -Density (Unit Weight) Relations of Soil -Cement Mixtures 14. ASTM D4318-05 - Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soil 15. ASTM D4832-02 - Standard Test Method for Preparation and Testing of Controlled Low Strength Material (CLSM) Test Cylinders Project Special Provisions - Page 39 of 48 SECTION 3123 23 CONTROLLED LOW -STRENGTH MATERIAL PART2-PRODUCTS 2.1 MATERIALS A. Portland Cement: Portland cement shall conform to the requirements of ASTM C150, Type V. If for any reason, cement becomes partially set or contains lumps of caked cement, it shall be rejected. Cement salvaged from discarded or used bags shall not be used. B. Fly Ash: Fly Ash shall conform to ASTM C618, Class F. C. Fine Aggregate (Sand): Fine aggregate shall conform to the requirements of CDOT 703.01 D. Water: Water used in mixing shall be free of oil, salt, acid, alkali, sugar, vegetable matter, or other substances that may degrade the quality or perfonnance of the finished product. PART 3 - EXECUTION 3.1 MIX DESIGN A. Proportions: Contractor shall submit to the City of Fort Collins Engineer a mix design including the proportions and source of materials, admixtures, and dry cubic yard batch weights. B. Compressive Strength: CLSM shall be designed to achieve a 28-day compressive strength of 50 to 300 psi when tested in accordance with ASTM C39. There should be no significant strength gain after 28 days. Test specimens shall be made in accordance with ASTM D4832. C. Consistency of the fresh mixture shall be such that the mixture may be placed without segregation. A desired consistency may be approximated by filling an open-ended 3 inch diameter cylinder, 6 inches high to the top, with the mixture and the cylinder immediately pulled straight up. The correct consistency of the mixture will produce an approximate 8 inch diameter circular -type spread without segregation. Adjustments of the proportions of materials should be made to achieve proper solid suspension and flowable characteristics, however the theoretical yield shall be maintained at 1 cubic yard for the given batch weights. 3.2 TESTING LABORATORY A. The laboratory used to develop the mix design shall meet the requirements of ASTM C1077 including accreditation. Accreditation shall include all test procedures required to develop the mix design. A certification signed by the manager of the laboratory stating it meets these requirements shall be submitted to the Engineer. The certification shall contain as a minimum: Qualifications of personnel: laboratory manager, supervision technician and testing technicians. 2. A listing of equipment, including current calibration records, to be used in developing the mix. A copy of the laboratory's quality control system. 4. Evidence of participation in a proficiency sample program. Evidence of accreditation by a nationally recognized laboratory accreditation organization. Project Special Provisions - Page 40 of 48 SECTION 3123 23 CONTROLLED LOW -STRENGTH MATERIAL 3.3 PLACEMENT A. Placement: CLSM may be placed by any reasonable means from a mixing unit into the space to be filled. Agitation is required during transportation and waiting time. Placement shall be performed in such a manner that structures or pipes are not displaced from their desired final position and intrusion of CLSM into undesirable areas is avoided. The material shall be brought up uniformly to the fill line shown on the plans or as directed to the Engineer. Each placement of CLSM shall be as continuous an operation as possible. If CLSM is placed in more than one layer, the base layer shall be free of surface water and loose or foreign material prior to placement of the next layer. B. Limitations of Placement: CLSM shall not be placed on frozen ground. Mixing and placing may begin when the air or ground temperature is at least 35 degrees F and rising. At the time of placement, CLSM shall have a temperature of at least 40 degrees F. Mixing and placement shall stop when the air temperature is 40 degrees F and falling or when the anticipated air or ground temperature will be 35 degrees F or less in the 24-hour period following proposed placement. 3.4 CURING AND PROTECTION A. Curing: The air in contact with the CLSM should be maintained at temperatures above freezing for a minimum of 72 hours. If the CLSM is subjected to temperatures below 32 degrees F, the material may be rejected by the Engineer if damage to the material is observed. B. Protection: The CLSM shall not be subject to loads and shall remain undisturbed by construction activities for a period of 48 hours or until a compressive strength of 15 psi is obtained. Contractor shall be responsible for providing evidence to the Project Manager that the material has reached the desired strength. Acceptable evidence shall be based upon compressive tests made in accordance with paragraph 3.1.B. 3.5 ACCEPTANCE A. Acceptance of CLSM delivered and placed as shown on the plans or as directed by the Project Manager shall be based upon mix design approval and batch tickets provided by Contractor to confirm that the delivered material conforms to the mix design. Contractor shall verify by additional testing, each 5,000 cubic yards of material used. Verification shall include confirmation of material proportions and tests of compressive strength to confirm that the material meets the original mix design and the requirements of CLSM as defined in this specification. Adjustments shall be made as necessary to the proportions and materials prior to further production. END OF SECTION 31 23 23 Project Special Provisions - Page 41 of 48 SECTION 00020 INVITATION TO BID SECTION 33 05 23.13 UTILITY HORIZONTAL DIRECTIONAL DRILLING PART IGENERAL 1.1 SUMMARY A. Section Includes: 1. Excavation and backfill for approach trenches and pits. 2. Horizontal directional drilling. 3. Pipe and accessories. 4. Testing of pipe B. Related Sections: 1. SECTION 31 23 16.13 — Trenching 2. SECTION 31 23 23 — Controlled Low -Strength Material 1.2 REFERENCES A. ASTM International: 1. ASTM F2160 Standard Specification for Solid -Wall High Density Polyethylene (HDPE) Conduit Based on Controlled Outside Diameter (OD). 2. ASTM F2176 — Standard Specification for Mechanical Couplings Used on Polyethylene Conduit, Duct and Innerduct. 3. ASTM F2620-09eI — Standard Practice for Heat Fusion Joining of Polyethylene Pipe and Fittings B. National Utility Contractors Association: 1. NUCA - HDD Installation Guidelines. 1.3 DESIGN REQUIREMENTS A. Design Criteria: 1. Drilling Steering System: Remote with continuous electronic monitoring of boring depth and location. 2. Directional Change Capability: 90 degree with 35 foot radius curve. 4. Ratio of Reaming Diameter to Pipe Outside Diameter: a. Nominal pipe diameter of 6 inches and smaller: 1.5 maximum. b. Nominal pipe diameter larger than 6 inches: Submit recommended ratio and reaming procedures for review. 1.4 SUBMITTALS A. Shop Drawings: Project Special Provisions - Page 42 of 48 SECTION 33 05 23A3 UTILITY HORIZONTAL DIRECTIONAL DRILLING I Submit technical data for equipment, method of installation, and proposed sequence of construction. 2 Include information pertaining to pits, dewatering, method of spoils removal, equipment size and capacity, equipment capabilities including installing pipe on radius, type of drill bit, drilling fluid, method of monitoring line and grade and detection of surface movement, name plate data for drilling equipment, and mobile spoils removal unit. 3 Include number and sizes of conduits to be bored and the depth of each bore. 4 Submit shop drawings to City of Fort Collins Engineer and Burlington Northern Santa Fe (BNSF) railroad for approval prior to beginning any work. B. Product Data: I Identify source of water used for drilling. 2 Submit copy of approvals and permits for use of water source. C. Installer Qualifications: Submit history of previous work completed of equivalent nature and scope. Include qualification and experience of key personnel. D. Manufacturer's Certificate: Certify products meet or exceed specified requirements. 1.5 CLOSEOUT SUBMITTALS A. Project Record Documents: As part of the closeout submittal provide a set of redline as -built drawings of all directional bores. Include the following information: 1 Identify and describe unexpected variations to subsoil conditions or discovery of uncharted utilities. 2 Record actual depth of pipe at 25 feet intervals. 3 Record actual horizontal location of installed pipe. 4 Show depth and location of abandoned bores. 5 Record depth and location of drill bits and drill stems not removed from bore. 1.6 QUALITY ASSURANCE A. Perform work in accordance with the following: l NUCA HDD Installation Guidelines. 2 ASTM F1962. B. Maintain one copy of documents on site. 1.7 QUALIFICATIONS A. Installer: Company specializing in performing work of this section with minimum 5 years documented experience. l Work Experience: Include projects of similar scope and conditions. Project Special Provisions - Page 43 of 48 SECTION 33 05 23.13 UTILITY HORIZONTAL DIRECTIONAL DRILLING 2 Furnish list of references upon request. 1.8 DELIVERY, STORAGE, AND HANDLING A. Provide temporary end caps and closures on piping and fittings until pipe is installed. B. Protect pipe from entry of foreign materials and water by temporary covers, completing sections of work, and isolating parts of completed system. C. Accept products on site in manufacturer's original containers or configuration. Inspect for damage. Damaged material shall be rejected and replaced. D. Use shipping braces between layers of stacked pipe. Stack piping lengths no more than three layers high. E. Store field joint materials indoors in dry area in original shipping containers. Maintain storage temperature of 60 to 85 degrees F. F. Support pipes with nylon slings during handling. 1.9 ENVIRONMENTAL REQUIREMENTS A. Conduct operations so as not to interfere with, interrupt, damage, destroy, or endanger integrity of surface or subsurface structures or utilities, and landscape in immediate or adjacent areas. PART 2 PRODUCTS 2.1 DRILLING FLUID A. Drilling Fluid: Liquid bentonite clay slurry; totally inert with no environmental risk. 2.2 PIPE A. Polyethylene Pipe: ASTM F2160: 1 Fittings: ASTM F2176. 2 Joints: ASTM F2620, butt and socket fusion. 2.3 FILL MATERIALS A. Backfill: Excavated subsoil or granular fill. 2.4 WATER SOURCE A. Water: Potable. 2.5 UNDERGROUND PIPE MARKERS A. Trace Wire: Electronic detection materials for non-conductive piping products. I 12 gage, solid, bare copper wire. Project Special Provisions - Page 44 of 48 SECTION 33 05 23.13 UTILITY HORIZONTAL DIRECTIONAL DRILLING 2.6 GROUT A. Fill and Seal Grout at Pipe Ends: Mortar proportioned as described below. Do not add more water than is necessary to make a workable mixture. 1 Mix No. 1: 1 part Portland cement, 1/4 part hydrated lime, 3-3/4 parts mortar sand (maximum). 2 Mix No. 2: 1 part Portland cement, I part masonry cement, 6 parts mortar sand (maximum). B. Pressure Grout Mix: One part Portland cement, and six parts mortar sand mixed with water to consistency applicable for pressure grouting. PART 3 EXECUTION 3.1 EXAMINATION A. Verify connection to existing piping system size, location, and invert elevations are in accordance with drawings. 3.2 PREPARATION A. Call local utility line information service indicated on drawings not less than two full working days before performing work. 1. Request underground utilities to be located and marked within and surrounding construction areas. B. Locate, identify, and protect utilities indicated to remain from damage. C. Notify utility company to remove and relocate utilities. D. Identify required lines, levels, contours, and datum locations. E. Protect plant life, lawns, rock outcroppings and other features remaining as portion of final landscaping. F. Protect bench marks, survey control points, existing structures, fences, sidewalks, paving, and curbs from excavating equipment and vehicular traffic. G. Establish minimum separation between utilities in accordance with applicable code. H. Establish pipe elevations with not less than 3 feet of cover. 3.3 DEWATERING A. Dewater as specified in Section 321 23 16.13 — "Trenching'. B. Intercept and divert surface drainage, precipitation, and groundwater away from excavation through use of dikes, curb walls, ditches, pipes, sumps or other means. C. Develop and maintain substantially dry sub grade during drilling and pipe installation. D. Comply with state and municipal requirements for discharging water to watercourse, preventing stream degradation, and erosion and sediment control. Project Special Provisions - Page 45 of 48 SECTION 33 05 23.13 UTILITY HORIZONTAL DIRECTIONAL DRILLING 3.4 EXISTING WORK A. Maintain access to existing facilities and services indicated to remain. Modify pipe installation to maintain access to existing facilities. 3.5 EXCAVATION A. Excavate subsoil as specified in Section 31 23 16.13 — Trenching. B. Excavate approach trenches and pits in accordance with shop drawings and as site conditions require. Minimize number of access pits. C. Provide sump areas to contain drilling fluids. D. Install excavation supports as specified in Section 31 23 16.13. E. Restore areas after completion of drilling and carrier pipe installation. 3.6 DRILLING A. Drill pilot bore with vertical and horizontal alignment as indicated on shop drawings. B. Guide drill remotely from ground surface to maintain alignment by monitoring signals transmitted from drill bit. 1 Monitor depth, pitch, and position. 2 Adjust drill head orientation to maintain correct alignment. C. Inject drilling fluid into bore to stabilize hole, remove cuttings, and lubricate drill bit and pipe. D. Continuously monitor drilling fluid pumping rate, pressure, viscosity, and density while drilling pilot bore, back reaming, and installing pipe to ensure adequate removal of soil cuttings and stabilization of bore. 1 Provide relief holes when required to relieve excess pressure. 2 Minimize heaving during pullback. E. Calibrate and verify electronic monitor accuracy during first 50 feet of bore in presence of Engineer before proceeding with other drilling. Excavate minimum of four test pits spaced along first 50 feet bore to verify required accuracy. When required accuracy is not met, adjust equipment or provide new equipment capable of meeting required accuracy. F. After completing pilot bore, remove drill bit. 3.7 DRILLING OBSTRUCTIONS A. When obstructions are encountered during drilling, notify Engineer immediately. Do not proceed around obstruction without Engineers approval. B. For conditions requiring more than 3 foot deviation in horizontal alignment, submit new shop drawings to Engineer for approval before resuming work. Project Special Provisions - Page 46 of 48 SECTION 33 05 23.13 UTILITY HORIZONTAL DIRECTIONAL DRILLING C. Maintain adjusted bore alignment within easement or right-of-way. 3.8 PIPE INSTALLATION A. After completing pilot bore, remove drill bit. Install reamer and pipe pulling head. 1. Select reamer with minimum bore diameter required for pipe installation. B. Attach pipe to pipe pulling head. Pull reamer and pipe to entry pit along pilot bore. C. Inject drilling fluid through reamer to stabilize bore and lubricate pipe. D. Install piping with horizontal and vertical alignment as shown on drawings. E. Protect and support pipe being pulled into bore so pipe moves freely and is not damaged during installation. F. Do not exceed pipe manufacturer's recommended pullback forces. G. Install trace wire continuous with each bore. Splice trace wire only at intermediate bore pits. Tape or insulate trace wire to prevent corrosion and maintain integrity of pipe detection. 1 Terminate trace wire for each pipe run at structures along pipe system. 2 Provide extra length of trace wire at each structure, so trace wire can be pulled 3 feet out top of structure for connection to detection equipment. 3 Test trace wire for continuity for each bore before acceptance. H. Provide sufficient length of pipe to extend past termination point to allow connection to other pipe sections. I. Allow minimum of 24 hours for stabilization after installing pipe before making connections to pipe. J. Mark location and depth of bore with spray paint on paved surfaces, and wooden stakes on non -paved surfaces at 25 foot intervals. 3.9 SLURRY REMOVAL AND DISPOSAL A. Contain excess drilling fluids at entry and exit points until recycled or removed from site. Provide recovery system to remove drilling spoils from access pits. B. Remove, transport and legally dispose of drilling spoils off site. 1 Do not discharge drilling spoils in sanitary sewers, storm sewers, or other drainage systems. 2 Notify the Engineer if contaminated soils are discovered. C. When drilling fluid leaks to surface, immediately contain leak and barricade area from vehicular and pedestrian travel before resuming drilling operations. D. Complete cleanup of drilling fluid at end of each work day. 3.10 BACKFILL A. Install backfill and compact as specified in Section 31 23 16.13. Project Special Provisions - Page 47 of 48 SECTION 33 05 23.13 UTILITY HORIZONTAL DIRECTIONAL DRILLING B. Backfill approach trenches and pits with subsoil fill to contours and elevations indicated on Drawings or of surrounding existing grade. 3.11 ERECTION TOLERANCES A. The following tolerances are from positions submitted by Contractor and approved by City of Fort Collins Engineer and BNSF railroad. B. Maximum Variation From Horizontal Position: 12 inches. C. Maximum Variation From Vertical Elevation: 2 inches. D. Minimum Horizontal and Vertical Clearance from Other Utilities: 12 inches. E. When pipe installation deviates beyond specified tolerances, abandon bore, remove installed pipe, re -bore, and reinstall pipe in correct alignment. F. Fill abandoned bores greater than 3 inches in diameter with grout or flowable fill material. 3.12 FIELD QUALITY CONTROL A. Compaction testing: As specified in Section 31 23 16.13. B. When tests indicate work does not meet specified requirements, remove work, replace and retest. 3.13 CLEANING A. Upon completion of drilling and pipe installation, remove drilling spoils, debris, and unacceptable material from approach trenches and pits. Clean up excess slurry from ground. B. Restore approach trenches and pits to original condition. C. Remove temporary facilities for drilling operations. END OF SECTION 33 05 23.13 Project Special Provisions - Page 48 of 48 SECTION 03500 PROJECT MAPS Downtown Conduit Backbone and Laterals N Vicinity Map - Downtown Conduit Backbone and Laterals CHERRY ST 5� 6) MAF LE ST �O O N W W OlO� LAPOR EAVE w ? W O AFT H O = U O z w z �G9 GSA �FA z LU P w T IMBLE T i �G z W MOUI ITAIN AVE E MOUNTAI AVE �2 F� SRO W OAK 3T w E OAK ST J a W W ti J LL PJ� O. W OLI IE ST z E OLIVE ST GP N Ul z O 2 MAGN )LIAST O EM GNOLIA ST w O F U O W Z W = ( W g WLU O U J d' T W W W a m MULBERRY S E MUL 3ERRN ST W WMYIZTLESTI I I E MYRTLE ST W LA REL ST E LAU EL ST City of City of Ft. Col I i ns MmCo�nS 281 North College Ave /,^ \ FORT COLLINS, COLORADO 80524 (970) 221-6605 MASON CORRIDOR DOWNTOWN CONVERSION VICINITY KEY MAP O STATION/STOP LOCATION MASON CORRIDOR SHEET u SEGMENT u EC04 EC07j EC10 1 E01/1EC17 01 02 , 03 OS ,04� 'nee' nevlslons MASON CORRIDOR BRT Dote: cameras In ii. . awq cM a, Fort�Cotlins I¢I NORTH COLLEGC AVENUE 165 5. UNION ELVO.. STC. 200 o Q O ToaT CowNs. Co eos22 LMEw o, co 0022¢ o2nan. ssos 12o.51 .uaa 1101 mx IT. SIT 110 O ENVEN. uco eG202 5otnnau ---- DOWNTOWN CONVERSION COVER SHEET AND CORRIDOR MAP Project No. No Revlslans: N/A Ft. Collins: 7073 RCV i5C0: N/A Designer: -- SirUC1W¢ Detallen NuMers Void: N/A Sheet NuMer Sheet Subset: $TA.C)MM. I Subset Sneers: EC 01 of 28 SECTION 00020 INVITATION TO BID Date: July 15, 2011 Sealed Bids will be received by the City of Fort Collins (hereinafter referred to as OWNER), at the office of the Purchasing Division, 3:00 P.M., our clock, on August 8, 2011, for the Downtown Conduit Backbone and Laterals; BID NO. 7263. 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 7263. The Work includes excavation, installation, backfill, traffic control and surface restoration of a multiple conduit duct bank in downtown Fort Collins related to the two-way conversion of Mason Street and the MAX Bus Rapid Transit Project. In addition to the City conduit system, conduits and vaults are being included for the Burlington Northern Santa Fe Railroad (BNSF). The conduit duct bank shall consist of a combination of joint trench and directional boring along Mason Street with multiple crossings of City intersections and the BNSF Railroad at and between the intersections of Laurel, Myrtle, Mulberry, Magnolia, Olive, Oak, Mountain, Laporte, and Maple. Elements include 2 inch, 3 inch, and 4 inch PVC conduit; 2 inch, 3 inch, and 4 inch HDPE conduit; conduit bends, fittings, vaults and handholes; trenching, flow filling of trenches and bores under streets and railways; direction boring; surface restoration of sidewalks and other hardscapes and landscapes; and all miscellaneous materials required to complete the work, including all labor, materials, equipment, and traffic control. Federal requirements and Davis -Bacon wages apply. Work shall be complete by October 31, 2011. All Bids must be in accordance with the Contract Documents on file with the City of Fort Collins, 215 North Mason St., 2nd floor, Fort Collins, Colorado 80524. The DBE contract goal for this project is 10%. A prebid conference and job walk with representatives of prospective Bidders will be held on July 25, 2011 at 2:00 pm at 215 N Mason in the Community Room. Prospective Bidders are invited to present their questions relative to this Bid proposal at this meeting. Questions concerning the scope of the project should be directed to Project Manager, Erika Keeton at (970) 221-6521 or ekeetona,fc og v.com. Questions regarding bid submittal or process should be directed to John Stephen, CPPO, LEED AP, Senior Buyer, at (970) 221-6777 or istenhenPfc og v.com. SHEET W, LAYOUTS - SHEET TITLE SHEET o OETAILS - SHEET TITLEX L KEY ECO1 MIS COVER SHEET AND CORRIDOR MAP EC27 COMMUNICATIONS VAULT DETAILS NORMAL TEXT - SHEET CONTENT(S) CURRENTLY CONTAINS INFORMATION RELEVANT TO SHEET TITLE EC03 MIS INDEX SHEET EC28 COMMUNICATIONS VAULT ENCLOSURE DETAILS " .E Y E i; ('j 'x Ll:i lJ.l E.11•:I "IN N '.,rvAI.I.T U11 i.l NECIFV110 III, iU U "- tlSi. EC03 MIS SYMBOLS LEGEND AND NOTES DP ILHI i1E.N11 N91 OFf iC1ALI.V vINI 61 DDANiFIG IF; EC04 CONDUIT BACKBONE - SEGMENT 01 ECO5 VAULT 6 WIRING DETAIL - SEGMENT 01 EC06 VAULT AND CONDUIT DETAILS - SEGMENT 01 EC07 CONDUIT BACKBONE - SEGMENT 02 ECOB VAULT & WIRING DETAIL - SEGMENT 02 EGGS VAULT AND CONDUIT DETAILS - SEGMENT 02 EC1O CONDUIT BACKBONE - SEGMENT 03 EC11 VAULT & WIRING DETAIL - SEGMENT 03 EC12 VAULT 5 WIRING DETAIL - SEGMENT 03 EC13 VAULT AND CONDUIT DETAILS - SEGMENT 03 EC14 CONDUIT BACKBONE - SEGMENT 04 EC15 VAULT & WIRING DETAIL - SEGMENT 04 EC18 VAULT AND CONDUIT DETAILS - SEGMENT 04 EC17 CONDUIT BACKBONE - SEGMENT 05 ECIB VAULT 6 WIRING DETAIL - SEGMENT 05 EC15 VAULT AND CONDUIT DETAILS - SEGMENT 05 EC20 LAUREL STREET ENLARGED INTERSECTION PLAN EC21 MULBERRY STREET ENLARGED INTERSECTION PLAN EC22 OLIVE STREET ENLARGED INTERSECTION PLAN EC23 OAK STREET ENLARGED INTERSECTION PLAN EC24 MOUNTAIN AVENUE ENLARGED INTERSECTION PLAN EC25 LAPORTE AVENUE ENLARGED INTERSECTION PLAN EC26 MAPLE STREET ENLARGED INTERSECTION PLAN 1401 lilx 51. SIC 610 oexvEx. co e sos.i u.iou ex Print DOte:7/12/2011 g Q Sheet Revisions MASON CORRIDOR BRT Glry Ot Fort Collins e , om..-:��' ]BI xe Rlx COLLEGE xVExUE i65 S. UxiOH ¢L V O.ST E. 300 FGeI couws. co eosu uxew000. co eons 970. 22.. 6605 ]30.5 N.IlUO ---- DOWNTOWN CONVERSION INDEX SHEET Project No. File Nome:7073-BRT MISGen-InUexSheet-ECO2.a DOte: Ca ,,te Init. No Rev isl ans: N/A ft. Collins: i0 P3 Ha i2. Sea e: N.T.S. Vert Scale: N/A unit Info'Irotlm unit Leaner Init NIS Revise0: N/A Des lgner -- $VUGtufe NDPDe(5 O O Void: N/A De }O'i Cf: LJ Street NLMdl $ryeel $IIDSC1 $TA.EGMM. $Ue5 e1 $11eeis:EE02 of 28 SYMBOL LEGEND GENERAL NOTES I. MA IALA IN MINIMUM OF 3-0" OF COVER OR 12.POSIr ION DIRECTIONAL BORE PITS 10 2'-0' BELOW BOTTOM OF PAVEMENT MAXIMIZE THE NUMBER OF CONDUITS PER SURFACE. WHICHEVER IS GREATER. ABOVE BORE. WHERE POSSIBLE POSITION BORE Pit ...�-- __ ___.___ __._ � _ SUMMARY OF QUANTITIES ALL CTIO ALNBO IN TRENCHES AND TH 50 THAT SHED POE BORES CAN BE _ 1 !EA RLY CQ N$TR UQFIQN ALL DUCT BOARDS UNLESS OTHERWISE SO THAT ACCOMPLISHED TO MULTIPLE LOCATIONS WITH Cv - COW SPLICE VAULT NOTED. MINIMUM EXCAVATION. I 2. ALL CONAUNICATION PULL VAULTS SHALL 13.000ROINATE WITH BNSF RAILROAD ON ITC NO }DESCRIPTION UNIT - _ BRT -IBNSF ITRAFFIC_1TOTAL HAVE 100 FT. OF 72 COUNT FIBER COILED LOCATION OF CONDUIT STUB UPS FOR NEW --- FAR SLACK STORAGE. REFER TO SHEET OF 1. CONDUIT TO TRACK SENSORS AND SIGNAL 203-00000 (TRENCHING LF 640. 210! 125 975' DETAIL 1. POSTS. — _ __ _—_ _—._—_�.7 j cv - COMM sua STORAGE vauLr 601-00000 CONTROLLED LOW STRENGTH MATERIAL ICV _ _ 640 230 _ 65 _915 IN THE DOWNTOWN CONVERSION AREA. - � A- 3 CABLEFCOILEDNINRTNE VAULSPLICE CEEEN THE RAILROAD BUNGALOWS AT SPECIFIED CORNERS 613-00001 DIRECTIONAL BORING !UP , 1,5151— S�27Q' 1,955 _ _ 11744 1 <.CWfl01NA IE FINAL LOCATION OF NEW BNSF ENCLOSURE COILED NAVE 50 Fr. OF SLACK TH ___- SPLICE ENCLOSURE AND THE CONDUIT. BUNGALOWS SHALL BE INSTALLED BY OTHERS. 613-QQD_2 2" MOPE SOR11 __ _ _ LIF _ 17,192� 1 _ 2,600 19792 REFER TD SHEET CBI. DETAIL 1. 15.000RDInATE WITH THE BNSF RAILROAD AND 613 00003 3 HOPE SOR11_ _ ILF _ I_ S B24 _4,400 10224� HH - COMM HANDHOLE THE CITY OF FORT COLLINS ENGINEERING INE ER NL ON - --'-'—'- - " - - THE FINAL LOCATION OF n6w arvsF vpuu$ 61300004 4 HOPE SORII ILF _ _ a. UNLESS OFF ERWISE INDICATED, CONDUIT AT DOWNTOWN INTERSECTIONS SO AS NOT TO - - - - - - -- L_ �. _ .IF . 322 7322� DUCT BANK IN DOWNTOWN CONVERSION AREA CREATE SIGHT TRIANGLE OBSTRUCTIONS AMU �613 DI.'005 2' PVC SCH 40 ILf $501 11Q 66Q1 SHALL CONSIST OF THE FOLLOWING:ADJACENT—'� ----- I-J_.�-� FOR CONS CONSTRUCTION `—{ 2-2" CONDUITS FOR BAT REVIEW. 61300006 3'PVC SCH 40 �___ I_3251 145J -470 1-2- CONDUIT FOR CSu —__—_ ._ _..___ ____ _ i BP - BORE PIT 1613-00007 14"PVC SCH 40 LF —; 325?--- —_325T .__-j 1-]" CONDUIT FOR BNSF 16.000RDINATE WITH THE CITY OF FORT L _ _ � _ _H '- _A 1-4• CONDUIT FOR BNSF COLLINS TRAFFIC DEPARTMENT DN FINAL 613-00005 �2' VCSCH40�45'RADIUSIOXINTERNALDIA..EA17r I 13 ____30I ADS ITION OF TRAFFIC VAULTS Al DOWNTOWN �_�_� I 5. ALL 90-BEND S SHALL UTILIZE EITHER INTERSECTIONS AND THE FINAL LOCATION OF 1613-00006 3"PVC SCH 40.45'RADIUS lOX NTERNAL DIA.iEA 13 -' F IBERGL ASS OR PVC COATED GRC BENDS. THE NEW TRAFFIC CONTROL LEA AT THE CORNER 1B' _ 31, ALL BENDS SHALL BE SWEPT UTILIZING d OF MASON AND MAPLE. CONTROLLER TO BE -r �r ! ! i BN - 36 XIB" BNSF VA HLi MINIYDN RADIUS IU$ W ID II LE$ THE INSIDE INSTALLED LED BY THE CITY OF FORT COLLINS. 613-00007 Q"PVC SCM 40-45'RADIUS IOX NTERNAL DIA.IEA_ -���. - 133 -1 13' DIAMETER OF THE CONDUIT. 1 r.COLPLTE WITH THE NGIr OF FORT _ __ = T _ _ _�_ 13I 31l 6. CONTRACTOR SMALL SUBMIT SHOP DRAWINGS COLLINS INS MIS NE i[DM ENGINEER FOR THE 16�3-00006 M3 PVC SCH 40-90°RADIUS lOXINTERNAL DIA TEA j 131 _ 1B _ __31!,, I _V_ H40-90 RADIUS IOXINTERNAL DIA EA 17 SHOW[ AG NUMBER AND SIZE OF CONDUIT. FINAL POSITION OF THE BAT COW VAULTS. - LOCATION AND DEPTH OF ALL BORES 613-00007 4 PVCSCH 40-90' RADIUS IOXINTERNAL DIA EA _13 r 13t IF - ]6'X<B" TRAFFIC VAULT CROSSING RAILROAD TRACKS r0 CITY OF IB.REFER TO MIS INFRASTRUCTURE PACKAGE I- � - - - ---I - J --- -- -- 11 11 22 _. FORT COLLINS ENGINEERING AND BNSF FOR FOR ALL FIBER INSTALLATION AND SPLICING �6,13_00013 _ 136"148" _ TEA _ I APPROVAL PRIOR 10 COMMENCING ANY WTAX. INFORMATION PERFORMED UNDER SEPARATE - ---I-_-�� CONTRACT. 613-00010 36"X48"COMMSPLICE VAULT EA 2. ALL VAULTS LOCATED IN THE BHT GUIOEWAV -'- "----- --�'.--- -i SHALL ME PRECAST CONCRETE AND RAZED 19.MAINTAIN A MINIMUM CLEAR DISTANCE OF 6,13-00011 36"X48" COMM SLACK STORAGE VAULT EA 6r 1 6! FOR HEAVY VEHICULAR TRAFFIC. IB INCHES FROM ALL EXISTING UTILITIES.--- -- "-----L--�-"--I �`. IF - I8'X31" TRAFFIC VAULT 613-00014 118"%31_7RAFFIC VAULT EA 1— ._J__ -- B. AL VAULTS LOCATED OFF OF THE BHT ZD.VAULT DINENSIDNS ARE RECOMMENDED 61 15 13"%24' TRAFFIC VAULT _ EAA GUIDEWAY SHALL BE POLYMER CONCRETE MINIMUM SIZE FOR TYPICAL VAULTS. SIZE �__� _ 7 71 VAULTS. WITH DUTER LEDGE i0 BE SET IN VAULTS PER NEC AND INDUSTRY BEST —iEA —r'��"��� CONCAETE SO SLIPPAGE ODES NOT OCCUR. PRACTICES FOR MOWER AND SIZES OF 613-00016 ICOMM HANDHOLE 3 3 —______-___--_._�__._____�._ I _ CONDUITSrERwx4n xc IN VAULTS. IF - 13'X 24" TRAFFIC IC VAULT 9' ALL VAULTS SHALL HAVE AN OPEN BOTTOM 12D}01596 P�THDLNG _ _ ;HR Rr5'r . -. WITH a I.E.H.0OF a INCHES of cD.RSE 21. IT Is ESTIMATED Inei 1s0 uT ILITr 62600000`YIMOBI LIZATION L$—?��--� GRAVEL BELOW THE VAULT FOR DRAINAGE. POTHOLES WILL BE REOUIRED Ox iN 15 _ i _ 1 PROJECT. 6�000IXI f/A TRAFFIC CONTROL —_ LS _-_-_-- _ I --'-- 1O.CONOUIiS ENTERING THE VAULTS SHALL I-- 1. CONTROL—— _ _ .. �_ ENTER FROM BELOW AT A 45 DEGREE ANGLE. 22.COSiS FOR THESE REPAIRS SHALL NOT BE POSITION CCIRCUIT ENTRIES IN CORNERS PAID FOR SEPARATELY. BUT SHALL BE DIAGONALLY ACROSS FROM EACH OTHER. INCLUDED IN THE WORK. II.REPAIR ALL LANDSCAPE. SIDEWALKS. 23.CONTAACrOR IS RESPONSIBLE FOR CURBS ANo GUI r ERS. AND STREETS CONSTRUCTION TRAFFIC CONTROL. REFER 10 DISTURBED OR DAMAGED AS A RESULT OF SECTION 630 OF THE PROJECT SPECIAL EXCAVATION AND DIRECTIONAL BORING. AS PROVISIONS FOR REOUIREMENr S. PER LCUASS OR PER INSPECTORS DIRECTIONS IF TO BE TEMPORARILY 24.LOCArIONS OF UNDERGROUND UTILITIES AS REPAIRED IN ADVANCE OF BHT FINAL SHOWN ON THE PLANS WERE TAKEN FROM THE IMPROVEMENTS. RECORDS OF THE CONTROLL INC AGENCIES OR rROM AGENCY MARKING, IN n¢ FIELD. -VA, THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR COMPLETENESS OR ACCURACY.'/A° THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXISTENCE AND/OR LOCATION OF ALL UNDERGROUND UTILITIES AND CONSTRUCTION. IN THE RESOLUTION DF ANY CONFLICTS PRIOR 10 THE COMMENCEMENT OF CWS1AUCil Ox. 25.ALL TRAFFIC CONDUIT SHALL TERMINATE IN TRAFFIC VAULTS. ALL BASE CPVDUITS SHALL IN TERMINATE IN BNSF VAULTS. AND ALL BHT 11.1 III. Sr. SIT file AND CSU CONDUITS SHALL TERMINATE IN BAT DEHVEA. ee 6OTCX A ULr S. 303n u.1au Print aAXA:7/12/2011 Sheet Revisions MASON CORRIDOR BRIT ---- DOWNTOWN CONVERSION Project No. File NScY IA; T3-BR i_ MISGen_L egen SCGIC: _EC03 Owq Dote: CamBn}s Inii. HDr iz. SCOIe:N. i.S. Vert. Sw le: N/A"Y IN Unit InfirEenllm ® No Revisions: SYMBOLS LEGEND Arv0 NOTES Ft. C01IIns: 7073 unit LDDaeF Imlie!s p -Fort Colllns u NORTH flevise0: Designer: -- StrEcture! O 2e1 NORTH COLLINS.CC 522 1e5 s..C. ..1 sl[. zoo petOi Ter: Li NUROers TORT s. co eoszz 72051410. co eox2e O Bx0.4ZL6605 2xovN.uoO voi0: Sneer $UDSe}: STA.CDMM. ISNI Sheets: EC03 of 28 Sneei Nueoer MASON CORRIDOR FIBER BACKBONE soa1.:1 •.40•-0• CONDUIT AND WIRING SCHEDULE CONDUIT NEW WIRE REMARKS Q CONDUIT SIZE FIBERFIBERF IBERFI BER PULL INHER 12CT 24CT <BCT 72CT TAPE DUCT 1-2" HOPE SORI1 NEW - - - I 3 - 2-2" BRT 1-2" CSU 1 1-3" HOPE SON 11 NEW - - - - 1 - FOR BNSF FOR 0 CONSTRUCTION NOTES I. DIRECTIONAL BORE FROM TRAF VAULT LV01 TD tR Pf VAULT LV04. xAND TRENCH FROM TV0A TO CV30 AND BN2G. 2. DIRECTIONAL BOB FROM THAT VAULT TV01 TO I AF VAULT IV02. 3. DIRECTIONAL BORE FROM COMM VAULT CV30 TC CDMM VAULT CV31. HAND TRENCH TO TRAF AND BNSF VAULTS AT EACH Edo OF DIRECTIONAL BORE. 4. DIRECTIONAL BORE FROM COMM VAULT CV31 TO CDMM VAULT CV32. 5. DIRECTIONAL BORE FROM COMM VAULT CV32 1G CO. VAULT CV33 ON SHEET ECOT. 6. DIRECTIONAL BORE FROM TRAF VAULT TV03 TO TRAF VAULT TV02 T. STUB CONDUIT DUCT BANK EFT. SOUTH OF TV01. LABEL ENOS OF CONDUITS. S. DIRECTIONAL BORE FROM BNSF SIGNAL POLE ON NORTHWEST CORNER OF LAUREL AND MASON TO BNSF TRACK SENSOR ADJACENT TO WEST SIDE OF TRACKS. NORTH OF LAUREL ST. 9. DIRECTIONAL BORE FROM BNSF VAULT BN28 TO BNSF PROVIDED BUNGALOW. I0.01RECTIONAL BORE FROM BNSF SIGNAL POLE ON NORTHWEST CORNER OF LAUREL A N 0 MASON TO BNSF SIGNAL POLE ON NORTHEAST CORNER. I1.DIRECTIONAL BORE FROM BNSF BUNGALOW TO BNSF SIGNAL POLE ON SOUTHWEST CORNER OF LAUREL ANO MASON. 12.01RECTIONAL BORE FROM BNSF BUNGALOW TO BNSF SIGNAL POLE ON SOUTHEAST CORNER OF LAUREL AND MASON. 13.DIRECTIDNAL BORE FROM BNSF SONGAL OW TO BNSF TRACK SENSOR ADJACENT TO WEST SIDE OF TRACKS SOUTH OF LAUREL ST. 6 2-3- HOPE SORII NEW 2-2- HOPE SORT' NEW - - - - - - - - I I - - FOR BNSF FOR BNSF 4 Y L r— III••Y�Y••1u�s••1,] •■III 14a1 111. sI. SIC "a S0S_Z1J.1 O15 , 4-2' HOPE $OFT 11 NEW I-3_ HOPE $pR 11 NEw HBP R 11 NEw 1 - - - - - - - - - - - ] - - - - - ]-2" BRIT 1-2" CSU I -FOR BNSF I FOR BNSF CALL UNCC 1.N'TVI-4' BEFORE vOUOIG .na x.u.:.ax,. •six. �..,:.:.. a.:,:u..s n.x.e ..x..e e..a, r 1-800-92`2-1987 .+...,:a. u_...,.x r...®:-:..x. e,:.:,. w... ,. m r,x xx•..., a...:..:.. B 1- PV H < W I - - - - - FOR TReF 9 2-2" HOPE SORTI NEW J-3' HOPE SOP11 NEw - - - - 2 ] - FOR TRAFFIC FOR LRAFF IC Frr1t Date:7/13/2011 O Sheet Revisi0ns MASON CORRIDOR BRT clrf FortCotgns ""•`� N09TN CpLLEGE 1V[N KS 5. Il xipx BL VpSIC. Z0O FO PI COLLWS. CO 50522 9Z0.121.6605 )ZO.SM i1O0 ---- DDwNTOWN CONVERSION CONDUIT BACKBONE (SEGMENT 011 Project No. File Nome:T0T3-BRT mISF DerBackoone-EC04.0 pate: [amems In it. rRBUEE FL LpIIInS: ,B,] Horl, Scal E:1"40' Vert. Scale: N/A On It Infoenti. unit Leader Initlpls Designer. -- StrTel Detailef: LJ NII NVA $I1EEt NUROEf She¢i SUDS¢(: $iA.CBMM. SuOS¢1 Shee15: EL04 OF $B TO TV02 SHEET ECO4 TO CV31 SHEET EC04 NEW 12CT 1 TRAFFIC VAULT TOOL COMM VA Li CV30 C6I By OTHERS 0' NEw NEw TO TV04 TO CV29 4BCT 50' 0' 12CT TO LAUREL SHEET EC04 By OTHERS NEW NB COMM 72CT SB, S� CABINET SH ET EL09 2t STA. 221 �89 STA. 223.10 TO TV04 SHEET EC04 �TRAF VAULT n COMM VAULT `f Sca le: x. T. S. SCo:e: N.T.S. TO BN27 SHEET EC04 BNSF VAULT BN26 OBNSF VPULi BN2I BN5( i0 THER S BN 2B i0 BN29 By OTHERS SHEET ECO4 SHEET EC01 STA. 223TCi $TA. 222+96 TO BN26 SHEET EC04 r,--,BNSF VAULT BNSF VAULT sco re: R. T. s. sea I. N.T.s. ryjqqmwu 50' TD CV30-SHEET EC04 `J Cl OMM VAULT `J SC .x.T.S. OMM VAULT CV 32 By OTHERS Ew NEW LO CV32 Tp CVl1 T2CT TO CV33 SHEET EC04 SHEET EC04 1 SHEET ECOT U TO WESTTO BN27 LAURELSHEET EC04 BUNGALOW BNSF VAULT Y.U.: x. T. 6. Ew 13CT TO LAUREL SB COMMUNICATIONS CABINET /1COMM VAULT Scale:x. 1. 5. TRAFFIC VAULT TWO )2 C04 STA. 222H9 TO TV04 SHEET EC04 �TRAF VAULT sam.: x.vs. L TO TV01 SHEET EC04 `r.'�JITRAF VAULT `/ Sca" N.T.S. TO TVO1 SHEET EC04 TO LAUREL TRAFFIC CABINET SHEET EC04 10 ��Scol eT"F VAULT v : N. :V30 I BEFORE YOU DIG 1-000-922 -t9Bi ® L:oLo.P :SE ..:...x... :a,..nu u...:mn.v .n..n.��i.o.1.. ,u ....,:u n..:..:.u.o x.m..�.. 140 17TH ST. STE610 DExvER. DZ ED e 30 nu. ➢ A Print Date:7/12/2011 Sheet Revisions MASON CORRIDOR CO� Of !��-E��rt ." .Fort Collins Tom' ]e1 NORTH COLLEGE AVExUE FO0.I3C66OI55, D BD 53] BRT --+�-^-�1 =1_fi-� 1 165 5. uwpx BL VD., SIC. 3D0 LZ OEUWOO OO CD BD2I0 "" DOWNTOWN CONVERSION VAULT 8 WIRING DETAILS (SEGMENT Ot l Project No. File Nor :i013-BRT-MISFIUerBocNDo ee-ECO5.0 Hpriz. SLOIe:en Vert. SCDIr N/A OD ter Camen*s Unit. NO Revi si Dns: N/P Ft. Collins: 1013 Unit Inflrrlmtim Unit leader IT Ti D is O ReVi5e:1: N/A Oes i9ner: - StruciurC O C=) EN Detni err L.l NUTEArs WOi O: NIA 5nee1 5uDe6 t: BTA. COMM. $uesei 511eets: EC05 of 28 Sheet NO110er 3' BNSf exza ]' BNBF eN21 3' BNSF ]' BxSi STA. 221•B6 N' BNlF ST1. 222 A6 4" Bx6f BBNSi NA"" ]' BNsi j9NSF A' B]F ATS - FIRST LAUREL BT TO LAUREL L 1W02 STA. 22t•B9 TW03 SL. 222 •S2 CW]t STA. 221�00 CW32 SL. 2N •19 2' ART 2' BAT 2" TRAF M M 2' SAT 2" SAT 2' TRAF w 2" CSU W 2' CSU ]' TRAF 3' TRAF IN IN 0 0 g � 7 S. MASON S1 § x Bx26 STA. 223.01 ]" BNBf i ~ i i i ~ ~ ~ i i i i ~ ~ ~ ~ CV30 STA. 223.10 3" BAY 2" ART 2" BAT 2' SAT 2' TRAF IIV\/\/VII '"I2" 2' CSU T ART STA. 22149 2' IRAi STA. 2' [SU ]' IRAi T7RAFTRAF 3' IRAF 2' LAUREL NB IO STATION 2' LAUREL NB SIAI1011 �L y,LAURELTRCABIxEI 1<0l lox IT. STE slo Dexvee. L0o nT' >m.5n Print Raters/12/2011 � Q Sheet Revisions MASON CORRIDOR BRT ptl el FOit COtlIIlS e . 1O0% Submittal DOWNTOWN CONVERSION VAULT e CONDUIT DETAILS (SEGMENT DII Project No. EC06.4 file NSEUIT: i3-BRT MISF iDerBoct, Oote: CGmnenfs nit. rva Rev is. ons: N/A Ft Collins: IIJ ]3 NDri z. $Cale: N/A Vert. Style: wA S.I Nnif Inla-Imilm Unit leader Initials Cesi goer: -- Strut floe O O lel NORM COLLEGE AVENUE 165 S. UNION eLWD., SIC. 20 TORT LO LLIVS. CO BDSIf LIMEW000. CO BOi 30 970.I21.6005 7205141100 Rev ise0: N/a NUROerS WOi O: N/P NQ f Oi Qf: LJ $I1QQ} NUIIDOf $n QQ} $UD SQ f: $TA.CDMM. SW 58t $IIB¢i S: EI.06 Of 28 CONDUIT AND WIRING SCHEDULE CONDUIT NEW WIRE I REMARKS Q CONDUIT SIZE FIBER F IBERFI BERFISER PULL INNER 12CT 24CT 48CT $2CT TAPE DUCT -2- HOPE SORT NEW - - 1 3 - 2-2' SRI 1-2- CSU 1 1-3- HOPE SORT NEW - - - - I - FOR BNSF I-4" HOPE SORT NEW I FOR BNSF 2 2-2" HOPE SDR11 NEW - - - - 2 - FOR TRAFFIC 2-3" HOPE SORT NEW 2 FOR TRAFFIC 3 1-2" HOPE SORT NEW 1 FOR BRT 4 I-3" HOPE SORI1 NEW 1 FOR BNSF 5 2-2" PVC SCH 40 NEW I I FOR BRT 6 I-4' HDPE SDRI1 NEW t fOR BNSF T 2-3' HDPE SDR11 NEW - - - - 2 - FOR BNSF 2-4" HOPE SDR11 NEW - - - - 2 - FOR BNSF 8 l-3" HOPE SORtt NEW - - - - 3 - FOR TRAFFIC NDPETRAFFIC 10 2-2" HDPE SOfllt NEW 3 - FOR TRAFFIC 3-3" MOPE SDR11 NEX 2 - fOR TRAFFIC SEE SHEET ECOS FOR CONDUIT AND WIRING SCHEDULE CALL ORUI C^ BEFE x0U DIG r0 t, nxiI- OO-922-1987 Sheet Revisions MASON C( CCkOone-ECOI.d Date: Ca ,,ts IT t. Vert. SLale: N/A I Unit Leer nificis o For"tCCoLlin�s O 20r xOR tx COLLEGE AIDILE O fORI LOLL WS. CO 50522 9I0.]21, 6605 ®®ffili� O CONSTRUCTION NOTES 1. DIRECTIONAL BORE FROM COMM VAULT C V32 ON SHEET EC04 TO COMM VAULT CV33. 2. DIRECTIONAL BORE FROM COMM VAULT CV33 10 CCMM VAULT CV34. HAND TRENCH FROM CV33 TD TVO6 AND BN29. HAND TRENCH FROM CV34 10 TVOT. J. DIRECTIONAL CORE FROM COMM VAULT CV33 TO HH01. HAND TRENCH TO TRAIT VAULT TV05. AND TRAF VAULT TV06. A. DIRECTIONAL BORE FROM COMM VAULT CV34 TO COMM VAULT CV35. S. DIRECTIONAL BORE FROM HH01 TO COMM VAULT CV35 AND HAND TRENCH TO TRAF VAULTS ON EACH END OF DIRECTIONAL BORE. 6. DIRECTIONAL BORE FROM COMM VAULT CV3A TO COMM VAULT CV36 ON SHEET EC10. T. DIRECTIONAL BORE FROM BNSF SIGNAL POLE ON NORTHWEST CORNER OF MULBERRY AND MASON TO BNSF TRACK SENSOR ADJACENT TO WEST SIDE OF TRACKS. NORTH OF MULBERRY ST. 8. DIRECTIONAL BORE FROM BNSF VAULT BN29 TO BNSF PROVIDED BUNGALOW, 9. DIRECTIONAL BORE FROM BNSF SIGNAL POLE ON NORTHWEST CORNER OF MULBERRY AND MASON TO BNSF SIGNAL POLE ON NORTHEAST CORNER. IO.DIRECTIONAL BORE FROM BNSF BUNGALOW TO BNSF SIGNAL POLE ON SOUTHWEST CORNED Of MULBERRY AND MASON. II.DIRECTIONAL BORE FROM BNSF BUNGALOW TO BNSF SIGNAL POLE ON SOUTHEAST CORNER OF MULBERRY AND MASON. 12.DIRECTIONAL BORE FROM BNSF BUNGALOW TO BNSF TRACK SENSOR ADJAC ENI TO WE SI SIDE DF TRACKS SOUTH OF MULBERRY Si. T� Z 0' $0' 40' T ---- DOWNTOWN CONVERSION 1 NO Rev15i me: N/A CONDUIT BACKBONE (SEGMENT 02) Rey isea: N/A Designer: - SIIULIUFB La De iai Ier: LJ NUXOCrS Vgi a: N/A Sheet SUDse t: ST A. CCNN. I SuUSet Sheet s: EC 0T 0 I A01 111. SI. SIC 6r0 DENVER. LO 0020E 01. 1.101 Project No. Ft. Col ins: 1073 Sheet NUITUer VAULT CVJJ X \ / By 32 f "'I I K IIILIITO CV34 TO CV33 EGG4W5UUHEFT ELGi SHEET ECOi TO HH01HEET ECOi 4 TO TV06 SHEET EC07 2 COMM i0 MULBERRY STREET BUNGALOW r,-,\BNSF VAULT xm.:Nn.s. igAi VAULT IV01 TO TVOG 0 SHEEt ECOi (� TO TVOB SHEET EC07 TT TRA w l.. VAULT TO 0 SHEET CC OM 3 scaly x. r. s. TRA� TU MULBERRY TO TVES T R AT IC SHEET EC07 CABINET S TA. 2JA•11 r.'\TRAF VAULT TO CV33 SHEET ECO2 COUNT HH01 lnEW 12CT i0 CV15 Oi STA. 34.11 �HANDHOLE I.. l.: N. T. S. TO CV33 SHEET ECO2 NEw 12Li TO TV05 SHEET ECOi TRA�S TRA x. V f j i a I A UNCC 1. BEFORE YOU DIG o ..e: N.. :.:..w .. . :.:.:.:. .:.....:.. 1-800--922 -19Bi a0 :1 lllx $1. Slf 6:0 0[NVE P. 30 s.EO e0202 n3.Iv> arm, omens vzvlT Sheet Revisions MASON CORRIDOR BRT ---- DOWNTOWN CONVERSION Project No. File Name:7073-BRT-MISEIberBaakbo a ECOB.O BOI.: Laments IN11. Hartz. Scale:l"4W Verl. Scale: N/A Fo tCotlinS No Reel sl ms: N/A VAULT 8 WIPING BEtAlts (SEGMENT B21 EL COIIinS: im3 uIt Information Unit Leader Inilials % ! - _ 1 Oesi Revised: N/A aver: - $}tuft ura O 28I NORTH COLLEGE AVENUE :IS S. UNION BLVE., S1E. 200 BC1ai ICI': LJ NLATH"S O TO22TE05 RE COLLINS. CO e0522 LAIC ... 1 CO e0229 V..d: N/A Sheet N11Rber 920.C720.5:4Igo Shoe1 Subset: S T A. C BMM. SUDSe t SI¢¢1 S: EC OB of $8 3" BxSF 3" BNSF Bx29 .- BxsF sT.. 23..2e .• exsF r:NSF a6yy <711I1 —3" exsf log 9 ic3 f EE3i3i — 4' BNSF — .' RNSF 2• BAT 2" BAT 2' CSU To SO NOLKART STATION TO SO HUl.KRRV STATION 2' TR0 10 2• TRAF WLBERRY 3' TRO TRAFFIC CABINET )• lxxf 3" TRAF TVOS STA. 23.m nt DOtel//12/2011 e Ndme:T0T3-BRT MI SF iD¢rBOGkbone_EC09.a 12. SGale: N/A Vert. Style: N/A t Inf(rlmtian Unit Leader InitialsQ 2" BRI 2" BRT 2' CSO 2" TRu 2' TRu 3" Tau 3" TRAI m 2• MT 2" MIT 2' CSU S. NASON ST cv2 STA. 233s s-sT >r � (DO 2' TO xe "SEMI STATION 2- MT 2' TO xB IAI WMI STATION Tvoe STA. 2)S•)T 2' TRAF 2' TRAF 3" TRAF 3- MAT MASON CORRIDOR BRT - C Fort Collins NO Revisims: N/A ; , - -.... Revised: N/A 2a1 WITH COLLCGE AVEI *5 s. UBO &w.. STE. 200 EOPI COLLM. CO e0522 LUEVVWD, CO e022e 97022tIWI )2051A.1= Void: N/A Z 101 lllx 51. III 610 OExV(P. [0 90202 l0).11 ).101] DOWNTOWN CONVERSION Project No. VAULT 8 CONDUIT DETAILS 'SEGMENT 02) Ft. Col lilts: 2071 igrer. -- Slrlxllre oiler: LJ N1AIDerS el $UDSe I: STA. COMM. S1AseI SDee1S:EC09 Of 28 Sneel N=,r SEGMENT26 If I 0 SF TV10 CV36 i. TRAF d r..1Yw�C'^_Y•N� 2 1 ,� SF JOINT BORE B 31 VICINITY KEY MAP "'1''' JOINT BOy_-^ c.c oCt1 x. .. .. J CV37 iVtl---� EC12J 6 BRT d BNSF i JN3 ECI I ... ili�l". ECtt EC11 �/ (,....._...-_.......... E / I...... / BRT d BNSF 5 1�1 Ii.. .... ........ JOINT BORE El ....... ...:........ ....... .. 1 1 I� 4 -- EGI1 ECtt .. HH02 iv09 I F-�71 n MASON4CORRIDOR FIBER BACKBONE 6 IiA u BI. .. ._. ..... BRT. TRAF d BNSF y01N 1 ii- _. L`- OLIVE 0P S1I 411VEASTOP I 'I 4 4 liI ECI1EC22 2 IRL e!TRAF g OIN 1DOflE ED 11' _..._ OLIVE STOP sl•11oN CONDUIT AND WIRING SCHEDULE CONDUIT NEW WIRE REMARKS Q CONDUIT SIZE FIBEPFIBE FIBEPFIBE PULL INNER t2CT 24CT 0CT 72CT TAPE DUCT 3-2- NUPE SOR11 MEw - - - I ] 2-2- BRT 1-2" CSU t 1-)' HOPE SDR1t NEw - - - - I - FOR BNSF 1-1HnPF CNP11 NFW 1 FOR RNSF JDI 3 J 1 19. DIRECTIONAL BORE FROM BNSF VAULT BN31 13.DIRECTIONAL BORE FROM BNSF SIGNAL POLE TO BNSF PROVIDED BUNGALOW. ON NORTHWEST CORNER OF OLIVE AND MASON TO BNSF TRACK SENSOR ADJACENT TO WEST 20. DIRECTIONAL BORE FROM BNSF BUNGALOW TO SIDE OF TRACKS. NORTH OF OLIVE ST. BNSF TRACK SENSOR ON WEST SIDE OF TRACKS SOUTH OF OAK. 14,DIRECTIONAL BORE FROM BNSF VAULT BN30 TO BLASE PROVIDED BUNGALOW, 21. DIRECTIONAL BORE FROM BNSF BUNGALOW TO BNSF SIGNAL POLE ON SOUTHEAST CORNER IS.DIRECTIONAL BORE FROM BNSF SIGNAL POLE OF OAK AND MASON. ON NORTHWEST CORNER OF OLIVE AND MASON TO BNSF SIGNAL POLE ON NORTHEAST 22. DIRECTIONAL BORE FROM BNSF BUNGALOW TO CORNER. BNSF SIGNAL POLE ON SOUTHWEST CORNER OF OAK AND MASON. 16.DIRECTIONAL BORE FROM BNSF BUNGALOW TO BNSF SIGNAL POLE ON SOUTHWEST CORNER 23. DIRECTIONAL BORE FROM BNSF BUNGALOW TO OF OLIVE AND MASON. BNSF SIGNAL POLE ON NORTHWEST CORNER OF OAK AND MASON. 12.DIRECTIONAL BORE FROM BNSF BUNGALOW TO BNSF SIGNAL POLE ON SOUTHEAST CORNER 24. DIRECTIONAL FROM BNSF SIGNAL POLE ON OF OLIVE AND MASON. NORTHWEST CORNER OF OAK AND MASON TO BNSF SIGNAL POLE ON NORTHEAST CORNER. IB.DIRECTIONAL BORE FROM BNSF BUNGALOW TO BNSF TRACK SENSOR ADJACENT 10 WEST 25. DIRECTIONAL BORE FROM BNSF SIGNAL POLE STOE OF TRACKS 5OIIiH OF OLIVE Si. ON NORTHWEST CORNER OF OAK AND MASON i0 TRACK SENSOR ADJACENT i0 WEST SIDE I vCVAtn TCC I ()CONSTRUCTION NOTES I. DIRECTIONAL BORE FROM COMM VAULT CV34 ON SHEET ED07 TO COMM VAULT CV36. 2. DIRECTIONAL BORE FROM COMM VAULT CV36 TO GOO AND HAND TRENCH TO TRAF VAULTS AT EACH END OF DIRECTIONAL BORE, 3. DIRECTIONAL BORE FROM COMM VAULTS CV36 TO COMM VAULT CV37. HAND TRENCH FROM CV36 TO TVIC AND BN30. HAND TRENCH FROM CV)] i0 TV II. 4. DIRECTIONAL BORE FROM HH02 TO COMM VAULT CVJB AND HAND TRENCH i0 TRAF VAULTS AT EACH END OF DIRECTIONAL BORE 5. DIRECTIONAL BORE FROM COMM VAULT CV32 i0 CO. VAULT CV38. 6. DIRECTIONAL BORE FROM COMM VAULT CV32 TO CO.M VAULT CV39. 1. DIRECTIONAL BORE FROM COMM VAULT CV39 i0 TRAF VAULT LV14. S. DIRECTIONAL BOPS FROM TRAF VAULT Tvtl i0 TRAF VAULT TV13. 9. DIRECTIONAL EDGE FROM THAT VAULT TV13 TD TRAF VAULT TV16. 10. DIRECTIONAL BORE FROM TRAF VAULT TV17 TO TRAF VAULT TV15 AND HAND TRENCH i0 COMM VAULT CV39. 11.0IRECTIONAL BORE FROM THAT VAULT TV15 TO TOMM VAULT CV40 ON SHEET EC14. SPLICE BRT AND BNSF CONDUITS To DIRECTIONAL BORE IN NOTE NUMBER 10. 12.1)IRECTIONAL BORE FROM TRAF VAULT TV12 TO TRAF VAULT TV14. 2 2-2 PVC SCH 40 M 1 I FOR CRT OF TRACKS. NORTH OF OAK' BF rOFE� Ou OIa =.� 1 .T�:'•s",„�„::;;�d':D: 1�':"B":"w::e:.:".N:.yl"'"'S "'"^1::'.. L ®... 1-BO.. :YUV.B.w ...:...�.. ....... `.. m....i.... ""'':....''•'• � � 0' 20' 4D' _-- I•WYI•�I I� Ia01 II1H 51. S'E 610 OENVE P. CO ITT la].IpnDp B 1-2 $DR 1 - FOR CRT DROP 9 1-2 HOPE SUR 11 NEW 1 1 FOR TRAFFIC 10 HOPPE 2-2" HOPE SDP I1 NEW 3-3 11 NEW - 2 3 - FOR TRAFFICLIDN FOR TRAFFIC 11 _ _ _ _ __ - - 12 _ Print Date:1I13/2011 Q O Sheet Revisions MASON CORRIDOR BRT -M'`1 FortCoUlns ; . / " � xWI NDNTN cent..IE. 41 s. xaN wve., SIT, 1. FORT CULWo. CO 005i2 LMEw., CO BOE ie 970.x2tA605 1205M.IICO ---- DOWNTOWN CONVERSION CONDUIT BACKBONE (SEGMENT 031 Project No. file NCM:l073-SR i- M I S F I ber B acKbone_ E C 10. U pate: [allmeni5 In i 1. No flev is ions: N/A Ft. Col lins: 7073 Ho i Z. SGa l e: t"=40' Vert. Style: N/A Wit Infernal Tan unit leaner Inil ials Aev ilea: N/A Do.I nW,r: - $I-IM'e NVIOers peter; ler. LJ Voia: N/A $fleet Nu1N er $neat SUD58t: STA. COMM. swp , l SMet5: E C 10 of 28 TO TVIO SHEET ECIO I COMM VAULT CVJ6 Cil iR PF VAULT iV09 B. ST. ITS (NE NEwV34 50 Rti TO CVJi EC 07NEWWUHOOT ECIO LO xHOz ATIONEETECIO STA. 244.37 TO TVIO SHEET EC10 n COMM VAULT n TRAF VAULT TO OLIVE TRAF CABINET SHEET ECIO TO TV09 SHEET EC10 rZ AF VAULT 11 x.. .: N. ns. GNSF VAULT BN30 TO ENO9 TO ON31 TO $HEET CODE SHEET ECIO SHEET STA. 244�40 TO WEST VAULT ST BUNGALOW I BNSF VAULT s-o i.: x.T.S. TRAF VAULT TV11' TO TV11 TO TVIO SHEET EC10 SHEET ECIO STA. 249.35 /1TRAF VAULT x 1.: x.ns. `17 ;+\�COMM VAULT Scai..x. 1. 5. TRAF VAULT TV12 TO TV09 SHEET ECIO STA. 249 -J7 (-,-)TRAF VAULT scat W:x.T.e. VAULT TO CV36 12C SHEET ECIO $iP. 245 �44 NEw 12Ci TO CV30 SHEET EC10 C05 TO CV36 SHEET ECIO O. HH02 @HANOHOLE xm.: x. r. s. B. TO ALL BEFORE ,vOU0u 010 1, 1-BOO-922-t 9.7 .n....�..•......s,..,..p.,..,N.i�...�.i�. w... ,v .....i,iNN .........:..�.e 1401 vm s*. sTE c10 DExvER. m eamx sm.n 3n0v Print Date:7/12/2011 Sheet Revisions MASON CORRIDOR E �OFtCottlns 2e1 NORTH COLLEGE .VENNE FORT COLLWS. CO e0522 9)c.2211.1 BRT ��� ---ryry� p RSS s, Ll aLVO., STL. I.. LMEw.D. CO ¢a129 )xO.SN 1. "" DOWNTOWN CONVERSION VAULT 8 WIRING DETAILS (SEGMENT 031 Project No. Gile NOmE:7073-BRT MISFiO¢rBaCkOO e-EC11.0 Oct.: CCmmnis (nit. NO Rev isi ms: N/A Gt. Collins: 7073 H a'1 Z. Scale: 1 "40' Vert. Scale: N/A Unit Inforlanion Unit Leader Initi015 O Q Revised: N/A Designer: - $irULiVe NUfaefS Q Void: N/A Detai le, LJ START NadO Qf Sheet 50as¢i: $iA.COMM. $ILSBt $Mels:ECII OF 2B The Contract Documents and Construction Drawings may be examined online at: • City of Fort Collins BuySpeed: https://www.fcgov.com/eprocurement Bids will be received as set forth in the Bidding Documents. The Work is expected to be commenced within the time as required by Section 2.3 of General Conditions. Substantial Completion of the Work is required as specified in the Agreement. The successful Bidder will be required to furnish a Performance Bond and a Payment Bond guaranteeing faithful performance and the payment of all bills and obligations arising from the performance of the Contract. No Bid may be withdrawn within a period of forty-five (45) days after the date fixed for opening Bids. The OWNER reserves the right to reject any and all Bids, and to waive any informalities and irregularities therein. 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 James B. O'Neill, II, CPPO, FNIGP Purchasing & Risk Management Director BNSF VAULT EN31\ 1( 0 C10 S iA. 2<9+JY TO .EST OAK SI BUNCALOW BNS�6 sco l.:xn.s. TO TV13 HEFT EC1 TRA5 15 s.R'A1. , s. lJ TO TV14 SHEET ECID / ."0 A VAULT TRAF VAULT LV11 TO TV15 TO TV14 SHEET Eno SHEET ECIO STA. 2a9+37 TO TV13 SHEET ECID TRA VAULT 16 s.a r.:xn.s. ® CALL UNCC r. r.. I—— w. r,...,,. ,4.;%.,,.,.r-IIV,,. 'KrVA BEFOaE Y011D IC t-e00-922-19BT ,.....rr..ar..raa..,..mi..r..i,...r.rr.,-11.....ri,i1.1. A.,.1...:.rr. Print Bate:7/12/2011 Sheet Revisions File Nome:7O73-BRT-MISFIberBackbone_EC12.d Date: Colm:ems Init. NOW- Scaie: 1"40' Vert, Sole: N/A (Nit Info'.11m Unit Leader Initiais Q 0 C� TO OAK TRAF CABINET SHEET EC10 TO TVI3 SHEET Eno &,RlAF VAULT s...: 10 TVI1 SHEET ECIO TRAF VAULT TV13 TV17 10 TV16 T ECIO SHEET ECID STA. 249+31 @TRAF VAULT s CO VIASON CORRIDOR BRT Irt�oUins xel soFM couo M1E as s. BLv SIC. xoo FORT coos. co eosxx 52 1.0e KOO. 2 co eaxie va.xv.esos ANALOG nos:..lao 'TRAF VAULT TV15' TRA VAULT 14 s.... s. ---- DOWNTOWN CONVERSION NO Revisions: N/A VAULT S. WINING DETAILS (SEGMENT O3) Revised: N/A GaS igrler: -- SVUILH`e Oeral ler: LJ NLeloers Void: ./♦ Sheet Subset: STA.COMM. ISUEsef Slleets:EC12 of Project No. Ft. Collins: 7073 Sneer Nullber 3" BNSf ]' BNSi 1]' BMSf SM30 BX]1 A' BNSf STA. 244N0 4-BXSf STA. N9.3A 9' BNSF 3' BNSf 10 3' "Si Q ATYS -3. BNsi i0 ONVt 3• aasf O — A BN9f BUXGAL09 A BN9f — A BMSi A BMSf CVl6 Cv39 STA. 299.37 STA.. 24 295N9 STA. 399.1T 2" OAT 2' "1 x' BRi 2" BR1 2" BRf 2" j� /j 2" BRi 2• BOLT cSu :' ciu IV�[vl x• tsu �VyN x• csu r csu 3• TR6 a a ]" IRAs STAI 1 . AS •]9 N N 6 2' TRUF —2' TR6 2' TR6 wv i' 2' TRAP —\II —3• TR6 2' TR6 d Tv10 P IR6— ` i0 NYE TO Out —3' TR6 TVIT J/ IR6PIC TR6flC vtA S' TR6 STA. 29A.3T CM STA. 2A9 Hi STA. 249.37 An N 3' IR6— CABINET —!" Ta6 !' TR6 o n 9994 3• TRAF —7" TR6 3' TR6 STA. S. WSOX ST ZS RA4 r r r 2' NT !• TR6 Tv12 ]" TR6 SiA. 29S •39 T.A Scale: N/A Verl. Scale: N/AI I mu Inr«mlron unn Lerner mir,li.T 2' TO NO OLIVE STATION- 2' f0 NB OLIVE STATION — MASON C( Fort Collins 201 NO¢ROILnLCOL E0 lost I.,C.0liS 91..I31605 S. "SON ST n n n Co T 3' Ta6 ]" TR6 1401 liix ST. SIC 610 01.vc P. ¢0 90E 02 smn u.lou ---- DOWNTOWN CONVERSION VAULT & CONDUIT DETAILS (SEGMENT 03) Project No. NO Revisions: N/A ft. Collins: 7073 Revised: N/A OeslOnen -- Structure Dead let: LJ Nulmers Void: NIA SNeet rvunper Shoe Subse is ST A. COMM. I Subset SlTeels: EC13 Of 28 CONDUIT AND WIRING SCHEDULE CONDUIT NEW WIRE REMARKS Q CONDUIT SIZE FIBERFIBER FIBERFIBER PULL INNER 12CI 24CT 48CT 72CT TAPE DUCT 3-2- NDPE SDR11 NEW - - - 1 3 - FUR BRT 1 1-3" HDPE SDRII NEW - - - - I - FOR BNSF 0® 0® 0�® 0 CONSTRUCTION NOTES 1. DIRECTIMAL BORE FROM COW VAULT CV39 DN SHEET EC1D TO COW VAULT C Vn O. 2. DIRECTIONAL BORE FRB. CD. VAULT C V 40 TD COMP VAULT CVA1. HANG TRENCH FROM CV40 TO IV19 AND B N 3 2 . HAND TRENCH FROM CVLI TO BN33. 3. DIRECTIONAL BORE FROM COW VAULT C V40 TO NH03. HAND TRENCH FRDM HH03 TO TRAFFIC VAULT TV18. 4. DIRECiIONAI BORE FROM COW VAULT CV41 i0 CV . 5. DIRECTIONAL BORE FROM COW VAULT HH03 TO COMM VAULT CV<2. 6. DIRECTIONAL BORE FROM CO. VAULT CV41 TO COW VAULT CV43 ON SHEET EC 17. T. DIRECTIONAL BORE FRO. BNSF SIGNAL POLE ON NORTHWEST CORNER OF MOUNTAIN AND MASON TO BNSF TRACK SENSOR ADJACENT TO WEST SIOE OF TRACKS. NORTH OF MOUNTAIN ST. B. DIRECTIONAL BORE FROM BNSF VAULT BN32 TO BNSF PROVIDED BUNGALOW. 9. DIRECTIONAL BORE FROM BNSF SIGNAL POLE DO NORTHWEST CORNER OF MOUNTAIN AND MASON TO BNSF SIGNAL POLE ON NORTHEAST CORNER. 10.DIRECTIMAL 80RE FROM BNSF BUNGALOW TO BNSF SIGNAL POLE ON SOUTHWEST CORNER OF MOUNTAIN AND MASON. II.DIRECTIMAL BORE FROM BNSF BUNGALOW TO BNSF SIGNAL POLE ON SDU TH EAST CORNER OF MOUNTAIN AND MASDN. 12.DIRECTIONAL BORE FROM BNSF BUNGALOW TO BNSF TRACK SENSOR ADJACENT TO WEST SIDE OF TRACKS SOUTH OF MOUNTAIN AVE. i 2-2" NDPE 90fl11 NEW - - - - 2 - FOR BRA -{—■y—�`'/,—.� CALL MCC o—� �, —u 1-000-922-190i r.r...N..[w•+..r...rm...r.N..1r 1.w.... r.... Wi. N 1r•...1 .r......1.. —� ® BEFORE 2OU[DIG — ur i. i...n uiuiis N.1rre [snvA 1401 lily 51. SIE 610 0' i0' [0' OE HOC . CO 60202 3wnunou B 2" NDPE SDRII NEW - - - - 1 - FOR TRAFFIC 2-2" HDPE SDfl 11 NEW 2 HOPE SDfl II NEW - - - - 2 ] - - FOR TRAFFIC FOR TRAFFIC 10 II 12 Print Doren/13/2011 O O Sheet Revisions MASON CORRIDOR BRT C'/' .Fort Collins p w r^�� 281 N RWHI COLLEGE AVENI£ I65 S. WWN BLVO.. SIE. 200 FO R2212 CO5" 1I.ol CIg0 LLwS, CO 80522 LMREw0.G CO 9022E 9% ---' DOWNTOWN CONVERSION CONDUIT BACKBONE (SEGMENT 0a1 Project No. File Name:7O73-BRT_MISF Iber-BDokbone_EC14. a pate: Comments IN+. No RSV isims: N/A Ft. Collins: 7073 Horlx. SCOle:1 "40' Vert. ScOle: N/A Unit In(Orm11IOR Unit LBadef Initials REv i5e0: N/A pes igner. -- Srr l2ctwe NUfIDE(s Vold: N/A ,- er: LJ Sheet NUIID Er Sheet Subset: STA. COMM. SWSe1 Sheet, EE 14 Of 2B ESNSFVAULT3 CCOW VAULT CV40 c1. By OTH RSNEW NEWItTO BN]J i0 [vJ9 ,2Ci 50 i2Ci i0 Cv41 :toSHEET EC14 SHEET EC10 NEW 5p' xEW SHEET EC14 12CT 50' 12CT10 MOUNTAIN 50 TO HH03 50' SHEET EC14 COWWxICAll WS STA. 254.31 CABIxEI NCW SHEET Ett4 I2C TO WEST NOUNTAIN BUNGALOW TO TV19 SHEET EC14 r.LNSF VAULT r,\COMM VAULT TO CV40 SHEET ECIA "BNSF VAULT BN33 TO BN3A SHEET EC 12 STA. 255�67 BNSF VAULT Tau..: Nn.s. YOU DIG yy Y 1-eoo- p" Print Oate:7/1212011 File NOEM:T 0 T 3 -BR T MI SF Horix. SCOle:1"40' Unit InfornOtlm TO TVIB SHEET EC14 r—,,TRAF VAULT sLa1.: N.,s. TO MOUNTAIN TRAFFIC CABINET TO CV42 ,O HH03 SHEET EC14 SHEET EC14 ,, N�LE TO TV19 SHEET EC14 TRAF VAULT TVIB (-,-)EXISTING mo1.:Rn.s. MASON CORRIDOR BRT CRT, ,Fortlns 281 NORTH COLLEGE AVENUE CS 5, UNION BLVO.. Si E. x00 EORi CPL1IM1. CO E05]3 9>O.xzt 6s.G LAFEW000. CO 00228 720 514.1w0 —,COMM VAULT V, Saa..:N. I. S. NO Ravi 5i M5: N/A REV iSWd: N/A void: N/A 10 Cv40 SHEET ECI TO CV42 SHEET EC14 n COMM VAULT DOWNTOWN CONVERSION VAULT & WIRING DETAILS (SEGMENT 041 0r., -- Structve II ICr: LJ Nulroers .t Subset: STA.CDMM. Subset $nee is: EC15 Of U. Project No. Ft. Collins: 1073 3' BNSF P WSf 3' BNSf 3- WSf A' BNSF �A' WSf 2BR 3'• BTITT 2' CSU 2' TO SO AIOIN FAIN STAT 2" TO SO (KHAN TAIN STAT STA. N/A J' BWSF J' BMSf BNJ2 ex33 STx. 25WUW W' BxSF .O STA. 25a.3T A' WSf O O CWfT STA. 2SSKA —2" 6:7 2" OAT —2" a ---0 /j 2- BBT —2' CSU IIV/\VII 2" CSU 2' Tau 2' FRO 3' TRAF TO LN Tm TOOT IC 3- TRAF CABINET 3' TRAF r S. -SON ST rt L2 TO NB L TAIN STATION 2' TO NO MOUNTAIN STATION 1 � Z W ,eel 1 x SSIC 'To OExvEF. Ca e � sm.l u.isu i.a CMFortColtlns O O Dow enoo( nTM,,ts A(0 Camants In ii. MASON CORRIDOR BRT o • !Rf I. NOR Ix COL LC LL A21 55 S. D. GLVD. SIC. 200 I..' 1 LL5 CO 9a 5]3 LUXE .." CO eax xe mosn.SSLs rxoeN.nos '--- ---- NO Ravi 5i M5: N/A DOWNTOWN CONVERSION VAULT 8 CONDUIT DETAILS (SEGMENT OA ) Project No. N/A f1. COIlin5: 7073 05 fleVi SQ e: N/A D-- Designer: Slruc sura )B I ni Qf: L� NVIOQY$ Void: N/A SnQQ1 NN(IDQr $neat 3UDse1: 6TA.COMM. Subset Sheets: EC of 28 CONDUIT AND WIRING SCHEDULE CONDUIT BE NEW WIRE REMARKS CONDUIT SIZE FIBER F IBE FIT R FIBER PULL INNER I I I-4" HOUR OCRtt NFw xon z. xale:l =aU Vert. Scale: N/A unit Infanvtim unit Leaner In. tials O T BEFORE v0U DIG 1-800-922-19B1 MASON CORRIDOR BRT Far'tntuns COLLEGE AVENUE suwElsLioo FORT COLLINS. CO eo522 9]0]31.GOG, 0 LAKEWOOD, co e022e 720.514.110 20. DIRECTIONAL BORE FROM BNSF SIGNAL POLE ON SOUTHWEST CORNER OF MAPLE AND MASON TO SIGNAL POLE ON NORTHWEST CORNER. 21. DIRECTIONAL BORE FROM BNSF BUNGALOW TO BNSF SGNAL POLE ON SOUTHEAST CORNER OF MAPLE AND MASON. 22. DIRECTIONAL BORE FROM BNSF BUNGALOW TO BNSF SGNAL POLE ON NORTHEAST CORNER OF MAPLE AND MASON. 23. DIRECTIONAL BORE FROM BNSF SIGNAL POLE ON NORTHEAST CORNER OF MAPLE AND MASON TO BNSF SIGNAL POLE NORTH OF MAPLE. 24. DIRECTIONAL BORE FROM BNSF SIGNAL POLE NORTH OF MASON TO BNSF TRACK SENSOR ADJACENT TO WEST SIDE OFTRACMS NORTH OF MAPLE. DOWNTOWN CONDUIT BACKBO eft - Nu Structure en LJ rtoers Su05et: sTA.COMM. Subset S0ee15: EC1 i 0 CONSTRUCTION NOTES 1. DIRECTIONAL BORE FROM COMM VAULT CV41 ON SHEET EC14 TO COMM VAULT CV43. 2. DIRECTIONAL BORE FROM COMM VAULT CV43 TO C V 44, AND HAND TRENCH TO TRAP VAULTS ON EACH END OF DIRECTIONAL BORE. 3. DIRECTIONAL BORE FROM COMM VAULT CV44 TO CV45. AND HAND TRENCH TO THAT VAULTS ON EACH END OF DIRECTIONAL BORE. A. SET COMM VAULT CV46 TO INTERCEPT EXISTING CONDUIT RUNS FROM COMM VAULT CV45 INTO DOWNTOWN TRANSIT CENTER. PROVIDE A 30"XAB"X36" VAULT AT THIS LOCATION. PROTECT EXISTING CONDUITS AND DETERMINE IF ADEQUATE SLACK EXISTS TO TURN EXISTING CONDUITS UP INTO NEW VAULT. 5. DIRECTIONAL BORE FROM COMM VAULT CV45 TO BIG COMMUNICATIONS CABINET G. DIRECTIONAL BORE FROM COMM VAULT CV46 TO DTC COMMUNICATIONS CABINET r. DIRECTIONAL BORE FROM COMM VAULT CV45 TO TRIP VAULT TV24. B. HAND TRENCH FROM CO.. VAULT CV45 TO TRIP VAULT TV23. 9. DIRECTIONAL BORE FROM TRAP VAULT TV23 TO TRAP VAULT TV20. IO.DIRECTIONAL BORE FROM BNSF SIGNAL POLE ON SOUTHEAST CORNER OF LAPORTE AND MASON TO BNSF TRACK SENSOR ADJACENT TO EAST SIDE OF TRACKS. SOUTH OF LAPORTE AVE. 11.DIRECTIDNAL BORE FROM BNSF BUNGALOW TO BNSF TRACK SENSOR ADJACENT TO WEST SIDE OF TRACKS SOUTH OF MAPLE. 12.DIRECTIONAL BORE FROM BNSF SIGNAL POLE ON NORTHWEST CORNER OF LAPORTE AND MASON TO BNSF SIGNAL POLE ON NORTHEAST CORNER. 13.0IRECTIONAL BORE FROM BNSF BUNGALDW TO BNSF SIGNAL POLE ON NORTHEAST CORNER OF LAPORTE AND MASON. 14. DIRECTIONAL BORE FROM BNSF SIGNAL POLE ON N.W. CORNER TO BNSF SIGNAL POLE ON SOUTHEAST CORNER OF LAPORTE AND MASON. 15.DIRECTIONAL BORE FROM BNSF BUNGALOW TO BNSF TRACK SENSOR ADJACENT TO EAST S1GE OF TRACKS NORTH OF LABOR TE AVE. 16. DIRECTIONAL BORE FROM BNSF SIGNAL POLE ON SON THWEST CORNER OF LAPORTE AND MASON TO BNSF SIGNAL POLE ON SOUTHEAST CORNER. 17. DIRECTIONAL BORE FROM COMM VAULT CV45 TO BNSF VAULT BN36. 18. DIRECTIONAL BORE FROM BNSF VAULT BN36 TO TRAF VAULT TV24. CONVERSION NE ® 1401 1111 S1. STE 610 OENVEfl. 10 e020$ ]Ol.11].10i] Project No. 15ECMENr Dsl Ft. Collins: 7073 51Teet NuMer BNSF VAULT BN3< TO ON33 SHEET OCTA STA. 262-77 TO BN35 SHEET EC17 BNSVAULT TO BN34 SHEET EC17 BRIEF VAULT BN35 TO BN36 SHEET EC17 STA. 267.95 To LAPORTE BUNGALOW SHEET EC17 BNSF VAULT sow-:un.s. TO CV41 SHEET EC14 r,-,COMM VAULT xma:xn s. TO CV46 SHEET EC17 TO 7 SHOE TD CV45 SHEET EC17 3 COM VAULT Sco M T.S. CV46 BY OTN RS 0 rvEw 50' 12CT TO BIG TO CV45 BUS STOP SHEET EC17 T�NEw i2CT TO ODwNTOWN OTC RACK CCOMM VAULT sno l.: BNSF VAULT 0N36D TRAF VAULT iV 21 TD BN35 TO iv22 SHEET ELI7 SHEET EC17 STA, 267+83 STA. 269.19 TO MAPLE BUNGALOW BNS�/12 TRAF VAULT 1 1 sao .. s, ® CvLL UNCC t BEFORE YOU OIG .......:. :d.....s .....re:..:. ::..:�.:...o.....s .....:.:.:.. ,.....o ...a... BEFORE YOU 10 TOIT Print Daten/12/2011 Sheet Revisions File Nom:7073-BRT-MISFIoerBaak0one-EC1B.d Date: Comments Inl t. Hori2. Scale:1"ACT vo,N Scale: N/A unit Information Unit le0der mill In. i0 TV2o SHEET EC17 /1TRAF VAULT MASON CC fnY,.f Fort Collins ✓^A zeT uoaru COLLEGE AVENUE sosysws r7i COLLWS. CO 80522 TO CV44 SHEET EC17 Nil 72CT COMM VAAT CV45 TO CV46 SHEET EC17 4 COM Scare. 1. s. IV24 TO TV23 EC17 SHEET EC17 TO MAPLE TRAFFIC CABINET �TRAF VAULT soma:a.r.s. TRAF VAULT TV20 BY OTH RS TO OTC TO TV23 BUS STOP SHEET EC17 TO TV23 SHEET EC17 STA. 261 -47 S TRA LSTA. To TV21 SHEET EC17 TO TV23 SHEET EC17 @(RAF VAULT .RAF u. T. s. 0 1ao1 nTu IT. SU SUIT l:n. oeevo eo2E, Tasn u.Tou T 1 ---- DOWNTOWN CONVERSION VAULT 8 WIRING DETAILS (SEGMENT 05) Project No. No ReVI51O05: N/A Ft. Collins: 7073 Ta Revised: N/A Designer: - Structure Detal ler: LJ NuReers Void: NiA Sneei Nulleer Sheet Sunset: STA. COMM. ISLA,set Sneers: ECtB o4 2B 7' BNS1 BNJ6 (�" il 4" BNS1 sib. 262-ii CV4S CY66 STA. 261. 1 STA. 262M1 y BAT 2C x' T�M'y� BT x' CslJ�_J1-,- csu l� rvxl Tvn su. xcl«T sr6.:cxs1 AR RR ]' 6 S. Y650N ST T61 7' T06f TV20 . . . STA. x61w7 00 nn elR.IFIN, tB " 10 .",CE 1 10111E ll c6e wEr LiBee - e� �Lwlc B"ALON l2TO D;c STro Cw5 A. x61 .6x Eli BIES1 BN51 Si.? 4 W m m TO APLE BUNGALOW TO OTC s r CV66 STA. 267,,66 000 T Bel lvx] 2' BAT I� /I S T6. IIV/�/\VII l IUISTI NO CONDUIT Jr RUNS Ix10 BLDG. MASON CO ForfCollins NO_ zelOLCOLLEVE WE T CLw IO. coO u eos 91 0 10 .xx1.6N.605 x' TO MAPLE J T06111C CABINET BRT ---- NO Rev i5i M5: N/P Rev l se0: N/A +'z 1001 "IN 51. STE ITO 11TIEN, cL eomz 1. u.mu DOWNTOWN CONVERSION I Project No. VAULT & CONDUIT DETAILS (SEGMENT 05) 11. [Lil 11G: 7013 UEt Oi Ef: VOiO: N/A SNeet SO eSe t: ST A. i Sheet NWNef P14 C IBNSGI C IBNSGI 2-2" C Ili Rq GG ICI LI 2-l" C Ili PAFFICH ( - DIRECTIONAL BORE I i-N" C IBNSFI— " CiIBNSGI I ENLARGED INTERSECTION IT x-- I. -la' -a' Print pate:7/12/2011 File Name:7073-BRTMISS1atlonLayout_LouraI Marge Nar z. Scale:1 "=10' Vert. Scale: N/A wit Information Unit LaOCer Initials Q DECORA CROSSW C :TR: AFFIC C IITgIFICI E. _.DIPEC I CHA--0ORE. 1-3" C IBEST I A2 3 '-J-2":C 19RT1 C'CBSSE I....... ;..........1._A „..C..I BNSF ,_.... C-t4211l it1 D 2-3 lC (TRAFFIC) JIry !! . 11 C ILRAFFICI 3-3" C ITRAFFICI I.. RECTIONI BORP ' I 1-2- C IBR 11......E 1-3" C IBNSFI I -a" CI BtlSFI ::: 2-31. C ITR AFGIC-1 2-Z"'C- IiPgFFCI L DIRECT] IONht POPE �3-2 c1BRT' LAUREL-. STOP 1-3' C IBNSGI 9 _C IBNSFI f f ,BNSF®Bn F mlifwSFs®mgE - - _:_....... DIRECT] C NOTES: 1. ALL BENDS SHALL BE SWEPT BENDS WITH A MINIWN RADIUS NOT LESS THAN 10 TIMES THE CONDUIT DIAMETER. 2. HAND TRENCH TO VAULTS FROM BORE PITS OR RECEIVING PITS MASON CORRIDOR BRT ---- F8 Coltlns No Revisions: �✓✓��- Aev ise0: ]01 T C EL DS LE LE 522 :ES 5, OD, 9LV 2 $1 C. 300 FOPT 161.1 , c0 BOf3] 1205. DO CO 90339 VOTE: s)a 2116605 1]0.511,1g0 BNSF RAI L 0 1ael 111x ST. STE DID os' To' BExv em.EF.nTEonou eamz DOWNTOWN CONVERSION Project No. AlSTREET ENLARGEMENT INTERSECTION Pi Ft. Collins: 2013 Designer: -- Structve Detaller: LJ Nulroers Sheet Su0se 1: STA.LOLD. ISubSet SNee1s:EC20 of 28 SDeet rvulroer I FLOWF ILL DIRFCTIGER R BORE 2-2 C (BRET C IBRTII _ C ( Br - I j C BFST 1 2-4" CFBi C (BNSFI--.--, __:J-4 Y, .9 1 NEW -RAIL{ BUNGALOW By CHOSE RAILWAY ........... F I F tz ING RAILROAD SIGNAL 6 -J EXIST. �F OIRECTIONAI BORE it 3 2" C BPTI .. . .......... . ... P" C (LOSE) =�tC 16 PH S E T, 'a BNSF IF\iN F'BNSF®RNSF� . . . ... . ............. .... ... . m CBNS'F .. ... .... ...... . ... ... . .......... . ........ - 2-2" C I TRAFFIC) . . . - ........ ........ ... 1 LGWF I ILL ER ER El w z . . ....... ...... ... - .... . . ........ . ............ . .... T car . . ......... 2-2' C IBRT) ]$I Tt Et TRAI�- VALLT: VAULT 2-2� C! (TRAFF C 3 CI 1 ITRAFF ICt NOTES: 1. ALL BENDS SHALL BE SWEPT BENDS WITH A MINIMUM RADIUS NOT LESS THAN 10 THE CONDUIT DI TER. TILES ENLARGED INTERSECTION 2. HAND TRENCH TO VAULTS FROM BORE PITSOR RECEIVING PITS 1401 ITT IT ST STE 610 Print DOUTI fr--, % Sheet Revisions MASON CORRIDOR BRT CUT, r-7 Foetcolitins is W 28INORTN COLLEGE -LNUE 165 5 UNION SAVE. STE 200 0 1. 1 , R Ca XO12c DOWNTOWN CONVERSION MERRY STREET ENLARGEMENT INTERSECTION PLI Project No. File NOW:7073-aRT-MISSIat;onLayout-muiDerreEn[arg Horiz. Scale: 1 "=I 0' Vert. PCON: N/A ja-f,P43 - Up CLEAR.'s Init. No It COX: 7 Ff. Collins: 7073 I I Unit information Unit Leader initials CM C=) I I pa�itgd: Designer: Structure! I T-1 Detri gr: LJ I Nuri . II.con, CO Tula. citr0'H' 720.51411 9]0. 2 V.Td: SInapt Nurner Sheet Subset: STA. COMM. ISUI nh SECTION 00100 INSTRUCTIONS TO BIDDERS NEW. TRITE V TI1 EXISTING T IT[l ......... . . ............. ............ J NOTES: 1. ALL BENDS SHALL BE SWEPT BENDS WITH A MIN I MUM RAO IUS NOT LESS THAN 10 TIMES THE CONDUIT DIAME THEN. 2. HAND T R E Nam TO VAULTS FROM BORE + z 0 EWJLARGEO INTERSECTION PITS I TS OR RECEIVING PITS 10 1401 17TH SC. STE 610 a E.S., sE'1111.,ETT 1 Print Date:7/12/2011 I orged Sheet Revisions MASON of-% CORRIDOR BRT �OIUnit ---- DOWNTOWN CONVERSION OLIVE STREET ENLARGEMENT INTERSECTION PLAN Project No. File No�:7073-BRT-MISStationLoyout-OliveEn C21l carcUl ll,it. No Revisions: Ft. Collins: 7073 Honl, 'A Scaled Vert. Scale: N, nforcutio, Un.l Tender- Initials Designer: C= a E AIEN 'Is S, LNEI .-In "T ca. S�.�Ll N��Eianc - 0 EE12z 1eiiE..., 10 eESz. Re,isAl: StTXctL-T1 Numers Detail, L11 720 514.11M V.[d: Shoal Subset: STA . COMM. I Se,AVt Sneers: EC 22 of 2B Street Nintner I: I 2-2 C IiR4F1 1_2'" ITRAF 1 L IBNSFI 3-3' C IiRaFI 2-]" L IBNSFI / 'I - 2-9" L IBNSFI / / �� I Ip IRECLIONP4 -BOR[ pl D 00 NNN 3-2 C IBRTI (j N[w. LRAF 3 2 C IBRTI _... I-3 L IBNSF) / w L yAULT I 1 3 D IBNSFI C IBNSGI 11 11('1 4 C IBNSGI . _- ..__..... �.�.. J C Lifl AEF�I� ®BI' - : irr I _,___• ! TRAF '.I -- _ _ \ SF %% Bi36 / SF�cw�BNSE __ HNSF�: ..- _.......... L _.. .. --: _ _... .. u ,� P "pir 1g- RCP I 48 f.CP 1 Q ITRAFI ... ._ ...OIRFfi1nNAPnRF 3 ] L�YI iRAF I I'a .. IBNSFI NEW. I ] c IBNSFI �� T 1 1 man 0 FELT ONAL RDRF 3-2" C IBRTI 1-3" " C IBNSFI I'4C IBNSFI OIfl 1BOR �- T-3.�-C �CIBNSGI- �i�lp f 4 C -VI / �TRAFo®.T R 4E f 0 1 NEW. TRAF V auLT I UI I, NOTES: 1. ALL BENDS SHALL BE SWEPT BENDS WITH A MINI NUM RADIUS NET LESS THAN 10 TILES THE CONED IT DIAMETER. lL� Z 2. HAND TRENCH TO VAULTS FROM BDRE PITS DR RECEIVING PITS ENLARGED INTERSECTION INTERSECTION ® 14DI TIT„ST. STE 6I0 D Ee TDT.I T.IDu 2 Prni 57D:7/12/2011 Sheet Revisions MASON CORRIDOR BRT ---- DOWNTOWN CONVERSION Project No. File Namea0i 3-BRT u15Sioi ionL ayoui_DakEnlo'gea_EC 3.gywg; Com¢nis Inii. NDrii. SCDle:1"=10' Vert. Stale: N/A �./��1v '1 No Revisions: OAM STREET ENLARGED INTERSECTION PLAN Ft. Collins: 7073 Unit InlviloYim Unit I ..A, Initi0is ,.G^FtCotlms e Revised: Designer: -- Structure Comm—) 2e1 NORTH CDUECE AVENUEAS S. UNION BLVD.. s. Too Lord IE, LJ rvu(IDers FONT COLLws ED 8052¢LAMEWOOD. ¢o OD228 Void: Slle¢t NDmD¢f Q SIRs e,$), '20.BAHEEO SIIee1 SUD58f: STA.COMM. $DGEBi $nQe15: EC2} 04 28 EXIST. T VAULT C � 1%AF 0 [RFCT 1OF JAL BORE F� MOUNTAIN STOP 1-21, C T TRAF I (SOUTHBOUND) R I A R J!" ------------ 3-2" C T 5 FFT 1_ 2 -3:: (BHSL) J-1 TBNSF) - - - - - - - c 11 -3" C -- 3 -2 C ( BPT - -------C ZF EX I�I"'TPAF F ��" VAULT -X, C (ON D[RFCTIONAl HOPE �-4` C-IBNSFF 1 - 3" C (BNSF) T� -- - - — ------LUC: I-- - IBNSll 11 A' C IBRTI 1, ..... . ... 7 SF F !1.13N r BNSFiiii:IiiiiiiIiiiiiiiiiiiisiiIBNSF— ''F®BNSt . .... ... s IISF 11 tple5 0 0 ......... .... 1 �T NEV DEZOORTIVE fR- - . . . .. . ...... . ...... .... ......... . ........ ...... ...........g. 1�3 C IBM F) CROSSWALKS .................. .... ..... ..... .. Exts �G RAILR�a jG�CTIQNq BORE 1-4" C I qNSF I tL;E, I Ma CN(BNSF) ....... .... ............ ............. . ........... . ...... ... .................. ............... .......... ............. . ...... Z N. . . ..... -C 1. PIT? -- ..... ....... . . .... ......... ... . ....... ONSF RAILWAY PAGE ICI LrtY BRIEF ji- D . A A .. 1 -.1-1.11--- 1 -3 ............. . ........... . . ....... ............ -z j 1 -2 "1 C I BHT I --XXT.- - - F—c 7 ... ............. ........... . . .... .................. . .. .. . .................. . . .... .. ..... . . ..... . ..... . ......................... . t .... . . .......... .. . ...... . ..... . MOUN-TA IN S-TOP----- - v .... . .. . ..... z LET . .......... EXI 1 T ,jTRAF AULT . J-11- ............ .. . . . ..... ........... . . . ............ v . . ....... . . . .. . ........ . ........ . .. ................ . . . - ------ . ... ... ... .. .. . ....... ... 4, . . .......... .. . ..... ......... O I WTF -2 SET 12"XlD V" HANDHO E 3 ..... ..... ... EE� .... ...... 1;� . ........... . ... Y I'll ENTRANCES TO OFFICES EXI TRAF T VAULT NOTES: 1. ALL BENDS SMALL BE SWEPT BENDS WITH A MINIMUM RAO 'Us NOT LESS THAN 10 TIMES THE CONDUIT DIAMETER. + 2. HAND TRENCH TO VAULTS FROM BORE PITSOR RECEIVING PITS ENLARGED INTERSECTION ® Ia(R 111R St. ITI AT. I -to I TO Print Datu:7/12/201 I Enlorg G-D C= Sheet Revisions M MASON CORRIDOR BRT C.".t - Fort CoLlins 281 NORTH COLLEGE AVENUE ICE R FROM FAR., IHE zoo FORT COLLINS. CO 80522 ---- DOWNTOWN CONVERSION DUNTA IN STREET ENLARGEMENT INTERSECTION PLI Project No. File NOM:7073-BRT-MISSIotionLoyout-MountoI d A441, . c No Rev i R i CdC: Ft. Col I IRA: 707T� MITI S.XI.:I,,=I0, Vert. SC,IT:: N/A [ Uct InfortUtion I R.i.Rd: DeEig,dr: St"Clurel 1 1 Ew— Detd; I Or: :dLl Numers L.I..OE. co EdliT. Too "A Vold: STREIT NUI Sheet SUGAR t: S TA. C OMM. I Subset ShFAT IA: E C 2 4 of 2 B . .. ........ ENIS IRPt MAUL .... . ... . . .... 1 F-11 1 ST. TRAP Ix I ......... .... . .... .. . . ..... DIRFCTInNAI RnRr - ­­ ....... . .. . VPULt-IE . . . . . . . ......... C3 . ...... .... . ... . . . .............. . ..... �BNSF®N NS CC ::.4�IF F� 4 0 �E ......... . ..... . ...... CC 1-4- C. ONSET (TRAFFIC) T _-DIRECTIONAl HOPE -IA" DIRECTIONAL RnRF C 3-2" C (BHT) . ......... R 36" RCP 3 3 C TNAFF ICI. ..... . ....... ...... . ------- 3. C 6 S 4 C T B.S" I -A" C I BNSP C (ONSET I .. ................. .. .... ... . . . . . . . . . . . . cL ............. . . ...... . ... BNSF DIRECTION, ROJIL an, 1-3" C B.SF)a//7ll z NI DIRFCTIQNAl BORE DIRECTIONAL ROPE :CRTH MAS)N ST. 4Q.-_ SF 1-3" C (BNSF) �-3: C :B SF: 2 BNSFI 4 C ON -3' C NSF 2-4" C IBNSr) ------ — - ------- . ....... . .... ..... . .. ...... NSF .... .... =77 X I . ... ... CABINET F A VAT UL E S I -tax —EXIST. COMMULT . �-TRAF=TP� ;4P 3At .VA.... , .— a!ZEX 3 C E ��-'a n_ 2 1-2C (B-T ,TRAF) J _..�= -= P9, 1-2" C (TRAF1 ......... ]"XISTNI NOTES: 1. ALL BENDS SHALL BE SWEPT BENDS TN A MINIMUM RADIUS NOT LESS THAN 10 T I WS THE CONDUIT DIAMETER. 2. HAND TRENCH TO VAULTS FROM BORE PITS I TS OR RECEIVING PITS Fol stole: ENLARGED _INTERSECTION 3. STUB 1-2- CONDUIT TO GRASSY AREA E 1401 17TH ST. STC 610 ALONG WEST SIDE OF MASON NORTH C, Gl.1cA 202 LAPORTE. 1. Pr�rt Doto:7/12/2011 Florge Sheet Revisions MASON CORRIDOR BRT ---- DOWNTOWN CONVERSION Project No. File NCe,,:7O73-BRT_MJ SStat I orl-ayou, -LaPorte g'Ow coatents Init. weriz. Scale: I'=lO "rf. Sole: NT „Fort :, �, I 2BI NOPTH COLLEGE AVENITE w S. um� TALVD, ST 0 I0a' I.I.L.S. C. 90511 L.IA CO 90338 902216605 ". ST LAPORTE AVENUE ENLARGED INTERSECTION PLAN No R.v I S I Ft. Collins: 7073 crm MIT nftlw Unit Leceer Initials (= A.ViSOJ; C=) Defoi I er: V070: SIT eets: EC25 of 2a SFOO NUTITer ............... . ........ . 21R . - VAULT NEW. I E` 0- C INS' TRAF CNEW. N DIRECTIONAI DONE 0 TROLLER —1-2 C (THAT) \ . . q 'Y OTHERS 1-4� C IRNSF1 Cij REC 1jDNAE:sQRQ� ........ .... . ........... -3 I C IBNSF) . ....... .. ...... . .. . .... . ... ........... . . ....... . . EXIST. Tv/,EH r . .... . .. ------ TRAP gf\SF RECTIQNARA� DORF 1-4" C 19 BNS 131\ SF �BN F � 1=13N 1 4' C IBNSF) B N ' : :T AF; TR F CIIONAL 0 C :(BNS ILTUNDAT ........... EXIST. CAD INET F I GO/iXAS f NOTES: I. ALL BENDS SHALL BE SWEPT BENDS A uINIWY RADIUS NOT LESS THAN TILES IHE CONDUIT DIAMETER. WITH 10 11 z 2. HAND TRENCH To VAULTS FROM BORE ENLARGED INTERSECTION P ITS OR RECEIVING PITS 1401 177H ST. S T E 610 --H. -.' A W IvM'S'a, G .' a I i Print Date:7/1 2/201 1 Sheet Revisions MASON CORRIDOR BRT ---- DOWNTOWN CONVERSION Project No. �. le NOM:7073-BRT-MISStat onLoyout-MCIPI eEr I .... a- C2611 1911wg CORETArts Wt. CEX .1 No Rev; slc�s: MAPLE STREET ENLARGEO INTERSECTION PLAN Ft. ColliTS: 7073 Horiz. Scale: I "=I 0' Vert! Scale; N/A Unit nfGmUf;m Unit Lecoer ln;flols .-FortColhns `,— -00� Rev 1 Sea: Do. i one, Structure 281 NORTH COLLEGE AVENLE .1 � �.ON ftv.. n1. z0. oetc;ler: C= To FT Ct"5. CO 80522 LMEWOOD. CO 8028 9IG121.1.1 120 5H,HRO YLHu. Sheet Subs.t: STA.C( I Sh FINAL BACXFILL AND COMPACT PER NOTES BELOW i LIFT PIN 1ANT�ZAGA COMPLANTPDLVNER CONCRETE COER IWIiHNONS S U RFACEI POLYMER CONCRETE CROWN OF PIPE COVER BOLT DOWN 12XI BOX Ica ITH OPEN BOTTOM) B DiipM OF TRENCH PRE -DRILL FOR LOCKOUT DEVICE BY REMOVEA8LE LIFTING UNDISTURBED NATIVE LDCKDOWN. INC. LUGS IGX) ION 18" 8 DEEPER) SOIL INITIAL 4" BNSF CONOUIT BACXF ILL 3" BNSF CONDUIT 3" 2-1}^ _)" 2" LIGHT B POWER CONDUIT t„ 2'-8j" TIP But CONDUIT 2 �A N. 36 2'-0" 2" CSU CONDUIT 0 1. MUN x TIO r VAULT. POLYMER CONCRETE a COMMUNICATION VAUL i. NOT FOR USE IN R DADWA Y. 2'-41^ 2. 36" x 48" x 18' PRE -CAST CONCRETE 9 TRAFFIC RATED COMMUNICATION VAULT. FOR USE IN ROADWAY. TRENCH BACKFILL AND COMPACTION GUIDE. 6 m LOCKOUT DEVICE BY 1. Before any backflling operations are started, Inspect all trenches. 1-3 /1 LocxoOwu. IrvC. 2. If soil materials in the bottom of a trench does not comply with specified requirements or might result in unequal settlement, all unsatisfactory or non -compliant material shall be removed and the trench shall be ' r backfilled with materials that Comply with specified requirements. n 3. Check for cable placement, conduit integrity, concrete encasement of conduit when required, adequate 4' bedding/cover over direct boded cables, proper minimum depth, pole and pad risers, cable entrance to A A and from vaults and pads, secondary pull boxes and service stubs marked with electronic markers to 0 determine that the work has been done in accordance with construction Standards and fob pant L-L specifications�i I SECTION A -A 4. BackBll shall be free from stones, rock, or other material that might damage the cable or conduit. TOP VIEW TOP VIEW SCALE N/A Selected backfill shall contain no soft material larger than Yd'in diameter, Y 8 5. Backfill shall be done In equal increments the length and girth of the trench line. Machinery shall not be used for compaction that could damage the conduit FRONT vlEw 6. The density tests shall be performed at various depths In the Trench to ensure that the required compaction is obtained throughout. For trenches less than 30' in depth, compaction tests shall be taken at the surface as a minimum. ]. The frequency of density tests shall be a minimum of 300 linear feet of mainline trench and at the minimum of one lateral line test per each 5laterals installed. The number of density tests may be SIDE VIEW Fnpui vlEw SIDE vlEw Increased if directed by the City Of Fort Collins Electric CDC Inspector. It flowable fill is Installed, compaction and density tests are not required. B. All trench lines shall be restored to Me original grade. Any excess soft shall be piled on top of the trench and shall be well Compacted. The top surface of the trench backfill shall be smooth and Bush with the surronding grade. The premises should be left in clean condition and all rock and debris shall be removed and disposed of legally. TRENCH DETAIL �30" x 48" POLYMER SPLICE BOXx 48" POLYMER SPLICE BOX xmn:rn¢'-o' 1401 nu si. srE c)a solo:)'-10'ro^ RENvrs. Es eozrF oTnn.mu Print Dmenn3 Sheet Revisions File NomCa Di3-BRT-BRT_m13Detail_LommVauli_EQi dwg MASON CORRIDOR BRT ---- DOWNTOWN CONVERSION Project No. Da ie: Cwmen is Init. Ha'i 2. Soa1e:1"=10' Vert. Scale: N/A ch"-t NO Rev is ons: Communication vault Details Unit Inf1r1m11Cn unit Leeter Initials p _.Fort ColUns p , - Ft. Collins: ipii Revised: Designer: - Structure Q `BI ro". COLLEGE AV[NU Is' E. 1.NN ¢¢v0., SIE. E0o Def Oi I¢r: LJ NUToVIs OFI CO LLINS. [0 005]I r Lu�E W000, CO 00330 VOi d: 910.]21. reel 720.5141100 Sheet ei $UU 501: $TA.[DMM. $110$¢151¢¢15: EE2T Of 28 Sheet NETCer .12 AWE STRANDED COATED COPPER LOCATE WIRE TO ' CONNECT LED ATE PEDESTAL u12 AWG COATED COPPER LOCATE WIRE SEAL ALLNO1.0: AND 12 A -D SEAL FIBER OPTIC AND AND GRNO PENETRATIONS ALL 912 AWL LOCATE WIRE PENETRATIONS I 111 rll �j llrll � 12iSAl SLAFIBERS OPT ICECaOLE I111 IY N 1rr�'r 'h 'I II it j FIll 'I-�lil���(11 I,IL,i 1117 Ill y '7 Ilr1�i,;I Ill �' nla lll�J `SAY' iIrIL III I 4 ir+r.{/'{��'Ie ��vJy pTv ,oj Id I'1 I' In �'`ll7 If nl ,nI Ira �� r 11 I'' I'1 I' 111 ra )IIIII IIF 711 I/ Jo,,'n 7 71 r_ 11 r IF I 17 rl I' I IL L III' I rl'7 �r I I hu !, ➢ LI ,r,�—', r I I I rn �7 Ij 7i n I I' '-I I j1 I uI r ll uI I rCI aI II , 71l Ill -III 17 I� I I II Tr.LII , I Iq- u I .71 IJ_.10-'. 6- ,• IlT`� ' til 11C 2" PVC/HDPE CONDUIT l2/SM FIBER OPTIC 72/SM FIBER OPTIC 3' SAND ALL AROUND CABLE COMM VAULT CABLE RdVEL SEAL CONDUIT AN APPROVED OPENINGS WITN SEALING COMPOUND TD COMM CABINET ---',COMMUNICATIONS VAULT 912 AWG SLACKING PLAN SPLICE ENO L GSURE 12/SM FIBER OPTIC CABLE WITH 50' SLACK STORAGE BO' SLACK STORAGE 72/SM FIBER OPTIC CPBLE LOCATE PEDESTAL �30" TAPE ALL CABLES TO ER ENTERING SPLICE ENCLOSURE FOR }O' INCLOS 1_ III' II I,: I) SEAL CON--T OPENINGS WITH -i j j; -��'�' kj AN APPROVED SEALING CD ..LAND =��-i1 �. ilj—J a12 WAG STRANDED COATED COPPER WIRE FROM LOCATE PEDESTAL. IRREVERSIBLY CRIMPED TO a12 AWG COATED COPPER LOCATE WIREIN CONDUIT. 50' SLACK STORAGE OMM VAULT 72/SM FIBER OPTIC CABLE 4 COMMUNICATIONS VAULT SLACK STORAGE 2 PEDESTAL LOCATE 1 COMMUNICATIONS VAULT SLACK AND SPLICE DETAIL SOF 'w oLxvn®LOzA xme: xul ,. sol i.. x. ns. e:x.T.s. 3oTn unou Pri R1 oate:7/12/2011 _EC28. ® O Q Sheet Revisions MASON CORRIDOR /` ���tCotUns -�"" za1 NORTH COLLEGE AVENUE co 9052] BRT p , NR5 s. UNDN eL... s'O zoo co 80228 100%Submittal DOWNTOWN CONVERSION COMMUNICATIONS VAULT ENCL05URE DETAILS Project No. File Name d073-BRT MISDeT i l_Spll ceEnclosur -COCte: Laments Init. NO Rev is ians: Ft. Collins: 7073 Hartz. SCale:N.I.S. Vert. Scale: N/A Unit Information Unit Leader Initials Revi Sed: De519ner: - structure NMTECrS Detai let LI O RGo $316605Z, lieD"oowa Void; Sheet Su Use t: STA. CO MIT 1 Sab5Ct Shee15: EC 28 of 28 SNeet NunOer SECTION 00100 INSTRUCTIONS TO BIDDERS 1.0 DEFINED TERMS Terms used in these Instructions to Bidders which are defined in the Standard General Conditions of the Construction Contract (No. 1910-8, 1990 ed.) have the meanings assigned to them in the General Conditions. The term "Bidder" means one who submits a Bid to OWNER, as distinct from a sub -bidder, who submits a Bid to Bidder. The terms "Successful Bidder" means the lowest, qualified, responsible and responsive Bidder to whom OWNER (on basis of OWNER's evaluation as hereinafter provided) makes an award. The term "Bidding Documents" includes the Advertisement or Invitation to Bid, Instructions to Bidders, the Bid Form, and the proposed Contract Documents (including all Addenda issued prior to receipt of Bids). 2.0 COPIES OF BIDDING DOCUMENTS 2.1. Complete sets of Bidding Documents may be obtained as stated in the Invitation to Bid. No partial sets will be issued. The Bidding Documents may be examined at the locations identified in the Invitation to Bid. 2.2. Complete sets of Bidding Documents shall be used in preparing Bids; neither OWNER nor Engineer assumes any responsibility for errors or misinterpretations resulting from the use of incomplete sets of Bidding Documents. 2.3. The submitted Bid proposal shall include Sections 00300, 00410, 00420, and 00430 fully executed. 2.4. OWNER and Engineer, in making copies of Bidding Documents available on the above terms, do so only for the purpose of obtaining Bids on the Work and do not confer a license or grant for any other use. 3.0 QUALIFICATION OF BIDDERS 3.1 To demonstrate qualifications to perform the Work, each Bidder must submit at the time of the Bid opening, a written statement of qualifications including financial data, a summary of previous experience, previous commitments and evidence of authority to conduct business in the jurisdiction where the Project is located. Each Bid must contain evidence of Bidder's qualification to do business in the state where the Project is located or covenant to obtain such qualification prior to award of the contract. The Statement of Qualifications shall be prepared on the form provided in Section 00420. 3.2. In accordance with Section 8-160 of the Code of the City of Fort Collins in determining whether a bidder is responsible, the following shall be considered: (1) The ability, capacity and skill of the bidder to perform the contract or provide the services required, (2) whether the bidder can perform the contract or provide the service promptly and within the time specified without delay or interference, (3) the character, integrity, reputation, judgment, experience and efficiency of the bidder, (4) the quality of the bidder's performance of previous contracts or services, (5) the previous and existing compliance by the bidder with laws and ordinances relating to the contract or service, (6) the sufficiency of the financial resources and ability of the bidder to perform the contract or provide the service, (7) the quality, availability and adaptability of the materials and services to the particular use required, (8) the ability of the bidder to provide future maintenance and service for the use of the subject of the contract, and (9) any other circumstances which will affect the bidder's performance of the contract. 3.3. Each Bidder may be required to show that he has handled former Work so that no just claims are pending against such Work. No Bid will be accepted from a Bidder who is engaged on any other Work which would impair his ability to perform or finance this Work. 3.4 No Bidder shall be in default on the performance of any other contract with the City or in the payment of any taxes, licenses or other monies due to the City. 4.0 EXAMINATION OF CONTRACT DOCUMENTS AND SITE 4.1. It is the responsibility of each Bidder, before submitting a Bid, to (a) examine the Contract Documents thoroughly, (b) visit the site to familiarize himself with local conditions that may in any manner affect cost, progress or performance of the Work, (c) familiarize himself with federal, state and local laws, ordinances, rules and regulations that may in any manner affect cost, progress or performance of the Work, (d) study and carefully correlate Bidder's observations with the Contract Documents, and (e) notify Engineer of all conflicts, errors or discrepancies in the Contract Documents. 4.2. Reference is made to the Supplementary Conditions for identification of: Subsurface and Physical Conditions SC-4.2. 4.3. The submission of a Bid will constitute an incontrovertible representation by Bidder that Bidder has complied with every requirement of this Article 4, that without exception the Bid is premised upon performing and furnishing the Work required by the Contract Documents and such means, methods, techniques, sequences or procedures of construction as may be indicated in or required by the Contract Documents, and that the Contract Documents are sufficient in scope and detail to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. 5.0 INTERPRETATIONS AND ADDENDA. 5.1. All questions about the meaning or intent of the Bidding Documents are to be submitted in writing to the Engineer and the OWNER. Interpretation or clarifications considered necessary in response to such questions will be issued only by Addenda. Questions received less than seven days prior to the date for opening of the Bids may not be answered. Only questions answered by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. 5.2. All questions concerning the scope of this project should be directed to the Engineer. Questions regarding submittal of bids should be directed to the City of Fort Collins' Purchasing Division. 5.3. Addenda may also be issued to modify the Bidding Documents as deemed advisable by OWNER or Engineer. 5.4. Addenda will be mailed or delivered to all parties recorded by the OWNER as having received the Bidding documents. 6.1. Each Bid must be accompanied by Bid Security made payable to OWNER in the amount stated in the Invitation to Bid. The required security must be in the form of a certified or bank cashier's check payable to OWNER or a Bid Bond on the form enclosed herewith. The Bid Bond must be executed by a surety meeting the requirements of the General Conditions for surety bonds. 6.2. The Bid Security of the successful Bidder will be retained until such Bidder has executed the Agreement and furnished the required contract security, whereupon Bid Security will be returned. If the successful Bidder fails to execute and deliver the Agreement and furnish the required contract security within 15 days of the Notice of Award, OWNER may annul the Notice of Award and the Bid Security of that Bidder will be forfeited. The Bid Security of other Bidders whom OWNER believes to have reasonable chance receiving the award may be retained by OWNER until the earlier of the seventh day after the effective date of the Agreement or the thirty-first day after the Bid Opening, whereupon Bid Security furnished by such Bidders will be returned. Bid Security with Bids which are not competitive will be returned within seven days after the Bid opening. 7.0 CONTRACT TIME. The number of days within which, or the date by which the Work is to be substantially complete and also completed and ready for Final Payment (the Contract Times) are set forth in the Agreement. -1- U.S. DEPT. OF LABOR, DAVIS BACON MINIMUM WAGES, COLORADO DATE 07-29-11 GENERAL DECISION NUMBERS CO20100014 AND CO20100015, HIGHWAY CONSTRUCTION EXHIBIT 2 — REVISED DAVIS BACON WAGE DETERMINATION Decision Nos. CO20100014 and CO20100015 dated Modifications ED March 12, 2010 supersedes Decision Nos. C0020080014 MOD Number Date Pase Number(s) and C0020080015 dated February 08 2008. 1 05-07-10 1,2 2 06-04-10 1,5 1 2 When work withinproject is located in two or more .a counties and the minimum wages and fringe benefits are 3 08-06.10 1,5 3 different for one or more job classifications, the higher 4 10-08-10 1 4 minimum wages and fringe benefits shall apply 5 10-29-10 5 5 throughout the project. 6 07-15-11 1, s 6 7 07-29-11 1,5 1 7 General Decision No. CO20100014 applies to the following counties: Adams, Arapahoe, Boulder, Broomfield, Denver, Douglas, El Paso, Jefferson, Larimer, Mesa, Pueblo, and Weld counties. General Decision No. CO20100014 The wage and fringe benefits listed below reflect collectively bargained rates. Code Classification Basic Fringe Benefits Last Hourly Mod Rate ELECTRICIANS: 1200 Electrical work $150,000 or less (Pueblo county) 22.85 10.79 1201 Electrical work over $150,000 (Pueblo county) 27.00 10.91 Electricians (Adams, Arapahoe, Boulder, Broomfield, 1202 Denver, Douglas, Jefferson, Larimer, and Weld 31.60 12.52 6 counties) 1203 Electricians (El Paso county) 28.55 13.43 7 1204 Electricians (Mesa county) 20.31 8.92 1205 Traffic Signal Installer (Zone 1) 23.83 4.75 + 13.75% 1206 Traffic Signal Installer (Zone 2) 26.83 4.75 + 13.75% Traffic Installer Zone Definitions Zone 1 — Within a 35 mile radius measured from the addresses of the following cities: Colorado Springs - Nevada & Bijou Denver - Ellsworth Avenue & Broadway Ft. Collins - Prospect & College Grand Junction - 12th & North Avenue Pueblo - I-25 & Highway 50 Zone 2 - All work outside these areas. POWER EQUIPMENT OPERATORS: 1300 Asphalt Screed 23.67 9.22 1301 Bituminous or Asphalt Spreader/Laydown Machine 23.67 9.22 1302 Bulldozer 23.67 9.22 Addendum 2 — 7263 Downtown Conduit Backbone and Laterals Page 1 of 11 8.0 LIQUIDATED DAMAGES. Provisions for liquidated damages are set forth in the Agreement. 9.0 SUBSTITUTE ("OR EQUAL") MATERIAL AND EQUIPMENT The Contract, if awarded, will be on the basis of material and equipment described on the Drawings or specified in the Specifications without consideration of possible substitute or "or equal' items. Whenever it is indicated on the Drawings or specified in the Specifications that a substitute or "or equal' item of material or equipment may be furnished or used by CONTRACTOR if acceptable to Engineer, application for such acceptance will not be considered by Engineer until after the "effective date of the Agreement'. The procedure for submittal of any such application by CONTRACTOR and consideration by Engineer is set forth in the General Conditions which may be supplemented in the General Requirements. 10.0 SUBCONTRACTORS, SUPPLIERS AND OTHERS 10.1. Each Bidder shall submit at the Bid opening to OWNER a list of principal subcontractors he proposes to use in the Work. Refer to Section 00430 contained within these Documents. 10.2. If OWNER or Engineer after due investigation has reasonable objection to any proposed Subcontractor, either may, before the Notice of Award is given, request the apparent successful Bidder to submit an acceptable substitute without an increase in Bid price. If the apparent successful Bidder declines to make any substitution, OWNER may award the contract to the next lowest responsive and responsible Bidder that proposes to use acceptable subcontractors. Subcontractors, suppliers, other persons or organization listed and to whom OWNER or Engineer does not make written objection prior to the giving of the Notice of Award will be deemed acceptable to OWNER and ENGINEER subject to revocation of such acceptance after the effective date of the Agreement as provided in the General Conditions. 10.3. CONTRACTOR shall not be required to employ any subcontractor, supplier or other persons or organizations against whom he has reasonable objection. The use of subcontractors listed by the Bidder and accepted by OWNER prior to the Notice of Award will be required in the performance of the Work. 11.0 BID FORM. 11.1. A copy of the Bid Form is bound in the Contract Documents which may be retained by the Bidder. A separate unbound copy is enclosed for submission with the Bid. 11.2. Bid Forms must be complete in ink or typed. All lump sum prices on the form must be stated in words and numerals; in case of conflict, words will take precedence. Unit prices shall govern over extensions of sums. 11.3. Bids by corporations must be executed in the corporate name by the president or a vice-president (or other appropriate officer accompanied by evidence of authority to sign) and the corporate seal shall be affixed and attested by the secretary or an assistant secretary. The corporate address and state of incorporation shall be shown below the corporate name. 11.4. Bids by partnerships must be executed in the partnership name and signed by a partner, his title must appear under his signature and the official address of the partnership must be shown below the signature. 11.5. Bids by joint venture shall be signed by each participant in the joint venture or by an authorized agent of each participant. The full name of each person or company interested in the Bid shall be listed on the Bid Form. 11.6. The Bid shall contain an acknowledgement of receipt of all Addenda (the numbers of which must be filled in on the Bid Form). 11.7. No alterations in Bids, or in the printed forms therefore, by erasures, interpolations, or otherwise will be acceptable unless each such alteration is signed or initialed by the Bidder; if initialed, OWNER may require the Bidder to identify any alteration so initialed. 11.8. The address and telephone number for communications regarding the Bid shall be shown. 12.0 BID PRICING. Bids must be priced as set forth in the Bid Schedule or Schedules. 13.0 SUBMISSION OF BIDS. 13.1. Bids shall be submitted at the time and place indicated in the Invitation to Bid and shall be enclosed in an opaque sealed envelope marked with the Project title, Bid No., and name and address of the Bidder and accompanied by the Bid Security, Bid Form, Bid Bond, Statement of Bidders Qualifications, and Schedule of Subcontractors as required in Section 00430. If the Bid is sent through the mail or other delivery system, the sealed envelope shall be enclosed in a separate envelope with the notation "BID ENCLOSED" on the face of it. 13.2. Bids shall be deposited at the designated location prior to the time and date for receipt of Bids indicated in the Invitation to Bid, or any extension thereof made by addendum. Bids received after the time and date for receipt of Bids will be returned unopened. Bidder shall assume full responsibility for timely delivery at the location designated for receipt of Bids. 13.3. Oral, telephonic, telegraphic, or facsimile Bids are invalid and will not receive consideration. 13.4. No Bidder may submit more than one Bid. Multiple Bids under different names will not be accepted from one firm or association. 14.0 MODIFICATION AND WITHDRAWAL OF BIDS. 14.1. Bids may be modified or withdrawn by an appropriate document duly executed (in a manner that a Bid must be executed) and delivered to the place where Bids are to be submitted at any time prior to the opening of Bids. 14.2. Bids may also be modified or withdrawn in person by the Bidder or an authorized representative provided he can prove his identity and authority at any time prior to the opening of Bids. 14.3. Withdrawn Bids may be resubmitted up to the time designated for the receipt of Bids provided that they are then fully in conformance with these Instructions to Bidders. 15.0 OPENINGS OF BIDS. Bids will be opened and (unless obviously non -responsive) read aloud publicly as indicated in the Invitation to Bid. An abstract of the amounts of the Base Bids and major alternates (if any) will be made available after the opening of Bids. 16.0 BIDS TO REMAIN OPEN SUBJECT TO ACCEPTANCE. All Bids shall remain open for forty-five (45) days after the day of the Bid Opening, but OWNER may, in his sole discretion, release any Bid and return the Bid Security prior to that date. 17.0 AWARD OF CONTRACT. 17.1. OWNER reserves the right to reject any and all Bids, to waive any and all informalities not involving price, time or changes in the Work, to negotiate contract terms with the Successful Bidder, and the right to disregard all nonconforming, nonresponsive, unbalanced or conditional Bids. Also, OWNER reserves the right to reject the Bid of any Bidder if OWNER believes that it would not be in the best interest of the Project to make an award to that Bidder, whether because the Bid is not responsive or the Bidder is unqualified or of doubtful financial ability or fails to meet any other pertinent standard or criteria established by OWNER. Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favor of the correct sum. 17.2. In evaluating Bids, OWNER will consider the qualifications of the Bidders, whether or not the Bids comply with the prescribed requirements, and such alternates, unit prices and other data, as may be requested in the Bid Form or prior to the Notice of Award. 17.3. OWNER may consider the qualification and experience of Subcontractors, Suppliers, and other persons and organizations proposed for those portions of the Work as to which the identity of Subcontractors, Suppliers, and other persons and organizations is submitted as requested by OWNER. OWNER also may consider the operating costs, maintenance requirements, performance data and guarantees of major 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 hall deliver one fully signed counterpart to CONTRACTOR. Each counterpart is to be accompanied by a complete set of the Drawings with appropriate identification. 20.0 TAXES. OWNER is exempt from Colorado State Sales and Use Taxes on materials and equipment to be incorporated in the Work. Said taxes shall not be included in the Contract Price. Reference is made to the General and Supplementary Conditions. 21.0 RETAINAGE. Provisions concerning retainage are set forth in the Agreement. 22.0 COLLUSIVE OR SHAM BIDS. Any Bid deemed by the City in its sole discretion to be a collusive or sham Bid will be rejected and reported to authorities as such. Your authorized signature of this Bid assures that such Bid is genuine and is not a collusive or sham Bid. 23.0 BID RESULTS. For information regarding results for individual Bids send a self-addressed, self - stamped envelope and a Bid tally will be mailed to you. Bid results will be posted in the Purchasing office seven (7) days after the Bid Opening. SECTION 00300 BID FORM SECTION 00300 BID FORM PROJECT: 7263 Downtown Conduit Backbone and Laterals Place: Date: In compliance with your Invitation to Bid dated July 15, 2011 and subject to all conditions thereof, the undersigned a (Corporation, Limited Liability Company, Partnership, Joint Venture, or Sole Proprietor) authorized to do business in the State of Colorado hereby proposes to furnish and do everything required by the Contract Documents to which this refers for the construction of all items listed on the following Bid Schedule or Bid Schedules. 2. The undersigned Bidder does hereby declare and stipulate that this proposal is made in good faith, without collusion or connection with any other person or persons Bidding for the same Work, and that it is made in pursuance of and subject to all the terms and conditions of the Invitation to Bid and Instructions to Bidders, the Agreement, the detailed Specifications, and the Drawings pertaining to the Work to be done, all of which have been examined by the undersigned. 3. Accompanying this Bid is a certified or cashier's check or standard Bid bond in the sum of ($ ) in accordance with the Invitation To Bid and Instructions to Bidders. 4. The undersigned Bidder agrees to execute the Agreement and a Performance Bond and a Payment Bond for the amount of the total of this Bid within fifteen (15) calendar days from the date when the written notice of the award of the contract is delivered to him at the address given on this Bid. The name and address of the corporate surety with which the Bidder proposes to furnish the specified performance and payment Bonds is as follows: 5. All the various phases of Work enumerated in the Contract Documents with their individual jobs and overhead, whether specifically mentioned, included by implication or appurtenant thereto, are to be performed by the CONTRACTOR under one of the items listed in the Bid Schedule, irrespective of whether it is named in said list. 6. Payment for Work performed will be in accordance with the Bid Schedule or Bid Schedules subject to changes as provided in the Contract Documents. 7. The undersigned Bidder hereby acknowledges receipt of Addenda No. through 8. BID SCHEDULE (Base Bid) Item No. Description BRT (A) BNSF (B) Traffic (C) Total Contract Quantity (D=A+B+C) Unit Unit Price (E) Total (D x E) 626-00001 Mobilization 0.33 0.33 0.33 1.0 LS $ $ 630-00001 Construction Zone Traffic Control 0.33 0.33 0.33 1.0 LS $ $ 660-00001 Trenching 640 210 125 975 LF S $ 660-00002 Potholing 100 100 100 300 FIR $ $ 660-00003 Controlled Low Strength Material 640 210 65 915 CY $ $ 660-00004 Directional Boring 4,515 5,274 1,955 11,744 LF $ $ 660-00005 2"HDPE SDRII 17,192 0 2,600 19,792 LF S $ 660-00006 3" HDPE SDRI1 0 5,824 4,400 10,224 LF $ $ 660-00007 4" HDPE SDR11 0 7,322 0 7,322 LF $ $ 660-OW08 2" PVC SCH 40 550 0 114 664 LF $ $ 660-00009 3" PVC SCH 40 0 325 145 470 LF $ $ 660-00010 4" PVC SCH 40 0 325 0 325 LF $ $ 660-00011 2" PVC SCH 40 - 45° Radius I OX Internal Dia. 17 0 13 30 EA $ $ 660-00012 3" PVC SCH 40 - 45' Radius 10X Internal Dia. 0 13 18 31 EA $ $ 660-00013 4" PVC SCH 40 - 45' Radius IOX Internal Dia. 0 13 0 13 EA $ $ 660-00014 2" PVC SCH 40 - 90' Radius I OX Internal Dia. 17 0 13 30 EA $ $ 660-00015 3" PVC SCH 40 - 90' Radius IOX Internal Dia. 0 13 18 31 EA $ $ 660-00016 4" PVC SCH 40 - 90' Radius IOX Internal Dia. 0 13 0 13 EA $ $ 660-00017 36" X 48" Comm Splice Vault 11 0 0 11 EA $ $ 660-00018 36" X 48" Comm Slack Storage Vault 6 0 0 6 EA $ $ 660-00019 36" X 48" BNSF Vault 0 11 11 22 EA $ $ 660-00020 18"X 31"Traffic Vault 0 0 6 6 EA $ $ 660-00021 13" X 24" Traffic Vault 0 0 7 7 EA $ $ 660-00022 Comm Handhole 3 0 0 3 EA $ $ TOTAL PROJECT COST $ _ Firm Name Signature E-mail Address Phone/Far Check One: Corporation Partnership DBA LLC PC 9. PRICES The foregoing prices shall include all labor, materials, transportation, shoring, removal, dewatering, overhead, profit, insurance, etc., to cover the complete Work in place of the several kinds called for. Bidder acknowledges that the OWNER has the right to delete items in the Bid or change quantities at his sole discretion without affecting the Agreement or prices of any item so long as the deletion or change does not exceed twenty-five percent (25%) of the total Agreement Price. RESPECTFULLY SUBMITTED: CONTRACTOR BY: Printed Date Title License Number (If Applicable) (Seal - if Bid is by corporation) Attest: Address Telephone Email �4=14 IOIMIIITAIII] SUPPLEMENTS TO BID FORMS 00410 Bid Bond 00420 Statement of Bidder's Qualifications 00430 Schedule of Subcontractors -2- U.S. DEPT. OF LABOR, DAVIS BACON MINIMUM WAGES, COLORADO DATE 07-29-11 GENERAL DECISION NUMBERS CO20100014 AND CO20100015. HIGHWAY CONSTRUCTION General Decision No. CO20100014 The wage and fringe benefits listed below reflect collectively bargained rates. Code Classification Basic Fringe Benefits Last Hourly Mod Rate POWER EQUIPMENT OPERATORS (cont.): Crane: 1305 50 tons and under 23.82 9.22 1306 51 to 90 tons 23.97 9.22 1307 91 to 140 tons 24.12 9.22 1308 141 tons and over 24.88 9.22 Drill Operator: 1309 William MF/Watson 2500 only 23.97 9.22 Grader/Blade: 1310 Rough 23.67 9.22 1311 Finish 23.97 9.22 Loader: 1312 Barber Green, etc., 6 cubic yards and under 23.67 9.22 1313 Over 6 cubic yards 23.82 9.22 Mechanic and/or Welder (Includes heavy duty and combination mechanic and welder): 1314 Mechanic and/or Welder 26.12 9.22 1 1315 Mechanic/Welder (Heavy duty) 23.97 9.22 1316 Oiler 22.97 9.22 Power Broom: 1317 Under 70 HP 22.97 9.22 1318 70 HP and over 23.67 9.22 Roller (excluding dirt and soil compaction): 1319 Self-propelled, rubber tires under 5 tons 23.32 9.22 1320 Self-propelled, all types over 5 tons 23.67 9.22 Scraper: 1321 Single bowl under 40 cubic yards 23.82 9.22 1322 Single bowl including pups 40 cubic yards and 23.97 9.22 tandem bowls and over 1323 Trackhoe 23.82 9.22 Addendum 2 - 7263 Downtown Conduit Backbone and Laterals Page 2 of 11 SECTION 00410 BID BOND KNOW ALL MEN BY THESE PRESENTS: that we, the undersigned as Principal, and as Surety, are hereby held and firmly bound unto the City of Fort Collins, Colorado, as OWNER, in the sum of $ for the payment of which, well and truly to be made, we hereby jointly and severally bind ourselves, successors, and assigns. THE CONDITION of this obligation is such that whereas the Principal has submitted to the City of Fort Collins, Colorado the accompanying Bid and hereby made a part hereof to enter into a Construction Agreement for the construction of Fort Collins Project, . NOW THEREFORE, (a) If said Bid shall be rejected, or (b) If said Bid shall be accepted and the Principal shall execute and deliver a Contract in the form of Contract attached hereto (properly completed in accordance with said Bid) and shall furnish a BOND for his faithful performance of said Contract, and for payment of all persons performing labor or furnishing materials in connection therewith, and shall in all other respects perform the Agreement created by the acceptance of said Bid, then this obligation shall be void; otherwise the same shall remain in force and effect, it being expressly understood and agreed that the liability of the Surety for any and all claims hereunder shall, in no event, exceed the penal amount of this obligation as herein stated. The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and its BOND shall be in no way impaired or affected by any extension of the time within which the OWNER may accept such Bid; and said Surety does hereby waive notice of any such extension. Surety Companies executing bonds must be authorized to transact business in the State of Colorado and be accepted by the OWNER. IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals this day of 20_, and such of them as are corporations have caused their corporate seals to be hereto affixed and these presents to be signed by their proper officers, the day and year first set forth above. PRINCIPAL Name: Address: By: Title: ATTEST: By: (SEAL) SURETY M Title: (SEAL) SECTION 00420 STATEMENT OF BIDDER'S QUALIFICATIONS All questions must be answered and the data given must be clear and comprehensive. This statement must be notarized. If necessary, questions may be answered on separate attached sheets. The Bidder may submit any additional information he desires. 1. Name of Bidder: 2. Permanent main office address: 3. When organized: 4. If a corporation, where incorporated: 5. How many years have you been engaged in the contracting business under your present firm or trade name? 6. Contracts on hand: (Schedule these, showing the amount of each contract and the appropriate anticipated dates of completion.) 7. General character of Work performed by your company: 8 Have you ever failed to complete any Work awarded to you? If so, where and why? 9. Have you ever defaulted on a contract? If so, where and why? 10. Are you debarred by any government agency? If yes list agency name. 11. List the more important projects recently completed by your company, stating the approximate cost of each, and the month and year completed, location and type of construction. 12. List your major equipment available for this contract. 13. Experience in construction Work similar in importance to this project: 14. Background and experience of the principal members of your organization, including officers: 15. Credit available: $ 16. Bank Reference: 17. Will you, upon request, fill out a detailed financial statement and furnish any other information that may be required by the OWNER? 18. Are you licensed as a General Contractor? If yes, in what city, county and state? What class, license and numbers? 19. Do you anticipate subcontracting Work under this Contract? If yes, what percent of total contract? And to whom? 20. Are any lawsuits pending against you or your firm at this time? IF yes, DETAIL 21. What are the limits of your public liability? DETAIL What company? 22. What are your company's bonding limitations? 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 Name of Bidder Bv: Title: State of _ County of is of day of 20, being duly sworn deposes and says that he and that (name of organization) the answers to the foregoing questions and all statements therein contained are true and correct. Subscribed and sworn to before me this day of 20. (Seal) Notary Public My commission expires: 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 COLORADO DEPARTMENT OF TRANSPORTATION Project #: BIDDERS LIST DATA and UNDERUTILIZED - Location: DBE (UDBE) BID CONDITIONS ASSURANCE Prime Contractor Instructions: This form has two sections, both must be completed and submitted with your bid. Complete Section Ito list all subcontract quotes received (non -DBE and DBE). Complete Section II to report only Underutilized DBE (UDBE) participation percentages which qualify under the contract goal specification for this project. Please review CDOT Form #715 instructions before completing Section II. Attach additional sheets as necessary. POLICY It is the policy of the Colorado Department of Transportation that underutilized disadvantaged business enterprises have equal opportunity to participate on projects financed with federal, state or local entity funds. Consistent with 49 Code of Federal Regulations (CFR) Part 26.11, the Bidders List data provided by the Contractors will provide CDOT as accurate data as possible about the universe of DBE and non -DBE firms actively seeking work on its highway construction contracts, for use in setting overall DBE goals. SECTION I: CDOT BIDDERS LIST INFORMATION (Non -DBEs and DBEs) 1) Are all subcontract bids (quotes) received by your firm for this project listed below? LJ Yes LJ No 2) If No, make certain any additional subcontract bidding information is submitted to the CDOT Business Programs Office before 4:00 pm on the day after bids are opened to ensure CDOT has the best data possible for setting future DBE goals (use the same table format as below): CDOT Business Programs Office 4201 E. Arkansas Ave., Room 200 Denver, Colorado 80222 FAX: 303-757-9019 EMAIL: eo@dot.state.co.us 3) The most recent CDOT Bidders List will be posted online at: www.dot.state.co.us/EEO/DBEProgramPage.htm Name of firm submitting Bid/Quote Certified Dee firm? Yes No Work item(s) description Firm being used? Yes No �eQ� 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. Page 1 of 2 Previous editions are obsolete and may not be used CDOT Form #714 4106 Name of firm submitting Bid/Quote Certified DBE firm? Yes No Work item(s) description Firm being used? �� Yes No 15. 16. 17. 18. 19. 20. SECTION If: UNDERUTILIZED DBE (UDBE) PARTICIPATION COMMITMENT 1) Total eligible Underutilized DBE (UDBE) percentage amount from Box A below: % 2) Will your company's Underutilized DBE (UDBE) participation commitment meet the contract goal? LJ Yes G No 3) List the UDBE firms, committed work items, and eligible UDBE percentage of your bid committed to each. UDBE Firm name Certification # Committed work item(s) %Commitment toward DBE Goal` 1. % 2. 3. % 4. % 5. % BOX A: TOTAL ELIGIBLE UDBE PERCENTAGE AMOUNT (Round to nearest hundredth) % Detailed instructions on how to calculate DBE commitment amounts are available on CDOT Form #715 and in the "Counting DBE Participation Toward Contract Goals and CDOT's annual DBE goal" section of the "DBE — Definitions and Requirements" in the Standard Special Provisions. I understand that, if my company is determined to be the low bidder for the contract on this project, I must submit a completed CDOT Form #715 CERTIFICATION OF UNDERUTILIZED DBE PARTICIPATION for each firm listed in Section II of this form to the Transportation Department by 4:00 pm on the third work day after the day bids are opened. The actual amounts submitted on each CDOT Form #715 must equal or exceed the DBE percentage commitments documented on this form. In addition, if my company does not meet the DBE/UDBE goal for this project, I must submit a completed CDOT Form #718 DBE GOOD FAITH EFFORT DOCUMENTATION before 4:00 pm on the day after bids are opened. COOT Form #715s submitted for firms not included on this form, OR for amounts exceeding those listed on this form, will be accepted but NOT counted as Good Faith Efforts. Only the efforts the contractor made priorto the bid opening will count as Good Faith Efforts. I understand my obligation to abide by the Policy stated above Section I. 1 shall not discriminate on the basis of race, color, age, sex, national origin, or handicap in the bidding process or the performance of contracts. I DECLARE UNDER PENALTY OF PERJURY IN THE SECOND DEGREE, AND ANY OTHER APPLICABLE STATE OR FEDERAL LAWS, THAT THE STATEMENTS MADE IN THIS DOCUMENT ARE TRUE AND COMPLETE TO THE BEST OF MY KNOWLEDGE. Company Name: Date: Company Officer Signature: Title: rage 4 or z Previous editions are ousoiere and may not oe used COOT Form 0714 4108 Certification Regarding Lobbying Certification for Contracts, Grants, Loans, and Cooperative Agreements (To be submitted with each bid or offer exceeding $100,000) The undersigned [Contractor] certifies, to the best of his or her knowledge and belief, that: (1) No Federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person for influencing or attempting to influence an officer or employee of an agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any Federal contract, the making of any Federal grant, the making of any Federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any Federal contract, grant, loan, or cooperative agreement. (2) If any funds other than Federal appropriated funds have been paid or will be paid to any person for making lobbying contacts to an officer or employee of any agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this Federal contract, grant, loan, or cooperative agreement, the undersigned shall complete and submit Standard Form--LLL, "Disclosure Form to Report Lobbying," in accordance with its instructions [as amended by "Government wide Guidance for New Restrictions on Lobbying," 61 Fed. Reg. 1413 (1/19/96). Note: Language in paragraph (2) herein has been modified in accordance with Section 10 of the Lobbying Disclosure Act of 1995 (P.L. 104-65, to be codified at 2 U.S.C. 1601, et seq .)] (3) The undersigned shall require that the language of this certification be included in the award documents for all subawards at all tiers (including subcontracts, subgrants, and contracts under grants, loans, and cooperative agreements) and that all subrecipients shall certify and disclose accordingly. This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by 31, U.S.C. 1352 (as amended by the Lobbying Disclosure Act of 1995). Any person who fails to file the required certification shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure. [Note: Pursuant to 31 U.S.C.1352(c)(1)-(2)(A), any person who makes a prohibited expenditure or fails to file or amend a required certification or disclosure form shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such expenditure or failure.] The Contractor, certifies or affirms the truthfulness and accuracy of each statement of its certification and disclosure, if any. In addition, the Contractor understands and agrees that the provisions of 31 U.S.C. A 3801, et seq., apply to this certification and disclosure, if any. Official Date Signature of Contractor's Authorized Official Name and Title of Contractor's Authorized BUY AMERICA REQUIREMENTS -49 U.S.C. 53230) - 49 CFR Part 661 Certification requirement for procurement of steel, iron, or manufactured products. Certificate of Compliance with 49 U.S.C. 5323Q)(1) The bidder or offeror hereby certifies that it will meet the requirements of 49 U.S.C. 5323(j)(1) and the applicable regulations in 49 CFR Part 661. Date Company Name, Title • z BUY AMERICA REQUIREMENTS -49 U.S.C. 53230) - 49 CFR Part 661 A bidder or offeror must submit to the FTA recipient the appropriate Buy America certification with all bids on FTA-funded contracts, except those subject to a general waiver. Bids or offers that are not accompanied by a completed Buy America certification must be rejected as nonresponsive. This requirement does not apply to lower tier subcontractors. Certification requirement for procurement of steel, iron, or manufactured products. Certificate of Non -Compliance with 49 U.S.C. 5323(j)(1) The bidder or offeror hereby certifies that it cannot comply with the requirements of 49 U.S.C. 5323(j)(1), but it may qualify for an exception pursuant to 49 U.S.C. 5323(j)(2)(B) or (j)(2)(D) and the regulations in 49 CFR 661.7. Date Signature Company Name Title -3- U.S. DEPT. OF LABOR, DAVIS BACON MINIMUM WAGES, COLORADO DATE 07-29-11 GENERAL DECISION NUMBERS CO20100014 AND CO20100015. HIGHWAY CONSTRT 1CTION General Decision No. CO20100014 The wage and fringe benefits listed below reflect collectively bargained rates. Code Classification Basic Fringe Benefits Last Hourly Mod Rate Laborers: 1400 Asphalt Laborer/Raker, Common Laborer, and Concrete Laborer/Mason Tender 18.68 6.78 General Decision No. CO20100014 The wage and fringe benefits listed below do not reflect collectively bargained rates. 1500 Bricklayers 15.55 2.85 Carpenters: 1600 Form Work (Excluding curbs and gutters) 16.54 3.90 1601 All other work 16.61 3.88 1700 Concrete Finishers/Cement Masons 16.05 3.00 Ironworkers: 1900 Reinforcing 16.69 5.45 1901 Bridge Rail (Excludes guardrail) 18.22 6.01 Laborers: 2001 Fence Erector (Includes fencing on bridges) 13.02 3.20 2002 Form Work (Curbs and gutters only) 11.85 3.45 2003 Guardrail Erector (Excludes bridgerail) 12.89 3.20 2004 Landscape and Irrigation Laborer 12.26 3.16 2005 Pipelayer 13.55 2.41 2006 Striping Laborer (Pre -form layout and removal of 12.62 3.21 pavement markings) 2007 Traffic Director/Flagger 9.55 3.05 Traffic and Sign Laborer (Sets up barricades and 2008 cones, 12.43 3.22 and installs permanent signs) PAINTERS 2100 Brush 16.94 2.10 2101 Spray 16.99 2.87 POWER EQUIPMENT OPERATORS: 2200 Backhoes 16.54 4.24 2201 Bobcat/Skid Loader 15.37 4.28 2202 1 Concrete Pump Operator 16.52 4.30 Addendum 2 - 7263 Downtown Conduit Backbone and Laterals Page 3 of 11 SECTION 00500 AGREEMENTFORMS 00510 Notice of Award 00520 Agreement 00530 Notice to Proceed SECTION 00510 NOTICE OF AWARD DATE: TO: PROJECT: 7263 DOWNTOWN CONDUIT BACKBONE AND LATERALS OWNER: CITY OF FORT COLLINS (hereinafter referred to as "the OWNER") You are hereby notified that your Bid dated 20 for the above project has been considered. You are the apparent successful Bidder and have been awarded an Agreement for 7263 Downtown Conduit Backbone and Laterals. The Price of your Agreement is ($ ). Three (3) copies of each of the proposed Contract Documents (except Drawings) accompany this Notice of Award. Three (3) sets of the Drawings will be delivered separately or otherwise made available to you immediately. You must comply with the following conditions precedent within fifteen (15) days of the date of this Notice of Award, that is by 20 1. You must deliver to the OWNER three (3) fully executed counterparts of the Agreement including all the Contract Documents. Each of the Contract Documents must bear your signature on the cover of the page. 2. You must deliver with the executed Agreement the Contract Security (Bonds) as specified in the Instructions to Bidders, General Conditions (Article 5.1) and Supplementary Conditions. Failure to comply with these conditions within the time specified will entitle OWNER to consider your Bid abandoned, to annul this Notice of Award and to declare your Bid Security forfeited. Within ten (10) days after you comply with those conditions, OWNER will return to you one (1) fully -signed counterpart of the Agreement with the Contract Documents attached. City of Fort Collins OWNER M James B. O'Neill, II, CPPO, FNIGP Director of Purchasing & Risk Management SECTION 00520 AGREEMENT THIS AGREEMENT is dated as of the day of in the year of 20 and shall be effective on the date this AGREEMENT is signed by the City. The City of Fort Collins (hereinafter called OWNER) and (hereinafter called CONTRACTOR) OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree as follows: ARTICLE 1. WORK CONTRACTOR shall complete all Work as specified or indicated in the Contract Documents. The Project for which the Work under the Contract Documents may be the whole or only a part is defined as the excavation, installation, backfill, traffic control and surface restoration of a multiple conduit duct bank in downtown Fort Collins related to the two-way conversion of Mason Street and the MAX Bus Rapid Transit Project and is generally described in Section 01010. ARTICLE 2. ENGINEER The Project has been designed by IBI Group. The City of Fort Collins Engineering, 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 on or before October 31, 2011 and completed and ready for Final Payment and Acceptance in accordance with the General Conditions within thirty (30) calendar days after the date of Substantial Completion. 3.2. Liquidated Damages. OWNER and CONTRACTOR recognize that time is of the essence of this Agreement and that OWNER will suffer financial loss if the Work is not completed within the times specified in paragraph 3.1. above, plus any extensions thereof allowed in accordance with Article 12 of the General Conditions. They also recognize the delays, expenses and difficulties involved in proving in a legal preceding the actual loss suffered by OWNER if the Work is not completed on time. Accordingly, instead of requiring any such proof, OWNER and CONTRACTOR agree that as Liquidated damages for delay (but not as penalty) CONTRACTOR shall pay OWNER the amounts set forth hereafter. 1) Substantial Completion: One Thousand Dollars ($1,000.00) for each calendar day or fraction thereof that expires after October 31, 2011 until the Work is Substantially Complete. 2) Final Acceptance: After Substantial Completion, Five Hundred Dollars ($500.00) for each calendar day or fraction thereof that expires after the thirty (30) calendar day period for Final Payment and Acceptance until the Work is ready for Final Payment and Acceptance. ARTICLE 4. CONTRACT PRICE 4.1. OWNER shall pay CONTRACTOR for performance of the Work in accordance with the Contract Documents in current funds as follows: Dollars ($ ), in accordance with Section 00300, attached and incorporated herein by this reference. ARTICLE 5. PAYMENT PROCEDURES CONTRACTOR shall submit Applications.for Payment in accordance with Article 14 of the General Conditions. Applications for Payment will be processed by ENGINEER as provided in the General Conditions. 5.1. PROGRESS PAYMENTS. OWNER shall make progress payments on account of the Contract Price on the basis of CONTRACTOR's Application for Payment as recommended by ENGINEER, once each month during construction as provided below. All progress payments will be on the basis of the progress of the Work measured by the schedule of values established in paragraph 2.6 of the General Conditions and in the case of Unit Price Work based on the number of units completed, and in.accordance with the General Requirements concerning Unit Price Work. 5.1.1. Prior to Substantial Completion, progress payments will be in the amount equal to the percentage indicated below, but, in each case, less the aggregate of payments Previously made and less such amounts as ENGINEER shall determine, or OWNER may withhold, in accordance with paragraph 14.7 of the General Conditions. 90% of the value of Work completed until the Work has been 50% completed as determined by ENGINEER, when the retainage equals 5% of the Contract Price, and if the character and progress of the Work have been satisfactory to OWNER and ENGINEER, OWNER on recommendation of ENGINEER, may determine that as long as the character and progress of the Work remain satisfactory to them, there will be no additional retainage on account of Work completed in which case the remaining progress payments prior to Substantial Completion will be in an amount equal to 100% of the Work completed. 90% of materials and equipment not incorporated in the Work (but delivered, suitably stored and accompanied by documentation satisfactory to OWNER as provided in paragraph 14.2 of the General Conditions) may be included in the application Section 00520 Page 3 for payment. 5.1.2. Upon Substantial Completion payment will be made in an amount sufficient to increase total payments to CONTRACTOR to 95% of the Contract Price, less such amounts as ENGINEER shall determine or OWNER may withhold in accordance with paragraph 14.7 of the General Conditions or as provided by law. 5.2. FINAL PAYMENT. Upon Final Completion and Acceptance of the Work in accordance with paragraph 14.13 of the General Conditions, OWNER shall pay the remainder of the Contract Price as recommended by ENGINEER as provided in said paragraph 14.13. I,1:41111[yV:IZ!Vxy:ILNrr.A1%rLOPE In order to induce OWNER to enter into this Agreement, CONTRACTOR makes the following representations: 6.1. CONTRACTOR has familiarized himself with the nature and extent of the Contract Documents, Work, site, locality, and with all local conditions and Laws and Regulations that in any manner may affect cost, progress, performance or furnishing of the Work. 6.2. CONTRACTOR has studied carefully all reports of explorations and tests of subsurface conditions and drawings of physical conditions which are identified in the Supplementary Conditions as provided in paragraph 4.2 of the General Conditions. 6.3. CONTRACTOR has obtained and carefully studied (or assumes responsibility for obtaining and carefully studying) all such examinations, investigations, explorations, tests, reports, and studies (in addition to or to supplement those referred to in paragraph 6.2 above) which pertain to the subsurface or physical condition at or contiguous to the site or otherwise may affect the cost, progress, performance or furnishing of the Work as CONTRACTOR considers necessary for the performance or furnishing of the Work at the Contract Price, within the Contract Times and in accordance with the other terms and conditions of the Contract Documents, including specifically the provisions.of paragraph 4.2 of the General Conditions; and no additional examinations, investigations, explorations, tests, reports, studies or similar information or data are or will be required by CONTRACTOR for such purposes. 6.4. CONTRACTOR has reviewed and checked all information and data shown or indicated on the Contract Documents with respect to existing Underground Facilities at or contiguous to the site and assumes responsibility for the accurate location of said Underground Facilities. No additional examinations, investigations, explorations, tests, reports, studies or similar information or data in respect of said Underground Facilities are or will be required by CONTRACTOR in order to perform and furnish the Work at the Contract Price, within the Contract Times and in accordance with the other terms and conditions of the Contract Documents, including specifically the provision of paragraph 4.3. of the General Conditions. 6.5. CONTRACTOR has correlated the results of all such observations, examinations, investigations, tests, reports and data with the terms and conditions of the Contract Documents. 6.6. CONTRACTOR has given ENGINEER written notice of all conflicts, errors or discrepancies that he has discovered in the Contract Documents and the written resolution thereof by ENGINEER is acceptable to CONTRACTOR. ARTICLE 7. CONTRACT DOCUMENTS 7.1 The Contract Documents which comprise the entire Agreement between OWNER and CONTRACTOR concerning the Work consist of the General Conditions, Supplementary Conditions, those items included in the definition of "Contract Documents" in Article 1.10 of the General Conditions, and such other items as are referenced in this Article 7, all of which are incorporated herein by this reference. 7.2 Forms for use by CONTRACTOR in performing the Work and related actions in carrying out the terms of this Agreement are deemed Contract Documents and incorporated herein by this reference, and include, but are not limited to, the following: 7.2.1 Certificate of Substantial Completion 7.2.2 Certificate of Final Acceptance 7.2.3 Lien Waiver Releases 7.2.4 Consent of Surety 7.2.5 Application for Exemption Certificate 7.2.6 Application for Payment 7.3 Drawings, consisting of a cover sheet and sheets numbered as follows: EC01 — Cover Sheet & Corridor Map ECO2 — Index Sheet EC03 — Symbols Legend & Notes EC04 — Conduit Backbone (Segment 01) EC05 — Vault & Wiring Details (Segment 01) EC06 — Vault & Conduit Details (Segment 01) EC07 — Conduit Backbone (Segment 02) EC08 — Vault & Wiring Details (Segment 02) EC09 — Vault & Conduit Details (Segment 02) EC10 — Conduit Backbone (Segment 03) EC11 — Vault & Wiring Details (Segment 03) EC12 — Vault & Wiring Details (Segment 03) EC13 — Vault & Conduit Details (Segment 03) EC14 — Conduit Backbone (Segment 04) EC15 — Vault & Wiring Details (Segment 04) EC16 — Vault & Conduit Details (Segment 04) EC17 — Conduit Backbone (Segment 05) EC18 — Vault & Wiring Details (Segment 05) EC19 — Vault & Conduit Details (Segment 05) EC20 — Laurel Street Enlargment Intersection Plan EC21 — Mulberry Street Enlargement Intersection Plan EC22 — Olive Street Enlargement Intersection Plan EC23 — Oak Street Enlargement Intersection Plan EC24 — Mountain Street Enlargement Intersection Plan EC25 — Laporte Avenue Enlarged Intersection Plan EC26 — Maple Street Enlarged Intersection Plan EC27 — Communication Vault Details EC28 — Communications Vault Enclosure Details The Contract Drawings shall be stamped "Final for Construction" and dated. Any revisions made shall be clearly identified and dated. 7.4. Addenda Numbers to , inclusive. 7.5. The Contract Documents also include all written amendments and other documents amending, modifying, or supplementing the Contract Documents pursuant to paragraphs 3.5 and 3.6 of the General Conditions. 7.6. There are no Contract Documents other than those listed or incorporated by reference in this Article 7. The Contract Documents may only be amended, modified or supplemented as provided in paragraphs 3.5 and 3.6 of the General Conditions. ARTICLE 8. MISCELLANEOUS 8.1. Terms used in this Agreement which are defined in Article I of the General Conditions shall have the meanings indicated in the General Conditions. 8.2. No assignment by a party hereto of any rights under or interests in the Contract Documents will be binding on another party hereto without the written consent of the party sought to be bound; and specifically but not without limitations, moneys that may become due and moneys that are due may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law), and unless specifically stated to the contrary in any written consent to an assignment no assignment will release or discharge that assignor from any duty or responsibility under the Contract Document. 8.3. OWNER and CONTRACTOR each binds itself, its partners, successors, assigns and legal representatives to the other party hereto, its partners, successors, assigns and legal representatives in respect to all covenants, Agreement and obligations contained in the Contract Document. OWNER: CITY OF FORT COLLINS By: JAMES B. O'NEILL II, CPPO, FNIGP DIRECTOR OF PURCHASING AND RISK MANAGEMENT Title: Date: Attest: City Clerk Address for giving notices: P. O. Box 580 Fort Collins, CO 80522 Approved as to Form Assistant City Attorney By: PRINTED Title: Date: (CORPORATE SEAL) Attest: Address for giving notices: License No.: SECTION 00530 NOTICE TO PROCEED Description of Work: To: This notice is to advise you: That the contract covering the above described Work has been fully executed by the CONTRACTOR and the OWNER. That the required CONTRACTOR's Performance Bond and Payment Bond have been received by the OWNER. That the OWNER has approved the said Contract Documents. Therefore, as the CONTRACTOR for the above described Work, you are hereby authorized and directed to proceed within () calendar days from receipt of this notice as required by the Agreement. Dated this day of , 20 The dates for Substantial Completion and Final Acceptance shall be 20_ and , 20_, respectively. City of Fort Collins OWNER By: Title: ACKNOWLEDGMENT OF NOTICE Receipt of the above Notice to Proceed is hereby acknowledged this day of , 20 CONTRACTOR: By: Title: 4- U.S. DEPT. OF LABOR, DAVIS BACON MINIMUM WAGES, COLORADO DATE 07-29-11 GFNFRAI. DF.CTSTON NIJMBERS CO20100014 AND CO20100015. HIGHWAY CONSTRUCTION General Decision No. CO20100014 The wage and fringe benefits listed below do not reflect collectively bargained rates. Code Classification Basic Fringe Benefits Last Hourly Mod Rate POWER EQUIPMENT OPERATORS (cont.): Drill Operator: 2203 All except William MF/Watson 2500 16.74 2.66 2204 Forklift 15.91 4.09 2205 Rotomill Operator 16.22 4.41 2206 Post Driver/Punch Machine 16.07 4.41 2207 Tractor 13.13 2.95 2208 Compactor (Dirt and soil only) 16.70 3.30 Groundman (Traffic signalization) 2301 Class C 11.44 3.25 Truck Drivers: 2400 Floats -Semi Truck 14.86 3.08 2401 Multipurpose Truck - Specialty & Hoisting 14.35 3.49 2402 Truck Mechanic 16.91 3.01 2403 Pickup Truck (Includes Pilot and Sign/Barricade 13.93 3.68 Truck) 2405 Single Axle Truck 14.24 3.77 2406 Distributor Truck 15.80 5.27 2407 Dump Truck: 2408 14 cubic yards and under 14.93 5.27 2409 15 to 29 cubic yards 15.27 5.27 2410 30 to 79 cubic yards 15.80 5.27 2411 80 cubic yards and over 16.45 5.27 2412 Low Boy Truck 17.25 5.27 2413 Water Truck 14.93 5.27 WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental. Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses [29 CFR 5.5(a)(1)(ii)]. END OF GENERAL DECISION NUMBER CO20100014. Addendum 2 - 7263 Downtown Conduit Backbone and Laterals Page 4 of 11 SECTION 00600 BONDS AND CERTIFICATES 00610 Performance Bond 00615 Payment Bond 00630 Certificate of Insurance 00635 Certificate of Substantial Completion 00640 Certificate of Final Acceptance 00650 Lien Waiver Release (CONTRACTOR) 00660 Consent of Surety 00670 Application for Exemption Certificate SECTION 00610 PERFORMANCE BOND Bond No KNOW ALL MEN BY THESE PRESENTS: that (Firm) (Address) (an Individual), (a Partnership), (a Corporation), hereinafter referred to as the 'Principal' and (Firm) (Address) hereinafter referred to as "the Surety", are held and firmly bound unto City of Fort Collins, 300 Laporte Ave, Fort Collins, Colorado 80522 a (Municipal Corporation) hereinafter referred to as the "OWNER", in the penal sum of in lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, successors and assigns, jointly and severally, firmly by these presents. THE CONDITIONS OF THIS OBLIGATION are such that whereas the Principal entered into a certain Agreement with the OWNER, dated the day of , 20 , a copy of which is hereto attached and made a part hereof for the performance of The City of Fort Collins Project, 7263 Downtown Conduit Backbone and Laterals. NOW, THEREFORE, if the Principal shall well, truly and faithfully perform its duties, all the undertakings, covenants, terms, conditions and agreements of said Agreement during the original term thereof, and any extensions thereof which may be granted by the OWNER, with or without Notice to the Surety and during the life of the guaranty period, and if the Principal shall satisfy all claims and demands incurred under such Agreement, and shall fully indemnify and save harmless the OWNER from all cost and damages which it may suffer by reason of failure to do so, and shall reimburse and repay the OWNER all outlay and expense which the OWNER may incur in making good any default then this obligation shall be void; otherwise to remain in full force and effect. PROVIDED, FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Agreement or to the Work to be performed thereunder or the Specifications accompanying the same shall in any way affect its obligation on this bond; and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Agreement or to the Work or to the Specifications. PROVIDED, FURTHER, that no final settlement between the OWNER and the CONTRACTOR shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied. PROVIDED, FURTHER, that the Surety Company must be authorized to transact business in the State of Colorado and be acceptable to the OWNER. IN WITNESS WHEREOF, this instrument is executed in three (3) counterparts, each one of which shall be deemed an original, this day of , 20 IN PRESENCE OF: (Title) (Corporate Seal) IN PRESENCE OF: IN PRESENCE OF: (Surety Seal) Principal (Title) (Address) Other Partners By: By: Surety By: (Address) NOTE: Date of Bond must not be prior to date of Agreement. If CONTRACTOR is Partnership, all partners should execute Bond. SECTION 00615 PAYMENT BOND Bond KNOW ALL MEN BY THESE PRESENTS: that (Firm) (Address) (an Individual), (a Partnership), (a Corporation), hereinafter referred to as the "Principal" and (Firm) (Address) hereinafter referred to as "the Surety", are held and firmly bound unto the City of Fort Collins, 300 Laporte Ave.. Fort Collins, Colorado 80522 a (Municipal Corporation) hereinafter referred to as "the OWNER", in the penal sum of in lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, successors and assigns, jointly and severally, firmly by these presents. THE CONDITIONS OF THIS OBLIGATION are such that whereas the Principal entered into a certain Agreement with the OWNER, dated the day of 20 , a copy of which is hereto attached and made a part hereof for the performance of The City of Fort Collins - project, 7263 Downtown Conduit Backbone and Laterals. NOW, THEREFORE, if the Principal shall make payment to all persons, firms, subcontractors, and corporations furnishing materials for or performing labor in the prosecution of the Work provided for in such Agreement and any authorized extension or modification thereof, including all amounts due for materials, lubricants, repairs on machinery, equipment and tools, consumed, rented or used in connection with the construction of such Work, and all insurance premiums on said Work, and for all labor, performed in such Work whether by subcontractor or otherwise, then this obligation shall be void; otherwise to remain in full force and effect. PROVIDED, FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Agreement or to the Work to be performed thereunder or the Specifications accompanying the same shall in any way affect its obligation on this bond; and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Agreement or to the Work or to the Specifications. PROVIDED, FURTHER, that no final settlement between the OWNER and the CONTRACTOR shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied. PROVIDED, FURTHER, that the Surety Company must be authorized to transact business in the State of Colorado and be acceptable to the OWNER. IN WITNESS WHEREOF, this instrument is executed in three (3) counterparts, each one of which shall be deemed an original, this day of 20. IN PRESENCE OF: Principal (Title) (Corporate Seal) (Title) (Address) IN PRESENCE OF: Other Partners M By: IN PRESENCE OF: Surety LOM (Address) (Surety Seal) NOTE: Date of Bond must not be prior to date of Agreement. If CONTRACTOR is Partnership, all partners should execute Bond. SECTION 00630 CERTIFICATE OF INSURANCE CONTRACTOR shall insert his own standard form for Certificate of Insurance. SECTION 00635 CERTIFICATE OF SUBSTANTIAL COMPLETION TO: CITY OF FORT COLLINS (OWNER) DATE OF SUBSTANTIAL COMPLETION: PROJECT OR SPECIFIED PART SHALL INCLUDE: PROJECT TITLE: 7263 Downtown Conduit Backbone and Laterals LOCATION: Fort Collins, Colorado 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. 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 REMARKS: 20 Gentlemen: SECTION 00640 CERTIFICATE OF FINAL ACCEPTANCE You are hereby notified that on the day of 20_, the City of Fort Collins, Colorado, has accepted the Work completed by for the City of Fort Collins project, A check is attached hereto in the amount of $ as Final Payment for all Work done, subject to the terms of the Contract Documents which are dated , 20 In conformance with the Contract Documents for this project, your obligations and guarantees will continue for the specified time from the following date: ,20 Sincerely, OWNER: Citv of Fort Collins By: Title: ATTEST: Title: SECTION 00650 LIEN WAIVER RELEASE (CONTRACTOR) TO: City of Fort Collins. Colorado (OWNER) FROM: (CONTRACTOR) PROJECT: 7263 Downtown Conduit Backbone and Laterals 1. The CONTRACTOR acknowledges having received payment, except retainage from the OWNER for all work, labor, skill and material furnished, delivered and performed by the CONTRACTOR for the OWNER or for anyone in the construction, design, improvement, alteration, addition or repair of the above described project. 2. In consideration of such payment and other good and valuable consideration, the receipt and adequacy of which are hereby acknowledged, the CONTRACTOR voluntarily waives all rights, claims and liens, including but not limited to, mechanic's liens, Miller Act claims (40 U.S.C.A. 270 a and b), stop notices, equitable liens and labor and material bond rights which the CONTRACTOR may now or may afterward have, claim or assert for all and any work, labor, skill or materials furnished, delivered or performed for the construction, design, improvement, alteration, addition or repair of the above described project, against the OWNER or its officers, agents, employees or assigns, against any fund of or in the possession or control of the OWNER, against the project or against all land and the buildings on and appurtenances to the land improved by the project. 3. The CONTRACTOR affirms that all work, labor and materials, furnished, delivered or performed to or for the construction, design, improvement, alteration, addition or repair of the project were furnished, delivered or performed by the CONTRACTOR or its agents, employees, and servants, or by and through the CONTRACTOR by various Subcontractors or materialmen or their agents, employees and servants and further affirms the same have been paid in full and have released in full any and all existing or possible future mechanic's liens or rights or claims against the project or any funds in the OWNER'S possession or control concerning the project or against the OWNER or its officers, agents, employees or assigns arising out of the project. 4. The CONTRACTOR agrees to defend and hold harmless the OWNER, the lender, if any, and the Surety on the project against and from any claim hereinafter made by the CONTRACTOR'S Subcontractors, materialmen, employees, servants, agents or assigns against the project or against the OWNER or its officers, employees, agents or assigns arising out of the project for all loss, damage and costs, including reasonable attorneys fees, incurred as a result of such claims. 5. The parties acknowledge that the description of the project set forth above constitutes and adequate description of the property and improvements to which this Lien Waiver Release pertains. It is further acknowledged that this Lien Waiver Release is for the benefit of and may be relied upon by the OWNER, the lender, if any, and Surety on any labor and material bonds for the project. Signed this day of , 20_. CONTRACTOR: 5�J Title: ATTEST: Secretary STATE OF COLORADO ) )ss. COUNTY OF LARIMER ) Subscribed and sworn to before me this Witness my hand and official seal. My Commission Expires: day of Notary Public 20_, by_ -5- U.S. DEPT. OF LABOR, DAVIS BACON MINIMUM WAGES, COLORADO DATE 07-29-11 GENERAL DECISION NUMBERS CO20100014 AND CO20100015_ HIGHWAY CONSTRT tCTIC1N General Decision No. CO20100015 applies to the following counties: Alamosa, Archuleta, Baca, Bent, Chaffee, Cheyenne, Clear Creek, Conejos, Costilla, Crowley, Custer, Delta, Dolores, Eagle, Elbert, Fremont, Garfield, Gilpin, Grand, Gunnison, Hinsdale, Huerfano, Jackson, Kiowa, Kit Carson, La Plata, Lake, Las Animas, Lincoln, Logan, Mineral, Moffat, Montezuma, Montrose, Morgan, Otero, Ouray, Park, Phillips, Pitkin, Prowers, Rio Blanco, Rio Grande, Routt, Saguache, San Juan, San Miguel, Sed wick Summit Teller, Washington, and Yuma counties. When work within a project is located in two or more counties, and the minimum wages and fringe benefits are different for one or more job classifications, the higher minimum wages and fringe benefits shall apply throughout the project. General Decision No. CO20100015 The wage and fringe benefits listed below reflect collectively bargained rates. Code Classification Basic Fringe Benefits Last Hourly Mod Rate ELECTRICIANS: (Including traffic signal installation) Electrical work $150,000 or less (Alamosa, Archuleta, Baca, Bent, Chaffee, Conejos, Costilla, 3200 Crowley, Custer, Fremont, Huerfano, Kiowa, Las 22.85 10.79 Animas, Mineral, Otero, Prowers, Rio Grande, and Saguache counties) Electrical work over $150,000 (Alamosa, Archuleta, Baca, Bent, Chaffee, Conejos, Costilla, Crowley, 3201 Custer, Fremont, Huerfano, Kiowa, Las Animas, 27.00 10.91 Mineral, Otero, Prowers, Rio Grande, and Saguache counties) Electricians (Clear Creek, Eagle, Gilpin, Grand, 3202 Jackson, Lake, Logan, Morgan, Phillips, Sedgwick, 31.60 12.52 6 Summit, Washington, and Yuma counties) Electricians (Cheyenne, Elbert, Kit Carson, Lincoln, 3203 Park, 28.55 13.43 7 and Teller counties) Electricians (Dolores, Garfield, Gunnison, Hinsdale, 3204 La Plata, Moffat, Montezuma, Ouray, Pitkin, Rio 28.00 9.24 Blanco, Routt, San Juan, and San Miguel counties) 3205 Electricians (Delta and Montrose counties) 21.31 8.92 3206 Traffic Signal Installer (Zone 1) 23.83 4.75 + 13.75% 3207 Traffic Signal Installer (Zone 2) 26.83 4.75 + 13.75% Traffic Installer Zone Definitions Zone 1 — Within a 35 mile radius measured from the addresses of the following cities: Colorado Springs - Nevada & Bijou Denver - Ellsworth Avenue & Broadway Ft. Collins - Prospect & College Grand Junction - 12th & North Avenue Pueblo - I-25 & Highway 50 Zone 2 - All work outside these areas. Addendum 2 — 7263 Downtown Conduit Backbone and Laterals Page 5 of 11 SECTION 00660 CONSENT OF SURETY TO: City of Fort Collins, Colorado (hereinafter referred to as the "OWNER") CONTRACTOR: PROJECT: 7263 Downtown Conduit Backbone and Laterals 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 20 (Surety Company) M ATTACH: Power of Attorney and Certificate of Authority of Attorney(s)-in-Fact. No Text DR 0172 (12/98) COLORADO DEPARTMENT OF REVENUE DENVER CO 80261 (303) 232-2416 CONTRACTOR APPLICATION FOR EXEMPTION CERTIFICATE Pursuant to Statute Section 39-26.114(1)(a)(XIX) 0 nn mnT WRITF IN THI.0 3PACF The exemption certificate for which you are applying must be used only for the purpose of purchasing construction and building materials for the exempt project described below. This exemption does not include or apply to the purchase or rental of equipment, supplies, and materials which are purchased, rented, or consumed by the contractor and which do not become part of the structure, highway, road, street, or other public works owned and used by the exempt organization. Any unauthorized use of the exemption certificate will result in revocation of your exemption certificate and other penalties provided by law. A separate certificate is required for each contract. Subcontractors will not be issued Certificates of Exemption by the Department of Revenue. It is the responsibility of the prime contractor to issue certificates to each of the subcontractors. (See reverse side). FAILURE TO ACCURATELY COMPLETE ALL BOXES WILL CAUSE THE APPLICATION TO BE DENIED. Registration/Account No. (to be assigned by DOR) Period 0170-750 (999) $0.00 89 - CONTRACTOR INFORMATION Trade name/DBA: Owner, partner, or corporate name: Mailing address (City, Stale, Zip): Contact Person E-Mail address: Federal Employers Identification Number: Bid amount for your contract: $ Fax Number: ( ) Business telephone number: Colorado withholding tax account number. Copies of contract or agreement pages (1) identifying the contracting parties EXEMPTION INFORMATION and (2) containing signatures of contracting parties must be attached. Name of exempt organization (as shown on contract): Exempt organization's number: 98 - Address of exempt organization (City, State, Zip): Principal contact at exempt organization: Principal contact's telephone number: Physical location of project site (give actual address when applicable and Cities and/or County (ies) where project is located) Scheduled Month Day Year Estimated Month Day Year construction start date: completion date: I declare under penalty of perjury in the second degree that the statements made in this application are true and complete to the best of my knowledge. Signature of owner, partner or corporate officer: Title of corporate officer: Date: DO NOT WRITE BELOW THIS LINE Special Notice Contractors who have completed this application in the past, please note the following changes in procedure: The Department will no longer issue individual Certificates of exemption to subcontractors. Only prime contractors will receive a Contractor's Exemption Certificate on exempt projects. Upon receipt of the Certificate, the prime contractor should make a copy for each subcontractor involved in the project and complete it by filling in the subcontractor's name and address and signing it. The original Certificate should always be retained by the prime contractor. Copies of all Certificates that the prime contractor issued to subcontractors should be kept at the prime contractor's place of business for a minimum of three years and be available for inspection in the event of an audit. Once an 89# has been assigned to you, please use the next five numbers following it for any applications submitted for future projects. This should be your permanent number. For instance, if you were assigned 89-12345-0001, every application submitted thereafter should contain 89-12345 on the application. The succeeding numbers will be issued by the Department of Revenue. DO NOT enter what you believe to be the next in sequence as this may delay processing of your application. SECTION 00700 GENERAL CONDITIONS GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT Thew GENERjll. CONDIT[ONS have been developed by using the. ST,VgDARD,GENrCRA- CONDITIONS OF TI[E CONSTRUCTION CONv-I'RAC7 prelnred by the Engineers Joint Contract E)Qwnnmts. Committee, IJCIX: No. Mo-8 (1994 Edition), as a tmse. Changes to, that document arc shm m by underlining text that has been added and striking through test that has been deleted. FJCDC'. M-NFRAI. CONDI"LIONS 1910-& (1990 13DITION) WITH CITY OF FORT COLLINS MODIFICATIONS (12LV 9/99 ) Article or Paragraph Number ,)`'title TABL.F. OF CONFUNI'S OF CiFTNFRAL CONDITIONS Page Article or Paragrnph KTU m 1-cr Number & 'rule DEFI\9TION,S_ .... ............................ ........... I 11 Addenda I., - Agreement.......................................... 1.3 Application for Payment .................... 1.4 Asbestos 1 1.5 Bid 1.6 BiddinL Documents ............. 1. 17 Bidding Requirements...,,,,_,,,,,,,,,,,,,,,, I 1.8 Bonds 1 19 Change Order..........- .......................... I 1.111 Contract Documents ............................. I 1.11 Contract Price 1 1.12 Contract Times 113 CMTRACTOR 1 114 de.lMive I' 1.15 Drawings ... ........... ......... I 1.16 Effective Date of the Agreement,....,_._,. 1 1.17 ENOMER I I.IN Et\'GL\EERs Consullant ......................I I.19 Field Order_ ....... . .... ................... 1 1.20 General Requirements ... ................ LII Ha7ardotis Waste 2 1.22.2 Laws and Regulations; I aws or Regulations )_`1b ...................................... Legal Ifolidays................................. ..... 1.23 Liens I_14 Milestone J.'i Notice of Award 2 1.76 Notice to proceed ................................. 1.27 OW.\NER ...... ** ............... ** ........ 1.28 Partial Utilization2 1.219 PCBs 2 1.31) Petroleum 1.31 Project ........................ ....... ......... 1.31a Radioactive Material ........................... 131h Regular Working Hours._... ........ 1.33 Resident Project Representative 1.34 Samples..............................................2 1.35 Shop Drawings .................................... 2 1.36 Specifications ........ ........... 1.3 7 Subcontractor 138 Substantial Completion,,,,,............... 1.39 Supplcmentary Conditions .... ............... 1.4( ' I Supplier: ...... ..... _ ................. _ -.,. 1. � - 2 141 Underground Facilities .................. ­..'_3 1.42 Unit Price Wor...................................3 1.43 Work ................................................... 1.44 Work Change Directive 3 1.45 Written Amendment-,_.._. - ............... Psee ,Numtxr PRELIMINARY \NLATTERS _3 1.1 Delivery of Bonds ............................. Copies or Documents ......................... 3 2.3 Commencement of Contract "Times; Notice to Proceed 3 2.4 Starling the Work__..................... 2.5-2.7 Before Starting Construction: CMqRj\C.f0R's Responsibility to Report, Preliminary Schediles: Delivery of Certificates of Insurance 3-4 Preconstruction Conference 4 2.9 Initially Acceptable Schedules-.1­11­4 CONTRACT DQCLQvIE.\VT& INTENT. AMENDING, REME-1 ......................................4 3. 1 -3.2 Intent......_ .................................... 4 3.3 Reference to Standards and Speci- fications offechnical Societies-. Reporting and Resolving Dis- crepancies ................................. 4-5 3.4 Intent of Certain Terms or Adjectives ............. 3.5 Amending Contract 6�1­e'"'' nL% z . 16 Supplementing Contract Documents 3.7 Reuse of Documents AVAILABILITY OF SUBSURFACE AND PHYSICAL CONDITIONS REFERENCE PORTS -5 4.1 Availability or Lands ..................... 5-6 4,2 a Subsurface and Physical Conditions 6 4. 2.1 Reports and Drawings ....................... 6 4. 2. 2 Limited Reliance by CMITRAC- TOR AuthorizedTechnical Data 6 4. 2. 3 i\loticc of Differing Subsurface or physical Conditions .................. f) 4. 2. 4 F1\',GrN1'FFR's Review ........................ 6 4.15 Poqsihle Contract Documents Chance 6 4.2.6 Possible Price and Times Adjustments ................. ......... -7 4.3 Physical Conditions --Underground Facilities....................................... 4.3.1 Shown or Indicated 7 43.2 Not Shown or Indicate ' 7 4.4 Reference Points ...............................7 i;jcr)cca:NLaALco,a)j*nms 1910-80990 EDIIION) W k1'rY OF FoR r (xn.i.ms MODIFICAW).M., (_RFV 91119) Article or Paragraph 1128d Article or Paragraph Page Number &Title Number, Number 9-- Idle Number 4.5 Asbestos. PcBs, Petroleum. 6_25 Submiatil Proccedures; CON - Hazardous Waste. or MACTOR's Review Prior RadioactiveMalcritil ..................... 7.8 to Shop Drawing or Sample Submittal 16 S. HONDS AND I Nl'.50RANCF . .................... ............ .. 6_16 Shot) Drawing X: Sample iuhmit- Perfarmank:c, Near eat and Other tals Review by ENGINEER,-,"," 16-17 Bonds; .............................................. 8 6_^7 Responsibility for Vuriatioris 5 1 Licensed Sureties and Insurers: From Contract Documents.-.,, ...... 17 Certificates of Insurance ' ............ 9 6,2s Related Work Performed Prior 5A CONTRAC-1 OR's Liability to FN(; INPER's Review and Insurance,, ... .......... ......................... 9 Approval of Required 5.5 OWNER's Liability Insurance,,,"„"„-,",. 9 Submittals,,,,,,,,,,,,,,",._.._..._ ' _' 17 5_6 Property Insurance ................. C �_10 (5.29 Continuing the Work., ­ ­17 5.7 Builer and Machinery or Addi- 6.30 CONTRAC"FORs General lional Property Insurance ................. W Warranty and GuarinW ........... ­17 5.8 \,otice or Cancellation Provision if' 6.31-6.33 Indemnification 17-18 __9 CONTRACTOW.4 Responsibility 6.34 Survival of Obligations .............",",.,Is for Deductible Amounts it) S,I(l Other Special [nsurancz ......... ­­ ....... 1 7. OTHERWORK ................ ................................. 18 5.I I Waiver of Rights Rights," 11 7.1-7.3 Related Work at Site Site,-",",,,"-"",,,,",,,,,, IS 5_12-5,13 Receipt and Application of 7-4 Coordination,,.,,."-,-____-,.___-,,,___ I8 Insurance Proceeds 11JI-I 1 5.14 Acceplance ol'Ron&g and Insts- 8. OWNER'S RESPONSIBILITIES ......................... J9 ance; Option to Replace,_,.. "_,-,,,,,_"_„I I S.I Communientions to CON- SAN Partial Uti lizat ion --Property TRACTOR ...................._..,_::,.:,IS Insurance ........................................ I I S., - Replacement of ENGINEER,., -.,,,,,,,IS 8.3 Furnish Data andPi ' v Promptly 0. (M)NTRAcroR'S RESMNSIBILITIES I I When Duc 18 6, 1 _61. i Supervision and Superintendencq ....... 11 8.4 Lands and Easements; Reports 6.3-6. 5 Labor, Materials and hquipment... 11 -12. anciTesLs ..... ........... ­ ... ... ... 18-19 6.6 Pru,_,ress Schedule I 8.5 Insurance 19 6.7 Substitutes and "Or -Equal" Items: 8.6 Change Orders .............. 9 CONTRACTOR'S Expense: 83 Inspections. Tests and Substitute Construction Approvals,., ... ....... 19 Methods or P(oecdurk�.,,; 'S.S Stop or Saspe,ld or - HNGINFER's Evaluation,., .......... 'Terminate CON'fRACIOR's 6.S-4.11 Concerninj; Subcontractors. Services Suppliers and Others: 8.9 Limitations on 0W1AR!S Waiver of Ri6his * ........................ 13-14 Responsibilities ............................ 19 6A Pment Fees and Royalties,,,"................ 14 8.to Asbestos, PCRs. Petroleum, C. 131 Permits 14 Hazardous Waste or 6,14 [.a%-, and Regulations,......._ ............... 14 Radioactive Material ... ...... 6.15 Taxes 14-15 111.11 Evidence of Financul 6.16 Use of llrermscs ........................ ....... 15 Arrangements, .............. ... 19 6.17 Site Cleanliness_ 15 ("18 Safe Structural Larding,,,,,,,,,,,,,,,,,,,,, I i 9. ENGINEER'S STATUS DURING 6.19 Record DOCUMCMS 15 CONSTRUCTION 6.20 Safety and Protection . ------ 9.1 0WNER's Representative,....,... ....... 19 6.21 Safety Representative, .......... .............. 16 9.3 Visits to Site ....... _-, . ........ 19 6.22 Hazard Communication 11rograni-q­... 16 g.-, Project Representative.,..,.,... 6,23 Emergencies... 16 9A Clarifications and fracrpre- 6. _' 4 Shop DraNvingsand Sfanplej.............. I r, tat tons ... ................. .......... 21 9.5 Authorized Variations in kVik.. _ -21 EJCDC. CAINERAL CONDITIONS 19141-S ( 199U LD I I I OINI %vt (ITY Or FORT Article or Rinrigniph I'aLe Article or paragraph Page Number & Title Numlxr Number &-'Title Number 9.6 Rejecting Dej% crrvd Work ......... 1 13.8-139 Uncovering Work at rNGI- 93-9.9 Shop Drawings, Change Orders NEER's Request .................... 27-28 and Paynwrits....................................21 13.10 OWNER \lay Stop the Work ........... 28 9.10 Determinaticris for Unit Prices 13.11 Correction or Removal of 9.11-912 Decisions on Disputes; FNGl- De ctiva Work,,,,,,,,,,,,,, ........ ... ­ ........ NEER as Initial Interpreter .............. . . 13.1 2 Correction Period 28 9-13 Limitations on ENGINEER!s 13.13 Acceptance of Defective Work ......... 18 Authority and Responsibilities,,,_, 22-23 13.14 OWNER May Correct Defective Work 28-29 CIAANGh_S IN THE WORK .. ......... ------ -- ... 23 10.1 OWNER'S OrderW Change................23 14. PAYMENTS TO CON'I'RAM oR AND 10.2 Claim for Adjustment..........- 23 COMPLETION...-_.,..._._,..-..._ .. ......... 29 103 Work Not Required be Contract 14.1 Schedule of Values .... ....... ........ 29 Documents .................... I ...... .... 23 14.2 Application for Progress 10.4 Change Ciders 13 pavillent 29 lo., Notification of Suretv........ ................13 14.3 CO.NURAC , R)R's Warranty of Title 19 CHANGE OF (:O,\"i*RA(:r PRICE ,. ........................... 144-14.7 keview of Applications for 11.1-11.3 Contract Price: Claim for Proge&3 Payments„............... .'_9-30 Adjustment: Value of 14.8-14.9 Substantial Completion-,......., _ ­39 the Work ' _­ - - ­1 .1 ............. 1.23124 14.10 Partial Utilization . ......... __ , 30-31 11A cost of the Work .. .......... ............. '4-25 14-11 Final Inspection ............................. 3 1 11.5 Exclusions to Cost of the Work .......... `i 14.12 Final Application,lbi Payment ........ 31 11.6 CONTRACTOR's Fee ........ ......... ;__25 14.1.3-14.14 Final Payment and Acceptance ....... 31 11.7 Cost Records ....... ............. _25-26 14.15 Waiver of Claims ..... ............. . 31-32 ll.$ Cash Allowances ...... 26 11.9 Unit Price Work ...... ........... .............. M, 15. SUSPENSION OF WORK AND TERMINATION _.32 (.',Hj\N,GF OF CONTRACT TTMES 16 1 ;. I OW, NIM R May Suspend Work 31 III ............................ Claim for Adjustment 26 15.2- 15A .......... OWNFR May Terminate 31 12.2 Time of the Essence .......... �6 15.5 CONTRACTOR May Stop 11.3 Delays Beyond CONTPLACTORs Work or Terminate.,.,,.,_-,_.,,,_ 3' ­313 Control ..... 26-2 7 12.4 Delays Beyond OWNT.R's and 16. DISPUTE RESOLUTION—, ............... ...... ...... .33 CONTPLACTOIZ's Control 27 IT MISCELLANEOUS 33 TESTS AND INSPECTION& CORRECTION, 17.1 Givin-, Notice ............... 33 REMOVAL OR ACCEPTANCE of 17.2 Computation of Times. ..... ............. B DErECT7VE WORK '7 17.3 Notice of Claim 33 13.1 Notice of Derects; 7 17.4 Cumulative Remedicsk .................... 33 13.2 Access to the Work__ ...................... . 7 17.5 Prot,ssional Fees and Court 13_3 Teno; and Inspections; Costs Included ............. . * --- * '­ ... 33 CONTPLACTORS Cooperation ........ 17.6 Applicable State Laws,,,_,........, 33-34 13.4 OWNER's RespunsibilibeS; Intentionally left blank ................. _ ................. .. . 35 Independent Testing Laborwory 77 13 5 C.ONTR.ACTOFZ!.q L%HIBIT GC ­A: (Oplionil) Responsibilities ............................... 2 7 Dispute Resolution agreement,,,,-,............., GC -Al 1.1,6-13.7 Covering Work Prior to Inspec- 16. 1- 16.6 Arbitration_........ ­** -- ----- - ­( '!C-A] lion. Testing or Approval ------- ......... -77 16.7 iMediation.., .... .­­ ,.GC -AI EJCDC GLINERALCONDI rIONS 1910-8 (19%) EDITION) w, CITY OF roar coi.i.ms.NIODIFICATIONS (RF-V9i9')1 FNDFX'1`0 GENERAL CONDITIONS City of Fort Collins modifications to the General Conditions of the Construction Contract are not shown in this index Article or paragraph Number Acceptance, of - Bonds ,aid Insurance J. 14 Lkjecfive Work 10.4.1 13.5, 13.13 final payment_,_ ... .......... 14.15 insurance ..................................... 5; 14 . .................. I other Work, by (_-QNM\CTOR ....... .... .... . ...... 7.3 Substitutes and "Or -Equal" Items.,.. ...t ............... 6-TI Work by OWNTER ......................... 2.5, 6.3(1, 6.34 Access to the -- Lands. OWNER andCONTRAc,roR responsibilities .................................... ___ -4.1 site. related Work __ ............... ....... ... 7.2 Work, . ....................... .........112, 13.14, 14.9 Acts or Omissions--. Acts and Omissions— CONTRAC'I'OR &9: 1, 9.133 F.cNGINFFR___.1 ........ . ............ ...... 6,274k. 9.133 OWINER 4.20. S.9 Addenda --definition of (also see definition of Specifications)., ..... ( 1 A 1.16. 6. IT), I . I Additional Property lnsurqnceq................................ 53 Adjustments - Contract 1'riec or Contract 'times...........................1.5, 3.5. 4.1. 4.3.2, 4.5_1. ............................. A.5.3, 9-4, 9.5, 10.2-10.4, ..... ­­ .................... I ...... 1­11., 11 14.8, lq,l progress schedule ... ­ ........ I., ................ 6. 6 Agreement— definition of "All -Risk" Insurance. policy form ........................... .5.6.2 Allowances. Cash 11,3 AmendinL Contract 3.5 Amendment. Written -- in general .... ............ 1, 10, 1 45, 3.5. 5.10, iA 2, 6.6.2 ........................ K). 8; 2t 6.19, 10. 1, 1 171.4, 11. 2 I m. 12. 1. 1 31� 12.1 143.2 Appeal, OWNIM or CONTRACTOR intent to 1.?. 10. 9.11, 10.4. 16,2, 16,5 Application for Payment -- definitionof. ......................................................1.3 ENGINMER's Responsibility ........ ............. ......... 9.9 final payment,,,.._,.,.,..,_, 9- 13.4, 9.13, i, 1412-14 15 in aencral 1S. 2.9. 5.6A. 9. 10. 1 i.i progress payment ..... ­ ....... ... 14.1-14.7 review of.. . ­ ----------- I—— ...................... ­J4.4-14.7 Arhitration ..................................................... 161-16.6 Asbestos -- claims pursuant thereto.._ ....... ........... _4.5.2, 4.5.3 CON rRACTOR authorized to stop definition of ................. . ........................ . ...... .... 1.4 Article or Paragraph Number OWNER responsibility lbr, ........................... 3.5.1. 9. lo posgihic price and times change ..................... Authorized Variations in Work........, 3.6. 6.25, 6.27.9.5 Availability of Lands.:_.....................................4.1, S. 4 Award, Notice or --defined ... - ... I ........... ............... 1.=5 Before Starting Coristructioik .............................. 2. i-2.8 Bid --definition of.. 13 (1. 1, 1.10, 2.3, 331 ............... ......... 4.2.6.4. 6.13. 11.4.3. 11.9.1) Bidding Documents --definition of .... ­­1 ......... ....... ...................... 1:6 (6.&2) Bidding Requiremenis--definition of 1.7 (1.1, 4.16:2) Bonds; -- acceptance of ... ........... ........... - .. ..... J, 14 additional boritts IM ' 11.4.5.9 Cost ol-the Work.............................................11.5.4 definition of : 1.8 tic I ivery of ...................... I ................... I ......... � 1. 5,1 final .Application for Payment .................. 14 . 12-14.14 general ....................................... 1.1(i. 5J-5.3, 5.13, 9.131, 10.5. 14.7.6 Performance, Payment and Other .................... S.1-5_7 Bonds and Insurance --in general,..., ........... * ......... .......i Builder's risk "all-risk" policy form ..................... 2 Cancellation Provisions, Insuran . ...... -.5.4.11. 5.8, 5.15 Cash Allowances I Ls Certificate of Substantial Completion ........ 1.38. 6.341.2.3. ............. ............................ ....... I-I.S. 14.10 Certificates of Inspection ....... 9 13.4, 13.5, 14.11 Certificates of Insurance 2 7, 5,3, 5.4 11. 5.4,13. ......... 5.8, 5, 14, 9. U .4, 14.12 Change in Contract Price -- Cash Allowances_,_ ...........:..: .................. 1.8 claim for price adjustment............ 4.1. 4.2,6. 4.5. 5.15. 6.5.2. 9-4 9, S, 01 11. 10.2 10, 5. 11.2. 13.9, "' 13,13, 13.14, 14.7. 15. 1, 15.5 CONTRACTOR'S lee .........................................I 1.6 (,oq1 of the Work general ........ 11.4-11.7 Exclusions ......... ........ _ .11.5 Cost Records_ .......................... _ 11.7 in general .............. 1,19: 1,44, 9.11, It ' 1.4.2, 111-4.3, 11 Lump Sum Priciig 11.3;2 Notification of Surct% ..... ....... .......................... jili Scope of.........,,-_......_........._.......... _10.3.14.1,4 Testing and Inspection. Uncovering the Work .................................. 139 EXIV. GENEILU, coxi:ii ric)Ns 1Y10.8 taw/11 ED[ 110N1 %Y(('.ITY Or iPEV9!9-)) -6- U.S. DEPT. OF LABOR, DAVIS BACON MINIMUM WAGES, COLORADO DATE 07-29-11 GENERAL DECISION NUMBERS CO20100014 AND CO20100015, HIGHWAY CONSTRUCTION General Decision No. CO20100015 The wage and fringe benefits listed below reflect collectively bargained rates. Code Classification Basic Fringe Benefits Last Hourly Mod Rate POWER EQUIPMENT OPERATORS: 3300 Bituminous or Asphalt Spreader/Laydown Machine 23.67 9.22 3301 Bulldozer 23.67 9.22 Crane: 3302 50 tons and under 23.82 9.22 3303 51 to 90 tons 23.97 9.22 3304 91 to 140 tons 24.12 9.22 3305 141 tons and over 24.88 9.22 3306 Grade Checker 23.82 9.22 Loader: 3307 Barber Green, etc., 6 cubic yards and under 23.67 9.22 3308 Over 6 cubic yards 23.82 9.22 . Roller (excluding dirt and soil compaction): 3309 Self-propelled, rubber tires under 5 tons 23.32 9.22 3310 Self-propelled, all types over 5 tons 23.67 9.22 3311 Trackhoe 23.82 9.22 3312 Oiler 22.97 9.22 3313 Water Wagon 23.82 9.22 General Decision No. CO20100015 The wage and fringe benefits listed below do not reflect collectively bargained rates. Carpenters: 3600 Form Building and Setting (Excluding curbs and 15.92 5.38 gutters) 3601 All other work 16.30 3.71 3700 Concrete Finishers/Cement Masons 15.55 2.85 3800 Groundman (Traffic signalization) 11.57 3.50 Ironworkers: 3900 Reinforcing 16.94 6.77 3901 Bridge Rail (Excluding guardrail) 16.76 6.01 Addendum 2 - 7263 Downtown Conduit Backbone and Laterals Page 6 of 11 I ;nit Price Work ...........................................11-9 Article or Paragraph :;umber Value of Work 11.3 Change in Contract 'rimes_ Claim for times adjusunent ......... 4.1, 4. 2.6, 4. 5, 5, 15, ..... 1 6.3.2. 9.4. 9.5. 9.11. 10.2. 10. 5 i 12.1. ...............13.9. 13.13. 13.14, 14.7, I5.1, li.i Contractual time limits 12. Delays beyond CONTRACTOR!s control 113 l3clays beyond MWER's and CONTRAC,rows control 12.4 ,Notification of surety_---,-----.....- .......... xl_i Scope of change ........................................ 10.3-10.4 Change Orders -- Acceptance of0e.Octive Work ....................... Amending Contract Documcnt:s ......................... Cash Alloxvinces 'Rlce 118 Change of.Contract *.. ............ * ....... Change of Contract Tim's., 12 Changes in the Work_ --------- ----------------------------- JO CONTRACTOICs fee 11.6 Cost or the Work 11.4-11.7 Cost Records 117 definition of 1.9 emerglencies 23 ENGINTE4 ER!s responsibility ... _._9.8, 10.4. 11.1. 12.1 - execution of ... 4 ........ 4.4 ............. _4 ........ 4 ..... 44 ..... jo.4 Indeninifictiorl (,.12, 6.16, 6.31-6,33 Insurance, Bonds and..,_.._ ... 5.10, i.U, M-3 OWNER may wrminate, ............................. 154-2-15.4 OWNERs Responsibility .......... .......... $.6. 10.4 Physical Conditions -- Subsurface and4 Underground Facilities . ........... 4.4 ...... Record Documents 6.19 Scope of Change ..................................... 4_1043-10.4 Substitutes ............................................. 26.7.3; 6.8.2 Unit Price Work _1 1.9 value of Work, covered by .................... ............ 11.3 Changes in the Work --- - -- -- ---- --- - - -------- ­- ... 10 Notification of surety CM INT. Ws and CON.TiACi&ks, responsibilities.................................._........10.4 Right toan adjustment ......................... ....... _.. 10.2 Scope of change ....................... 4 ................ 10,31-10A Claims -- against C0�%FfRAC*I'OR..._ .............. _ .............. 6.16 against ENGINEER,-,_--...--,,._. ........................ 6.32 against OWNER ............. ............... ..... 632 Change of Contract Price ..............4............ . 1 I, - Change of Contrict Times ........................ 9.4, III COYFRACTOR!s ------------ 4. 7.1. 9-4. 9. i. 9.11, 10. ....................... 1­11.- 11.9, 12.1. 13.9, 14.8, 15. L 15.5. 17.3 (,'Ok\(*I'RA(-'.']'Ok*s Fee 11,6 Article or Pmagruph Number co,\T,rR_ACTOWs liability ........... i.4, 6.12 6. W, 6.31 Cost of the Work 11.4. 11.3 Decisions on Disputes................................ 9.11, 9.12 Dispute Resolution .... ......... . ......................... _ 16.1 Dispute Resolution Agreement ...... .......... .16.1-16.6 ENGINEER as initial interpirelor.., ..... . 2.1I Lump Sum Pricing.._ ...... ....................... ­ ...... 111-2 Noticeof ........................ ­1 ......... .............. I..... 17.3 OWNER's ....................9.4, 9.5. 9.11. 10.2, 11.2, 11.9 ........................12.1. 13.9. 13.13. 13.14, 17.3 Ok.VNTE- Ws liability, __: .... ... 7:.. � ......... ­.r.-I... .... ii OWNER may refuse to make payment .................14.7 Professional Fees and Court Costs Included _ _ --- ... ............ ............. 17.5 request fior formal decision 69........................... . 9.11 Substitute Items ... ... - ... I .......... I ............... 6,7.1.2 'rime Extension___ .... ....................................12.1 Time requirements,-......-„„_ ................... -9.11, 12.1 Unit Price Work_ --------------------- ...... ........ 11-9.3 Value of 1.1.3 Waiver of. -an Final payment ............ .... J4.14, 14.15 Work Change Directive-_.--.- ---- I ..... I I ............. ­10,2 written notice required...-,, ...... ... 1111. 11.2, 12.1 Clarifit7miuns and Interpretations,,.,.,,,-,,, 3,6.3. 9.4. 9.11 Clean Site ........ ............. ........ _ ........................... 6.17 Codes, of Technical Society, Organization or Association ..................................................33.3 Commencement of C6ntract Times ........................ 2.3 ... Communications— Hazard Communication Programs...._ .... ....... �.22 Completion -- Final Application for payment .......................... 14.12 Finil Inspection........_.._......_.._ 14.11 Final Payment and Acceptance ............... 14.13-14.14 partial Utilization 14.10 Substantial Completion ......... ............ LIX. 14.9-14.9 Waiver of(Iiiins,_ 3 4, 15 Computation of Tim es ...... ... ............. 17- 2. 1 .17, -2. 1 Concerning Subcontractors, Suppliers and Others 6.8-6.11 Conferences -- initially acceptable. schedules- ............. ­­­ ...... .. 7.0 preconstruction, ....................................... I ...... 2.8 Conflict, Error. Ambiguity. Discrepancy - CONTRACTOR to Report---.__ .................... 5, 3.3.2 Construction. before starting by CONTRACTOR 15-2 7 Construction Machinery, Equipment, etc,,,,,,,,,,,,,,,,,, 6.4 Continuing the Work.....................................6.29, 10.4 Contract Documents-. Antending...........................................................3.5 Bonds ... 5. 1 EDCDC (;LNW(.kL CONDII IONS 1910-S 119W ED1110LN) 'i OTY OF MAT COLLINS MODIFICATIONS MEV 9i991 Cash Allowances A 1.9 ,Article or Paragraph NumK-r Clut , nge of Contract Price, .................................... I I Change of Contract Times (.hinges in the Work .......................... .....*.........*........ check and verify 2. 4; Clarifications and Interpretations.. .. .......... ;__ _',-1 3.6, 9-49. 11 det"mition of * ..... ... ... . * ....... ** - - -- -.1- .... - ...... I-10 ENGINE.HR as Initial interpreter of. - ................9.11 HNOWHE K as OWNER's rcprescntative ..... ....... V. I ucnera[3 Insurance 3 Intent 31-3.4 minor variations in the Work......._.....................3.6 OWNTER's responsibility to furnish data,., ...... _-_U OW-NER's responsibility to make prompt payment,..... I ......... - ....... 8-,, 14.4. 14.13 precedence ............................................. _3. 1, 1.3.3 Record Documents 6.19 Reference to Standards and Specifications of Technical Societies 33 Related Work 7.2 Reporting and Resolving Discrepancies,,:,,, 2. 5, 3.3 Reuse uf. .... .... ............ 3.7 Supplementing. .... I ........ I .... 3.6 Termination I s toployment or 1�'N ........... ;- Unk Price Work 1.9 variations '* ... ­* ....... * .......... . ........... 3.6. 6.123, 6-27 Visits to Site, H'N'Gl NHER's ................................ 9,2 Contract Price - adjustment of ................ 3.5.4.1. 9.4, 10.3, 11.2-11.3 Changeof ................. ......... ;: ---- ... ......... -1-.1 .... 11 Decision on Disputes ......................................... 9.11 definition Contract Times - adjustment of....._..............4. 1. 9.4. 10.3. 12 Change Q( ................................................ 12.1-12.4 Commencement of definition of ..................................... ......... CONTRACTOR -- Acceptance or Insurance...,,..,,,,_,.. ...... 14 Communications 6.9. -' Continue Work ......... 6,29. I4.4 c"wdination and scheduling ........ ... 69.1 definition or 1.13 Limited Reliance on Technical Data Authorized ........ 4.2. 2 : May Stop Work or ic-m-mate ....... ......... -- I i.5 provide site access to others ...... .......... ...... 7.2. 13,2 Safety and Protection .................. 41. 1 :- I . :.3-6.16,6.18. .......................I ....... ...... 6. -2 1 - 6. -';. 7. '. 13. Shop Drawing and Simple Review Prior to Submittal 15 Stop Work requirements-..................................4.5.2 CONTRACTOR's- Article or Paragraph Number Compensation Continuing Obligation ..................................... 1415 Do ,fective Work...-, ...........................9.6. 13.10-13.14 Duty to cuff ect defective Work,,,,,,,,,,,,,,,,,,,,,,,,,, 13.11 Duty to Report -- Changes in the Work caused by Emergency .................................... .. ..... 6, 23 Defects in Work of others -.7.3 Differing conditions... ....... __ ........ ......... _ 4-1.3 Discrepancy in Document .......... 2. - i, 3.3,2, Underground Facilities not indicated ...... I .... 4.3.2 Emergencies ......... ----- -- ......... ...... A ..........6.23 Equipment and Nlachincry Rental. Cost Or the Work Fee -Cost Plus ..........................11.4.5.6, 1 ............ Lil, I1.6 General Warranty and Guarantee. ........... 6.30 flazard Communication Progams Indemnification,....._-_ ......- ...G.1-', 6.16, 6.31-6.33 Inspection of Work ............................... .... ........................ 7.3, 13.4 :,* I.-ahor, Materials and Equipment ..... .............. 6.3-6.5 Laws and Regulations, Compliance by,,,,,,,,,,,,, 6.14.1 Liability Insurance..-.....-,..__ ...................... -1.- 5.4 Notice of Intent to Appeal,,,,,,,,,,,,,,,,,,,,,,,,,!_ .16. t0.4 obligation to perform and complete theWork ...... ......... I ........ ........................ 6,30 Patent Fees and Royalties, paid lor by ............... _612 Performance and Other Bonds 5.1 Permits, obtained and paid for by_ ..................... 0. 1 Progress Schedule ..................... .... �.6. 2,8. 19, 6,6. 1 ........ -- 'i ...... I ........... 6.29, lo.4, 1 �.2 1 Request for formal decisionon disputes,,,,,,,,,,,,,, 9.11 Responsibilities-- Chanues in the Work 140 Concernina Subcontractors. Suppliers and Others Continuing the Work ........................... 6.29. 10A CONTRACTOR's Npensc ().7.1 CONTRACTORS General Warranty .and Guarantee ........ ............. - ... 1-1 ..... -.6,30 Co NURACTORs review prior to Shop Drawing or Sample submittal ............... _ 6. 25 Coordination ol-Work„............. 6.9. ' rinergenct . es 6. 23 ENGINNE M-s evaluation. Substitutes or "Or -Equal" Items .............. ............. _63.3 For Acts and Omissions of Others., ........................... 6.9-1-6.9.2, 913 for deductible amounts, insurance ................... 59 general ........................................ G, 7.-1, 7,3. 8.9 Hazardous Communication ProL ain5 V .......... - . 6, " - Indemnification .. .......................... 6.31-633 LACIV. (MNITUU.CONDI 11ONS 1,110-S i[990 EDHIOM %Y1 MTV or i.mvjim Labor, Materials and Equipment ...............6 3 3-6. i Laws and Repulations 6.14 Liability Insurance .... .......................... . 54 Article or Paragraph Number Notice of variation from Contract Documents 6. 27 Patent Fees and Royalties ............................ §- 12 Permits-..,.-- ....................... ...... 26,13 Proeress Schedule 6.6 Record Documents 6.19 i elated Work performed prior to ENGtNEER`s approval of required submittals................................. - � I- 65, 28 safe structural loading .................................6.18 Safety and Protection_ .......... ... 13"0. 7.2, 13.2 Safety Representative._..._...._. ..... 6.21 Scheduling the Work ................... ......... 6.9.2 Shop Drawings and Sample-c..................... tie 24 Shop Drawings and Samples Review by ENGIN-E-ER .............I........-......... Site Cleanliness b.17 Submittal Procedures 6, 25 Substitute Construction IvIcthods and Procedures 6.7.2 Substitutes and 'Or -Equal" Items 6.7.1 Superintendence ...........................................6, 2 Supervision ....................... _ ............... ..... 6.1 Survival of0bligations 634 Tax CS 'rest% and Inspections ................................... ...**................. 135 To Report ... ............. ........ .................... N i I ........ Use orPremises- 6.16-6.18. 6.30.14 Review Prior to Shop Drawing or Simple Submittal ............................ ........ 6.23 Right to adjustment �� changes in the Wort: ..... 10.2 right to claim ------- -, 4, 7.1, 9.4, 9. S, 9.11, 10.2,111. -2, -11.9. 111. 13.9. 14.8, 15.1. 15.5. 17.3 Safety and Protection - �5.20-6.22- . T2. 13-2 Safety Representative ........................................ 6 21 Shop Drawings and Samples Submittals .... 6.24-6-n Special Consultants_................-_-_--._....._..-j1.4.4 Substitute Construction Methcyk and Procedurcs.63 Substitutes and "Or -Equal" Items. Expense, .......................................... 6.7.1. 6-7.2 Subcontractors. Suppliers and Other.,,.... _&3-6-11 Supervision and Superintendence .......... 6.1,6.1 , 6.21 Taxes. Payment by ................ ........................... ¢- 15 Use of 11rem iies 6,16-6.18 Warranties and guarantees,,,,,-_,-.-,,..,-;-----.6.5.6.31) Warranty of'l'itcl .... ..... * ... * ...... .... .... 14 Written Notice Required-- CONTRACTOR step Work or terminate, ....... 15.5 Reports of Differing Subsurface and VhvsiLaI Conditions., ...................... 4-2.3 Subbtantia(Completim ................... ............. 14.S till CONTRACE MRS-oifier -7 Contractual Liability Insurance_ A. 1 IP ... ....... ............. Contractual Time Limits Article or Paragraph Numll,r Coordination- co.m'RAcTows responsibility ........... .............6.9.2 Copies of Documents ...................................... 1i Correction Period ...... 13.1 Correction. Removal or Acceptance ofDefective Work- in general... ................................ IU.4.1, 13.10-13.14 Acceptance ol'Defective\Vork ........... ..... 13.13 Correction or Removal of Defective Work ............................ 6.30, 13.11 Correction Period...._.............................. 13.12 OWNER Mav Correct Defective Work 13.14 OWNE-.R May Stop Work .................... .......... 13.10 Cost-- ofTestsand Inspections......_.........-_.................. 13.4 Records 11. 7 Cost of the Work - Bonds and insurance. additional 11.4.5.9 Cash Discounts 11.4.2 COM'RACTOR's Fee . . . . . . . . . . . . . . . Employee Expenses..,.,-- .............. ............. I L4S.l Exclwiions to 11.5 General 11 A -I Li Home officeand overhead cxpenscy 11.3 Losses and damages ..................................... 11 A-5.6 Materials and equipment ........ ........................ 11.4.7 Minor expenses ............................................ 11.4.5.S Payroll costs on changes-,---, --- .... ; .......... 11.4.1 performed by Subcontractors....._ ...... ............ 11.4.3 Records 11,7 Rentals of construction equipment and machinery---...,-._ ..... ..................... 11.4.53 , Ro)vltv payments. permits and license. fees . IIAJ.5 Site office and temporary fficililfeq ................ 11.4.i.2 Special Consultants, CONTRAC TOR's ............. 11.4.4 Supplemental__ ... ....... ....... ..................._.-....I 1.4.5 Taxes related to the Work Tests and Inspection -----, ................. I ........ 13.4 frade Discounts,..._........_ ....................... 11.4.2 Utilities, Biel and sanitary ricilitic!s ..... ......... 11.4. 5.7 Work after regular hours.................................11.4.1 Covering Work., ................... ......................... 13.6-13.7 Cumulative Remedies ............... 17.4-17.5 Cutting, fitting and patching.,-,,...-,_„,,,,,,,,,,,,,,,,,,,,,, 7.2 Data, to he furnished be OWNER ........................ �& 3 Day --definition of ................................................17.2.2 Decisions on Disputes 9.11,9.12 defective-det'in it ion .............1.14 dejL,V1iA..' Work - Acceptance uf, ................. .............. 10. 4.1. 13.13 1-.'JCL)C GENERAL CO!N1111 IONS 1910-3 t 19911 ED1110,14) wf CITY CT FORT Ooi.i.ms.MODI FICA nONS (REV WIM Correction or Removal of 10,4.1. 13.11 Correction Period ) 3.12 in general.._ ................... 13. 14.7. 14.11 Article or NrHgNtph Number Observation by HNIGINHER 9_2 ............ ___ OWNER Nlay Stop Work. ........................ ............. ....... 13.iV Pronipt Notice of Defects ................................... 13A Rejecting.,_..,.-_.--......,_:.,......:_.........: . : ..... ­ � --- 9.6 Uncovering the Work .. .................. ............ 18 Definitions I Delays .......... .. * ........ * ....... ....... 4.1, 6.'-9, 113- 12.4 Delivery or Bonds- ....................... ........ ................. '. I Delivery of certificates of insurance,,,, ..... ................... ?. 7 Determinations for Unit Prices .... ....... * ............. *­' 9.10 Differing Subsurface or PhysicalConditions-- Notice of_ 4. 2. 3 FNGT,NTFR'i Review 4-2.4 Possible Contract Documents Chnngq ............... 4-2.5 Possible Rice -and Times Adjustments_.,,,,,,,.,- 4.2.6 Discrepancies -Reporting and Resolving ......... .... 7 ... ...... 13.2, 6. 14,2 Dispute Resolution - Agreement ................................................ )6.1-166 Arbitration., ......... ....... ................. 16.1-16.5 general 16 Mediation 16.6 Dispute Resolution Agreement . ......................... 16.1-16.6 Disputes, Decisions by HNUINFER ................... ti'll-9.12 Documents— Copicsof .............. ........... ............................. 12 Record 6.19 Reuse of, 3.7 Drawings --definition of ....... ............... z .............. 1.15 Easements 4.1 Effective date of.,;ccolent -- definition of J. 16 Hm er.-encics ............................ .............. 6.23 CNGfNT-ER- as initial interpreter on disputes,,,,,,,,,,,,,,,, 9,1 t-9.12 definition of ............... 1-17 Limitations on authority and responsibilities,,,,, . 9.1.1 Replacement of_.._......... ........ ........... ......... 8, 2 Resident Project Representative " "' * . ......... .. * .... `),3 E-L\.IGFL\rEHRs Consultant -- definition 1, IS L'NGL\'EL*K!s-- authorityand responsibility, limitations on,,, „9.13 Authorized Variations in the Wor1:,,,,,,,,,,,,,,,,,,,,,95 Change Orders, responsibility for ....... 9.7, IQ 11, 1' Clarifications and Interpretations._,_.._.,.,_, 3.6.3, 9.4 Decisions an Disputes,,,,,,,,,,,,,,,,_,,,.9. 11 9.12 defective WorL, notice of . ................... * ......... * "' 111.1 Evaluation of Substitute Items .......................... 6.7.3 Liability.._ 6.32. 9.11 Nona Work - is Acceptable ................ Observations fi. 3 0. 2, V. 2 OWNER's Reprevmativc ....................................21 Pavinents to the CONTRACTOR. Responsibility fur..,._................14 Recommendation of N.yment ......... _._ .... 144, 14 13 Article or Paragraph Numix-r Responsibilities --Limitations on,,,,,,,,,,,,,,,,, 9,11-9.13 Review of Reports on DillerinI; subsurfacc and Physical Conditions :__ :___41:2-4 Shop Drawings and Samples, review responsibility ......... ......................... F, -0 Status During Caistruction-- authorized variations in the Work 9.5 Clarifications and Interpretations ........ _9_4 Decisions on Disputes .......................... 9. 11-9.1 _2 Determinations on Unit Price J.10 ENGINEER as Initial Interpreter,,.,,,__ 9.11-9.1 _' F.NMi,TEER.s Responsibilities .................9 1-9.12 Limitations on ENGINEER's Authority and Responsibilities .............................. 913 CAVINER!s RcpreseMaLiVC.____ _ ........ 9.1 Project Representative,,,,,_... .... ____ ....... 1­9.3 Rejecting 1)efu:Mv Work ..............................y.6 Shop Drawings, Change Orders and Payments... ...... ...... I ...... Visits to Site 9. Unit Price determinations 9.10 Visits to Site _-.9., Written consent required ...............................72 ' R I Equipment, Labor, Materials and ................... ..... ¢3-6.5 Equipment rcrital, Cost of the Work ............. _-.1 1.4. i.3 Equivalent Materials and Equipment ......................... 6.7 error or omissions_...... ................................ ....... 0.33 Evidence of Financial Arrangement$ ............ _ ..... __8A I Explorations of physical conditions ........................ 4:2.1 Fee, CONTRACTOR's--Costs Phis .......................... 11.6 Field Order -- definition issued by ENGINEER ................................ 3.6.1, 9.5 Final Application for Payment ............................... 14.1) Final Inspection ....................................................14.11 Final Payment. - and Acceptance ........... .......... ....... 14.13-14.14 Prior to, for cash allu\mncc3 11.8 General Provisions.... .................... ..... 17.3-17.4 General Requirements - definition of ........................ 1. principal 6.4, ............. 6.6-67- 6.24 (living Notice.--- .......................................... ........ 17.1 Guarantee of Work --by CON [PACTOR 14.11 Hazard Communiemion Procrams ................ ....... 6 7)1 Hazardous Waste -- definition 0( ........................ general........ ................ _ ..................... .. ... . . -4. i (AVNER's responsibility for ................................ SAO EICDC GEN'ERVCONDITIONS 1910-8 119SW C111 1101M WCITY OF FORT COI.I.INS \10DIMA FIONS(REV 9991 Indemnification' _ 6. ­ **** ......... , 1 ' 6.16, 6_3 1 1 -6.33 Initi.illy Acceptable Schedule.% ..19 ........ -- ---- Inspection— Certificates of_ .- ...... ........ ___.9.13.4. 13.5. 14.17 Final 14.11 Article or paragraph Number Special, required bvENGINEER .......................... 9.6 Tests and Approval__ ..... ...... ...... __8.7, 13.3-13,4 Insurance.. Acceptance of, by OWNER .'­ .......................... :i. 14 Additional, required by changes in the Work 1.4.5.9 Before starting the Work. .................. _2 . 7 Bonds- and --in general„ 5 Cancellation Provisions, .................. I ................... 5'8 Certificates of 7. il 5_3 1, 5.4.11. 5.4.13. ........... - S. 5,14, 9.13.4, 14,12 com plead operations ......................... I........5.4.13 : .CONITRACTOR's Lia�llity ....... I ............. ............. 3A comrRACTORs objection to coverage,,, .... ..... . 5. 14 Contractual Liability_ ....................... ........ ­.5A, [0 deductible amounts, CONTRACTOR's iesponsibility ................................................ 5.9 Final Application fir Payment ....... ........ .. ...... 14.1-1 Licensed Insurers_.-....-....-__ . 5.3 Notice requirement.. material changes ........ 5.S. 10.5 Option to Replace....._ ........................_ ............ 5­14 other special insurances ...................... I .............. i. 14) OWNER as fiduciary lbr insureds ............... 5.12-5.13 OWNER's Liability ................ I ...................... . . OW'NERs Responsibility ......... ............ I .......... . ......... Partial Utilization. Property Insurance ...............5.15 Propern, ------------------------- -- ­ ................ i-6-5. 10 Receipt and Application of Insurance Proceeds . ............................................. 12- 5. 13 .Special Insurance_.,_-._,__ J i.lo Waiver of RiahLs.-,-., 5. 11 Intent of Contract Documents 3.1-3.4 Interpretations and Clarifications ....................... 3. 6.3. 9.4 Investigations or physical conditionf...........................4 2 Labor. Materials and Equipment.......................... f.3-6.5 Lands -- and Easements 4. 4 Availability............ A. I. , 14A Reports and Tests ..... 8.4 Laces and Regulations— ws or cgulation_q­ Bonds........................................................5.1-5.2 Changes in the Work......._ .......... ...........10.4 Contract Documents— .... I ............... _ ................. 1.1 CONTRAcTows Responsibilities ..................... 6.14 Correction Pericd,defecfive Work ....................13.12 Cost of the Work- taxes 11.4.- i.4 definition of gencra16.14 Indemnification ....................................... x :6.31-6.33 Insurance ..................................................... .....5_3 Precedence_._.._.. .... ................ 3.1.3.3.3 Reference to Safety and Proletat : on__ __ ............................6.20, 13.1 Subcontractors, Suppliers and Others ........... 6, X-6. I I Article or Paragraph Nun her Testsand Inspections ................................... 13.5 Use of Premises.,_ _6. 16 Visits to Site . ................ ........................... 91 . . Liability Insttrance-- C(')N'I'RACI'(')R's ................................................ j.4 OWNER'S 5.5 Licensed Sureties and Insurers 5.3 Liens -- Application for Progress Payment .................. 14_2 CMTRACTM's Warranty of Title ........ * _' 143 Final Application for Paynient ..........................14.12 definition Waiver of Claims 14.1 Limitations on ENGINEER's authority and responsibilities .... ...... __................................. 9.13 Limited Reliance by CONTRACTOR Authot ized ....................................................... 4.11 Maintenance and Operating Manuals -- Final Application for l"ayment ............ I ............. 14. 12 Manuals (of others) -- Precedence 3.3.3.1 Reference to in ConLract DocurncnLg Materials and equipment -- furnished by CONTRAGXOR ............... ... 6 in Work not incorporated ...................... I .......... Materials or equipm ent--equi v;j lent ............... : ......... fi.7 Mediation(,Optional) .................. ; .. .. ... .. .. 16.7 Milestones --definition of ........... __ ......................... J.24 Nliscellincous­ Computation of'rimes ....................................... 17.2 Cumulative Remedies 17.4 Giving Notice _1 7.1 caice of Claim Notice 7.3 Professional Fees and Court Costs Included ......... 17,; Multi -prime contracts. ­_­_­_.._­ ........ ........... Not Shown or Indicated Notice or -- Acceptability of ..................................14.13 Award, delinition of.- ...... ............................ 1.2i Claim ........... 1.7.1 Defects.13.1 Differing Subsurface or Physical Conditions,.,.., 4.2.3 Giving _._ . .............. 1.7.1 Tests and Inspections ........................................ 11333 Variation, Shop Drawing and Sample,,,,,,,,,,,,,,,, u. 2 7 Notice to Proceed - definition of . .... . ........ .... ......................1.26 giving of ..................... _3 ... IzJCOC GENLRAL COND11 IONS 1910-3 (1911) EDMON) 'tcvry or roar cou.ms M0DIFICAT1 ON"; (RF.V 9199) Notification to Surety .. .... i .... ............... ­ .... .... ­ ' 10.5 testing, independent___, .. . ............ .............. 114 ry Obseations, by ENGINEER 6.30, 9. 2 use or occupancy Occupancy of the Work ........ ......... 5. 15, 6.30.22.4, 14. 10 of the Work ... .... ....... ......... 5. 1 i. 6.30.14. 14. 10 Omissions or acts bv COYMUkCTOR ...... 6.9. 913 written consent or approval Open Peril policy form, Insurance ................. 4........ 5.6. 2 required .......................... .............. 9.1, 63. 1144 Option to Replace, ................................................... i. 14 Article or paragraph Number "Or Equal' Items ......................................................6.7 Other work 7 Overtime Work --prohibition of.,.____,_ 6.3 Acceptance of defectivis Work ................... . J3,13 appoint an ENGiNI.ER_..___,. .......... ........ as fiduciHry Availability of LHnl-. responsibility., ............... I definition 1.27 data, furnish R43 ,May Correct Defective Work.. ............................13.14 iday refuse to mike payment, ....... 4 ............. I., ......114.7 May Stop the Work ......................................... May Suspend Work. Terminate ............. ....... X 13, 10, 1 i; I - I i,4 Payment, make prompt..„............5'3, 14,4, 14.13 perforinano: ol'other work .................................. 7.1 permits and licenses, requirements_, " 6.13' purchased insurance requirements ....... _5.6-5- :10 OWNTERs-- Acceptance of the Work ........... .................. h,30.25 Change Orders, obligation to cxecute_ ......... 8.6. 10.4 Communications............................................... S. I Coordination of the Work .... ­1 ........ ...... 17.4 cision Disputes. request for de i _:..................... C) 11 14. Inspections. tests and approvals ............ 13.4 Liabilitv Insurance Notice or Detects; 13.1 Representative --During Constn;c'uon, FINGINEM's Status 9.1 Responsibilities -- Asbestos. PCBs. Petroleum. Hazardous Waste or Radioactive Material 10 Change Orders. ......... .......... _44.8.0 Chanees in the Work _10. I communications...._.. N'l CONrK-X(_—rOR ................. respon7ib111tic$.,,._ ............ 8.9 evidence of financial arranizements inspections. tests and approvals, I ... .......... insurance 8 lands and easements.,.,_......._ ............ 8A prompt payment by ........ I ........ ----- I ...... 8.3 replacement of r.,4GWEER, -, ------- __ ------------- S. 2 reports and tests ...... I .................................. ­ NA stop or suspend Work ................. 13.10, 15.1 term inate CON,7P_Adows scrvices....................... ... .... 3.8. 15,2 separate representative at site ... ......... I ........ 4 .... ­9J EJCL)C GENLRALCONI)i ria,,'s 19(1).S i[99U 1:D[ 110N) wary OF FORT coi.%j\5monric,% nONN (REV 9:991 Article or paragraph Num her written notice required_, ..................... 7- 1. 9.4, 9. 11, ... .................... ......... 11. 2, 11.9, 14.7. 15.4 PCBs -- definition of -- ----- ­ - - general ..............................................................4 OW NER's responsibility for ...... ................. _.5.W partial Utilization— d6inition of ..... .. __.; ............ ...... . J 2S general 600.14. 1-1.11) Property Insurance ................................. .. ......... 5,15 Patent Fees and Royalties............. ..................... .... 6.1- Nyment Bonds...._ ..................... .......... ..... 5. 1-4;, 2 payments. Recommendation of .............. 14,4-14_7' 1413 Payments to COMMACTOR and Ctimpiction-- Applic. ition for ProgessPayments ............ __ ...... 14.2 CONTRACJOR's Warranty ofTitle ................... 14.3 Final Application for Nyment .......................... 14. 1 _ Final Inspectionon ............................................... 14 11 Final Payment and Acceptance ................ 14.13-14.14 general $.3, 14 Partial Utilization 14. 10 Retainage.... .....................................................14.7 Review of Applications ror Progress Payments ................................ 14.4-14.7 prompt payment---....„........: ....8.3 Schedule of Values 14.1 Substantial Completion .............................. 14.8-1.4.9 Waiver of Claims .14.15 when payments due ................................. 144, 14.13 withholding ......................... ­­14.7 Performance Bonds............................................'.I-;, 2 Permits Petroleum -- definition of .. ......................... ...................... 1.30 general... ................................... ........... I .......... 4,i OWINMR's responsibility for ................................ S. 10 I'hysical Conditions -- Drawings of. in or relating to ......................... 4-2.1.2 FNMANMFR's review 4-2.4 existing structures. ..................... I ........ ------- 4-2, _2 general.......................................................... Notice of Differiput Subsurface or ....................... 4.2.3 Possible Cuniruct Documents Change., ...... ....... 4.2.5 Possible Price and Times Adjustments ......... __ 4.2.6 Reports and Drawings.......................................4.11 Subsurface and., .................................. - ....... 4.2 Subsurface Conditions 4?. Ll Technical Data. Limited Reliance by coiNTRACrOR Authori7.ed 4.' 2 underground Facilities— gencral................................... ..................... 4.3 Not Shown or Indicacd 4.3. Protection of 6. -11 Article or paragraph Number Shown or Indicated 1-­1 ........... - 4.3.1 Technical Data ................................................ 4.22 Preconstruction Conference q ................................ 2. S Preliminary Matters ................. i Preliminary Schedules ...............................................3.G ............... . .......... ­* . ........ Prem iscs. Use of 8 Price, Charge of Contract ....... I .......... ......... I .............. I I Price, Contract --definition of, ...... _ ......... __ .......... 111 Progress Payment, Applications for,,._,.._, .......... 14.2 Progress Payment--retainige... 14,2 Progress schedule, CONTRACTOR's............ _.6. IN, 19. ...... .... 6.6. 6.29. 10.4. 15.2.1 Project. -definition or_.. Project Representative-- ENGINTEERs Status During Construction ......... _93 [,reject Representative. Resident -definition of ......... 1.33 prompt payment by CAVNFR .... .................................. 83 Property I nsurn nce- - Additional >_7 genertd5.6-5. 10 Partial Utilizntion i.li. 14.10.2 receipt and application of proceeds ............. 5. 12-5,13 Protection, Saletyand ......................... - - ().26-6, 1, 13.� Punch list Radioactive Material— defintibn of ............................................ 4 ......... 1,32 general-1.5 OWNER'% responsibility for ............................... $. PI Recommendation ol'Paymerit ........... I ...... 14.4, 14.5. 14.13 Record Documents ............. 4 .... I.. . ... - ..... I ...... 6. 19, 14.12' Recurdsi. procedures for maintaining,, .......... ............. 2.8 Reference Points..:.._....._....-.,._..:4.4 Reterence to Standards and Specifications of echnical Societies 3.3 Regulations, Lawsand (or) ........ _ ........................... 6,14 Rejectingf)a/�crive Work 9.6 Related %Vork-- at Site ........ ...... ............................. 7.1-7.3 Performed prior to Shop Drawings and Samples submittals review ...................... 6-18 Remedies, cumulative.---,,_--_.,................ 7.4, 17.5 Removal or Correction ofDe/,,ctrvc Work 13,11 rental ugreements. OWNER approval required ..... 11.45.3 replacement of ENGINE 1-1*[,L by 01VINF R .................... S 2 Reporting and Resolving Discrepancies ., .... ........ ........ 2 15, 3. -1. 2. 6,143 Reports, -- .and Drawings..-....._........__ ........................... . 4.2.1 and 'Tests, OWNIER's responsibility„ ..............._.8.4 Resident and Project Representative_ definition of 1.33 provision l'or ................. __ .......... ............................. 9.3 cii IDCDC GENERAL CONDITIONS 1910-3 (199%) EDI11ON) witi'ry ot, (RFV0)9n Article or Paragraph Number Resident Superintendent, CONTTRA_70R!s ............. :..6 2 Responsibilities-- CONTPLACTOWs-in general .................................. 6 ENGIINEERs-in general ........................................9 Limitations on.............................................9.13 OXVIC-R's.in general ........................ I.-..........._.. S Retainage............................................................ 1.4.2 Reuse of Documents ...................................... .... * .. . ............. .. .... ............ 3.7 Review by CONTRACTOR: Shop Drawings and Samples Prior to Submittal .............. ...... �.25 Review of Applications for Progress Payments ........................ 14.4-14.7 Right to in adjustment ........ .................. ...... 10.' Rights of Wa5 4.1 Ro)-altics, Patent Feesand' ................................6.1 i.12 Safe Structural Loading 6.18 Safety -- and Protection .............. ................ . 4.3.2, 6.16, 6. IS. --- I 1 16-2-0-6.2 1. 7_1, 13.2 general.................................................... 10. 1-0-6.1-3 Representative, CONTRACTOR's ......................6.21 Samples -- definition of ......................................................1.34 general ..................................................... 0. 24-6. 2,S Review by CONTR-ACTOR ...............................6.25 Review Iry FN(',INF.FK ............................... 6.26,6.27 related Work submittal of .............. I ..................................... submittal procedures 0.25 Schedule of progress ................. 1.8-2.9, 6.6. .................................... 6.29. 10.4. 15.2. 1 Schedule of Shop Drawing and Sample Submittals 2.6, 18-29, 624-6.28 S 1 chedule of Values............_ . ............... 2.6, 2.8-2.9, 14.1 Schedules.. Adherence to 5.2.1 Adjusting...........................................................6.6 Change of Contract Times .................................16.4 Initially Acceptable .................................. 2X 2.9 Preliminary . . . ........................................................ .6 Scope of Changes ....................................... 10.3-10.4 Subsurface Conditions 4.2.1.1 Shop Drawings -- and Samples, general ................................. 6_24-6. 19 Chance Orders & Applications Rir Payments, nnd.... ......... ....... ............. 9.74' 9 definition of 1.33 HNGINIZE'k . q approval of ............. ................... 3.62 : ENGINTER's respainsibilflv for review ...................................... 9,7, 6.'4.6.28 related Work review procedures, ............................... 1N, 6.24-6.2K Article or Paragraph Number submittal required ...............................................6.3.1.1 6.214.1 Submittal Procedutes .................................... C use to approve substitutions_.,,_.,___,__.-_,-_--__ 6.7.3 Shown or Indicated �3.1 Site Access ......................................................7.2. 13.2 Site Cleanliness ............................. 6-17 Site, Visits to -- by ENGINEER_ ..... ............ .................. 9.2. 1-,.2 byothers.._.._ .................................. I................ 13 2 .special causes of loss" policy form, insurance 5.6.2 definition or-,, L 16 Specifications defination of .... ................... ..... 1. 36 of'rechnicil Societies, reference it ) 3.3.1 precedence ...................... _ .............................. 3.3.3 Standards and Specifications of echnical Societies,..,, ........ * . ...... 33 Starting Construction. More ......... ........ 2.5-2.3 Starting the Work.....------------------- - _2.4 "top or Suspend Work -- by CONFRAC-17OR ...........................................I5.5 by OWNER ............ .. .......................N.8. 13. 10, 15.1 Storage of materials and equipment_...........-------4.1. 7.1 Structural Loading. Safety........................................6.18 Subcontractor - Concerning .......................... ..................... A.S-& I I definition or .....................................................1.37 .... * ... * ..... * . ..... .................. ** ....... * 1.37 delays__ .... I ................. ...............................123 waiver of riehts 6.11 Subcontractors --in general„-;,-,,,,-„_; Subcontracts --required provisions.,_.J.H. 6,11. 11.4.3 Submittals -- Applications for payment ............. ...... ............ 14.2 Maintenance and Ciperation Nlanuils .... .......... 14.12 Pruccdures.............................. ........ _ .............. 6.15 Progress Schedules,,,,,,,,,,,,,,, .......... I .......... . � 6. 2.9 Samples .................................. ................ 6.24-6.28 Schedule of Values ............... 14.1 Schedulcof Shop Drawings and Samples Submissions.,._.,., .2 6, 2.8-2.9 Shop Drawings......................................... 6.24-6. 28 Substantial Completion -- certification (if ............................. 600.13, 14.13-14.9 definition of . ... ................................................ I, 3,8 Substitute Construction Methods or Procedures,,,._. ei. 72 Substitutes and "Or Hqual" Items„-,_.__.__ ....... _6.7 CONTRACTOR's Expense ........ ................ (0.1.3 HNGINPJXs E.viluation., 6.73 Or-Eqtml". ......... _ ............. ................ ..... _6.7. 1,1 SUbStitUIC Construction Methods EKDC. GENERldCONDI I IONS 1910-S (1991) EDI 1101M %vi M rY OF FORT 9!991 Article or Paragraph Number or Prockdures y,T' Substitute items 63.1.1 Subsurface and Physical Conditions-. Drawings of. in or relaLhg to ......................... 4.2.1.2 ENGFINIE-ER's Review ....................................... 4-2.4 general...... .... ........... ..... ............................... .4:1 Limited Reliance by CONTRACTOR Authorized 2. 2 Notice of Differing Subsurracc or Physical Conditions .........................................4.2.3 Physical Conditions 4.2'1.2 Possible Contract Documents Charg,; ............. _4.2.5 Possible Price and Times Adjustments .... 4. _2.6 Reports and Drawitims ......................................4.2.1 .......*.........................4.2.1 Subsurface and ............................................. 4" Subsurface Conditions at the Site 4-2.1.1 Technical Data ..............................................a-?2 Supervision— C.0\,TT R ACTOR's responsibility__-__._ ... I OWNER shall not super•isc ................................ N.9 F.I.NCTINKEFR shall not supervise ............... .:9.2' 9.13_2 Superintendence. _....................... ............... .......... 6,2 Superintendent. CO\',TRACTORs resident ................ Supplemental costs ............................................. Supplementary Conditions -- definition of . .......... ............. ............................ j,39 principal references to .................. 1, 11,% I.IS, 12. 2.7. ........... I ........... A.2- 4.3. 5.1, 5.3, 5.4. 5.6-5,9, ............... 5. 11. 6.8. 6.13. 7.4. 5.11. 9.3. 9.10 Supplementing Contract Documents..........................1.6 Supplier -- definition or principal rfcrnces ............ 6.20, ..................................6.24. 9.13. 14.12 Waiver of Rights ............................................... 15.11 Surety -- consent to final payment,,,,,,,,,,,,,,,,,,,,,,,, 14.12, 14.14 ...... 4 .........................9.13 ENGMT.F.R has no duty to*...... Notification of 10.1. 14-0. 15.2 qualification of ...... I ................ 4 .......... i r, Survival of Obligations ..................... 4 ...................... 6.34 Suspend Work- OWNER May . ...................... 13. 10., 15. 1 Suspension of Work and Term irintion,.., .......... ........ is CONTRACTOR N(Iny Stop Work* or Tenn inate 15.5 OWNER \fay Suspend Work ..............................15.1 OWN,ER May Terminate . ............ ...... .. .. ... . 15.2. 15.4 'faxes --Payment by CONTRACTOR ........................ 6.13 Technical Data -- Limited Reliance by CONTRACTOR ................ : '_' 2 Possible Price and Times Adjustment$ ..............a._ r., Reports of Differin : e Subsurface and Physical Conditions ....................................4.2.3 siv Temporary construction facilities.... ...................... 4.1 Article or Paragraph Number Termination -- by covirk.A(TFOR ............. ... ........ by OWNER ......................................... N.H. 15.1-15.4 of ENGINEEKs employment ....................... Suspension or Work-in gencral ............................. I i Terms and Adjectives ... ....... .............. . ...... Tests and Inspections -- Access to the Work. by others ............. 13 ..2 .............. CONTRACTOR's icsponsibilhics ...................... �13.5 cost of 13.4 covering Work prior to ........ : ........ 36- I 3_ 13-7 Laws and Regulations (or) ................ ; ...... ........ 13.5 Notice of Defects .......................... 13.1 OWNER May Stop Work. ................... ---------- III(,' OXVKFR's independent testing .......................... j3_4 special, required by ENGINEER 9.6 .... .... ..... * timely notice required ....................................... 13.4 Uncoverini: theWork. at ENMERs request ......... I ....................... ...... .... Times -- Adjusting....................... ............ ...................... 6.6 Change ofContmet... ........................... I ........ 12 Compuuuion of ....... ­­ ......... ......... ......... ­._­17.2 Contract Times. -definition of 1.12 day........ ................. I ......................... ... 117.2.2 N-filestones .................................................. ....... I Requirements -- appeals.................................. ........... 9,10, 16 clarifications, claims and disputes..... .............9.11. 11.2. 12 Commencement of Contract Times___,, 1.3 Preconstruction Conference 2.8 .schedules ­ri 1.6, 19. 6.6 Starting i� the Rork ........ _ 2.4 ........... Title. Warranty of .................................................... 14.3 Uncovering Work 13.S-13.9 Underground Facilities, Physical Conditions - definition of _1. 41 Not Shown a, Indicated.. .......... ................ 4.3.2 protection of„.,_,..,,,.„.,,,,._,_. _........ 43, 6.11) Shown or Indicated 4.3.1 Unit Price Work-- claims 11 93 definition o 1.42 general 11.9, 14.1, 14.5 Unit Priccs­ general 11.3.1 Determination fLT Use of Premises ........... ; ........ ........... 6.16, 6. IS, 6.30.2.4 Utility owners., ' " '* .................... (%13, 620. TI-73, 13.2 Utilization, Partial 1. 'S. 5.1 i. 6.30. 14. 14. 16 Value of the Work :...................................................I L3 Values. Schedule . .............................. 16. 14,1 Ilici-M GENERAL CON1111IONS 1910.8 (11090 EDII ION) w 0 FY OF FORT COLLINS MODIFICAYIONS iRFV 9M,11 Variations in Work —Minor Authoriud­ ...... 1— 6.25.627.9.5 Articic or Paragraph Num her Visits to Site --by ENGINEER...,...- ...........................9.2 Waiver of Claims --on Final Payment....-.1 Waiver ot'Kights IN insured parties .................. ;5. 11. 6.11 Warranty and Guarantee. General --by CONTRACTOR_ . ..... .. .... "630 W"arranty of Title, CO Orvs:_.� 14.3 Work -- Access to ............ ................ 131. ....... by others,., ......... ................................. ............ 7 Changes in . ...... .......... Continuing (he ..... ........... .... .. 6.29 CONTMACTOR May Step Work or Terni inate .............. Coordination of 7.4 Cost ofthc. 1 4-11.5 definition ................. ....... 1-43 neglected by CONITRAcrok. . .......... .......... 13,14 other Work... ........... _ ...... : ....... ... _11.­­7 OWNER May Stop Work . ... ...... ­ I --- 113. 10 OWNER Nlay Suspend Work ................. _1 3,10, 15.1 Related, Work at Site 7.1-7.3 Starting the Stopping by CONTRACTOR ... ...... 15.5 Stepping by OWNER ........ ................ 15.1-15.4 Vitiation and deviation authorized, minor ...... 3.6 Work Change Directive -- claims pursuant to ... .... I .................. I ................. definition of............ .. ..... 1-44 principal references to ...................... 3.5.3, 1 O. I - 10. Written Amendment -- definition of principal references to ......... __1A , 0, 15, 510,1i:12, ................ ........ ().62. 6,M. 6.19, 10.1, 10.4, 1.!, 111. 13.12.2. 14.7.2 Written Clarifications and Interpretations ....... ............ 3.6.3. 9.4. 9.11 Written Notice Required — by CONITRAC-l'OR . ............................ 7.1, 9.10-9,11, by OWNER ........... 10-911 , 10,4, 112, 13.14 xv EJCDC GENIMAL CONDI I IONS' 1910-S (199U EDI IION) W(ATY (IF FORT COLLINS MCIDI FICA n(jN,.% (.11EV9:99; -7- U.S. DEPT. OF LABOR, DAVIS BACON MINIMUM WAGES, COLORADO DATE 07-29-11 GENERAL DECISION NUMBERS CO20100014 AND CO20100015_ HIGHWAY CONSTRI TCTi(1N General Decision No. CO20100015 The wage and fringe benefits listed below do not reflect collectively bargained rates. Code Classification Basic Fringe Benefits Last Hourly Mod Rate Laborers: 4000 Asphalt Laborer/Raker 12.40 2.92 4001 Common 12.44 3.53 4002 Concrete Laborer/Mason Tender 12.44 3.10 4003 Striping -Paint Laborer (Pre -form layout and removal 12.90 3.07 of pavement markings) 4004 Traffic Director/Flagger 9.42 3.21 4005 Traffic/Sign Laborer (Sets up barricades and cones, 12.39 3.20 and installs permanent signs) 4007 Guardrail (Excludes bridgerail) 12.78 3.31 4008 Formwork (Curbs and gutters only) 12.92 4.54 4009 Landscape Laborer (Including irrigation work) 12.21 3.16 Painters: 4100 Spray 17.54 3.52 POWER EQUIPMENT OPERATORS: 4200 Asphalt Plant 17.23 1.20 4201 Asphalt Screed 16.21 3.76 4202 Backhoe 16.42 4.42 4203 Compactor (Dirt and soil only) 16.52 3.13 4204 Grader/Blade 16.39 4.20 4205 Mechanic and or Welder (Includes heavy duty and combination mechanic welder) 16.74 4.20 4206 Post Driver/Punch Machine 16.07 4.41 4207 Rotomill Operator 16.28 4.41 4209 Scraper 17.62 3.16 Addendum 2 - 7263 Downtown Conduit Backbone and Laterals Page 7 of 11 ('this page left blank intentionally) dti tf$IDC; U&NERAL CONVIIIOVS 191 (1-3 11990 LU11I0V) a'+ CITY t ,F FORT RiL1.INS :X1001F1CA 11ONS (RLV 9rP)i GENERAL CONDITIONS MITICLE 1--DEmNaTIONS Wherever used in these General Conditions or m flue other Contract Documents the followirw- terms have the mcamns indicated which arc applicable to both the singular and plural thereof: 1.1. Adr£nfa--Written or graphic instruments issued prier to the opening of Bids which clarify, correct or change the Bidding Requirements or the Contract Documents. 1.=. _d.preement-The written contract lenvccn OWNER and WNr'fRACTOR coverir e the Work to be performed: other Contract Documents are attached to the Agrecmcnt and made a part thereof as provided therein. 1.3. .-application �lbr Pavmant—The form accepted by ENGINEEk which is to he used by CONTRACTOR in requdstine progress or Final payments and which is in he. accanpatneJ by such supporting documentation as is required by the Contract Documenm 1.4. dsbesto.r--Any material that contains mote titan one percent asbestos and is friable or isrelcasitn asbestos fahcrs into the air above current action bevels esmhlished by the United States Occupational Safcw and Health Administration. I,_. Bid —The offer or proposal of the bidder :submitted on the prescribed form setting forth die prices for the Work to he performed, 1.6. Bidders Docrmrcrils—The advertisement or invitation to Bad. instructions to bidders, the Bid form, and the proposed Contract Documents (including all Addenda issued prior to receipt of Bids). 13. Ridding Reyuiremerrar--The advertisement or invitation to Did. instructions to bidders. and the Did form. 1.8, .Bonds —Performance and Payment bonds and other instruments of security. 1.9. C haaga !liter —A document recommended by L'1iGI\T13R_ which is signet by CO\"I'R-V Ti)R and OWNER and authorivxs tin addition deletion or revision in the Work, or ;In adjustment in the Comuacl Price or the Contract Time& issued on or tiller the Effective Date of the Agreement- 1.111. Contract Docrrnrents—The Agreemcni. Addenda (which pertain to the Contract Documents). CONTP--kur 's Bid (including documentation accompanying the Bid and any post Bid documentation submitted prior to the Notice of Award) when attached as an exhibit to the Agreement the Notice to Proceed the Bond& these General Conditions. the Supplementary Conditions, the Specifications and the Driwines as the ucuclrF.*-%,tx:u cnvurnom tyrtus it ion Edits ou ad C17Y OI 70R'1COLLIM stoull'ICATIONt t R15y.IQ01141 same are more specifically identified at the Agreement. together with Fill Written Amendments. Change Orders, Work Chanue Directives. Field Orders and EIGNEER:s written interpretations and clarifications issued pursuant to paragraphs3.5. 36.1 and 3.6.3 on or alter the Effeciive Date of the -\aeemenl. Shop Drawing sulmnittals approved pursuant to paragraphs 6.26 and 6.27 and the reports and dravvhVs ref'ened to in faraeraphs 4.11 and 4:2.2 are not Contract Documents. 1.11. Cononcl Prict—The mgnevs payable by O\\rNER to CO,,\TR \CYUR fix 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 cnse of lint price Work). 1.11 C'antrncl Times -The numbers of days or the &tiesstated in the Agreement. (i) to achieve Suhstantial Completion and (ii) to complete the Work so that it is ready for limit payment as evidenced by. E.NifNPER's written recommendation of final payment in accordance with lwmgraph 14.13, 1.1.3. C(l:V7R4C'T0R-=Thc person, first or corporation with whom OWNRR has cmered into the Agnxmcni. 1.14, &-/cane—An adjective which when mollifying the ward Work refers to Weak that is unsatisfactory, faulty ou deficient in dra it does not confirm to the Contract Documents, or dotes not meet the requirements of any msfxction, reference standard, test or approval referred to in the Contract Documents, or has, been damaged prior to ENGUEER's wconimendation of final payment (urilc+s responsibility for the protection thereof has been assumed by O\\NER of Substantial Completion in accordance with fmmgraph 14.8 or 14A )), 1.15- Drawings —•the drawings which show the scope. accent and character of the Work to be furnished and Performed by CONTRACTOR. and which have been prepared or approved by M- GINEGR arni are. referred to in the Contract Documents. Shop drawings tare not Drawinip as so defined. 1.1 i,, Effective Pate a/' the Agrvemam—The dare indicated in the Agreement on which it becomes efl'ective- but if no such dale is indicated it means the date on which the Agreement is signed and delivaed by the last of the two parties to sign and deliver. 1.17. EYMMEE•R—The person firm or corporation reamed us such in the Asseement. 1.18, E:\G11MEER:s Comillanr--A person limn err corporation having a ecntract with ENGINEER in liamish services Its ENGNEER's independentprofessional associate or consultant with respect to the Project and who is identified as such in the Supplementary Conditions. 1.19. field Onler—A written order issued by ENCTINEER which orders minor changes in the Work in accordance with paragraph 9.5 but whidi does not involve u change in the Contract !Tice or the CCntmet Times. 1 20. Oeaeml Requireownts-Sections or Division I of the Specifications. 1.2 1 Huzunloits 11•uste-The tens HazardousWasteshall have the morning provided in Sectiori Ifui4 of the Solid Waste Disposal act (42 USC Section 6903) is amended from time to time. I. -".a. Luis and Rrgtdulium•; Lulu? or Regulations--:iny and all applicable Imvs. rule& regulations. ordinances, codes and orders of any and all Governmental bodies. aeencies authorities and courts having, jurisdiction 1 ".b. Legul Holiduvs--shull be those holidays obsvncd b' the City of Port Collins 1.23. Liens --Liens, charges, security interests or encumbrances upon real property or personal property. 1 N. d/iks7oue--A principal event specified in the Contract Documents relating to an intermediate completion date or time prior to Sutistantinl Completion of all the Work. 1.7S. Nnnee of.4u•ma-A. written notice by OWNF.:R to the aprnrent successful bidder staring that upon compliance by the apparent successful bidder with the condators precedent enumerated therein, within the time specified, OWNTER will sign and deliver tar"Agreemnent. 1.26. ;Notice to Pniceed- A written notice given by OWNTER to CONTRAC VOR with a copy to P:NufNFF.R) fixing die date on which -the Contract Times will commence to run and on which CONTRA[. TOR shall start to iv-dbrm CONTRACTOR'S obligations under the Contract Documents. 1.27. OfnER-The public body or authority, corporation a.s- 'alion firm or person with whom CONTRACTOR has entered into the Agreeinon anti for Whom the Work is to be prov ided. 1.38, Partial Utification-Use by CAVWFR of a substantially completed part of the Work ('or the purpiise for which it is intended (or a related purpose) prior to Suhstantial Completion orall the Work 1.29. PCBs -Polychlorinated biphenyls. 1.30. Petroleum --Petroleum: including crude oil a- any fraction thereof which is liquid at standard conditions of temperature and pressure (60 desees Fahrenheit and 14.7pounds per square. inch absolute), such as oil,. petroleum. fuel oil. oil sludge, oil refuse- gasoline, kerosene and oil mixed with Other tam-llazardkws 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 Comiruct Documents. 1.32.a. Ra:Bvuctire ,flaloiul-Source. special nuclear. or balxoduct matcKial as defined by the .Atomic Energ}' .act of E1C'LK'. f.:ENEa.V. 010- 09%. Ertirimt wi CITY OF FONT COLLI NS ]ICAID•1C.41'IONS atEV a,20leli 1954 (42 USC Section '21)11 el srxl.) as amended from lime In time. 1.3Ih. Regrdur Wopioine flours--Regirlar working hou s are delincd as '7 (plum to 6:002m unitn othenvise s +ecitied in the i oneral Reuuiremerim. 1.33. Resident Prviccl Reprcovntative-The authorized representative of CNGINCCR who cony be assigned to the site or any part thereof. 1.34. Suniples-Physical examples of materials. equipment, or workmanship that are representative of some portion of the Work and whiLh establish the standards by which such portion of the Work will be judged. 1.35. Shop Ihvnings-All drawings, dingams. illustrations, schedules and other data or information which are specifically prepared or assembled by or for CONTCRACTOR and sulhnitted by CONTRACTOR to illustrate some portion orthe Work. 1.36. Specification -'hone portions of the Contract @t:unments corsistine of written technical descriptions of nmterinls equipment, construction systems, standards and workmanship as applied to the Work and certain administrative details alryrliunhle thereto. 1.37. SuAronupctor--An individual, firm or corporation having a direct contract with CONTRACTOR or with any other Subcontractor for the NI-formance of a part of the Work at tits site. LY. .Sidistunrial E;ontpletivn--The Work (or a specified poll thereof) has progressed_ to the print where. in die opinion at F.NCHNFER as evidenced by. CNGLNFFR's definitive Lenificate of Substantial Completion it is sufficiently complete, in accordance with din Contract Documents- so thin the Work (or specified Ivan) can be utilized for the purposes_ for \which it is intended: or if no such certificate is issued when the Woik is complete and really for final .payment as ewideneed by F.NC3fNCP;R's vvritten reennmcndaliun of final payment in accoid4ince with paragraph 14.13; The terms "substantially complete" and "suhcttmtially completed" as applied to all or tart of the. Work refer to Substantial Completion thereof 1.39. Supplementary CcoiditianT-The Ron of the Contract Documents which amends or supplements these Ucneml Conditions. 1.40. Supplier -A manufacturer, fabricator, supplier. distributor. materialman err vendor having a direct contract with CONTR V".101'. or with any Subcontractor to furnish mattTials or equipment to be incorporated in the Work by CONTRACTOR or any Subcomtaoor. 1.41. Undeigrowul Facilities -:VI pipelines conduits. ducts, cables. moires manholes. vuulLs, tanks, tunnels or Other such facilities or attachments. and any encasements containine such facilities which have been installed underground to furnish any of the following services or materials: electricity, sasm sleam. liquid petroleum products, telephone or other communication, cable television. sewage and drainage reanoval. trallic or other control sa•stems or water. I.41_ Lyn it F9ire II•ork-Work to be paid for on the basis of unit prices. 1.43. I{'ori.-=Cie entire completed construction or the various separately identifiable parts thereof required to be furnished under the "Contract Documents. Work includes - and is the result of performing or furnishing labor and Furnishing and inworpomting materials and equipment into the cunsuuction. and pafomaing or furnishing services and furnishing documents, all ns required by the Contract Documents. 1.44. if}n$ Change Directive -A. written directive to CONTRACTOR. issued un or after the Effective Date of the. Aercemcnt and signed by OWNFR and recommended by ENGINEER. ordering an addition deletion or revision in the Work, or responding" to differing or unforeseen physical conditions under which the \Vork is to he performed as provided in pwmgrarh-l.'_ or 4.3 or to cmfrecncies under paragraph 6.D, A Work Change Directive will not change the Contract price or the Contract Times, but is evidence that dw parties e.\pxtthat the change directed or documented by a Work Chrnge Directive will be incorporated in a subsequently issued Change Order following negotiations by die partiesas to its effect if am•, on the Contract price or Contract 'Times its Provided in paragraph In."_'. 1.3?_ Written Anarncbnent.-A written amendment of the Contract TAxmmerim, signed by OW'NFIR and CONTRACTOR on or after the Effective Date of the Agrecnent and normally doling with die nonenginecring or nontecltnird rather than strictly construction -related aspects of the Contract Documents. ARTICLE 2-1'RELB1INARY m t TCERS DeGvert• of Ronts'i 11. \\•teen CONTRA(M R delivers the erceuted Asrenienls to ot1^rFR CONTRACTOR shall also deliver to oWNE-R inch Btintls as C)NTRACTOR may be required to furnish in accordance with Paragraph i_ I - Copies ofDtxurnents: 3? OWNT-R shall furnish to CONTIL\CTOR up to ten copies (unless otherwise specified in the Supplementary C'omlitio ns) of the Comsat Documents as are reasonably necessan. for the execution of the Work. Additional copies will be lumished upon request- at lie cost of reproduction. Cwnntencement of Contact Tinrev: Notice to Proceeit 2.3. The Contract 'fares will commence a, run on the thirtieth dac after the Effective ]late of the Agreement- or - 4tcuccb�er tLcot:urnnxs rnu u;?nHuirc,n xY CTIY OP fURI' COLLI h5 \IC/LnIfICdI1UnS t KfiY dnOwil if a Novice to Prt xed is given. on, the day indicated in the Notice In Proceed. A Notice u) proceed cony be given at any time within thirty days alter the Effective Date of the r1pr e e m e n l.--I n-rao-�wrnt--oval l-Fhz-�ntr+t+:t=Piro es comae tx;e-to-ear-lawn-than-lhc-si.�ti.:th-tlttv�Azr-+fee-day of -Rid opmit a er lhz thirties h day after-tha-F tiertivt late of -the :Agreement. whichever -date -is cw Her: Starting the Work 9. CONTI2;\CTOR shall start to perform the \\runt: on the date when the Contact Times commence to run. but no Workshall he done at the site prior to the date on which the Contract Times evmmeme to run Before.titartbig Corttruction: '_ 5 Before undertaking each panof the Work. CONrP-,kcrOK shall carefully study and compare the Comma Documents and check and verily pertinent figures shown thereon and all applicable field measurements. CON'I'RAC:'I'oR shall promptly report in writing tin I-NUINBFR any conflict, ctror, ambiguity ar discrepancy which C:ON'I'RAC'rOR. may discover and shall obtain a written interpretation or claritia-ntion from VNI( NNEER bet'ore proceeding with any Work affected thcrchy) however. CONTRM I'OR shall not be liable to C'AkNFR or ENGfNFFR for fhilure to report any cbnllict, error, ambiguity or 6snepany in the Contract Documents unlcSs CC)NTRACR-m knew or reauinably should have known thereof. 3 f• Within ten days after the Efective Dmc. of the Aereemem (unless olhmvisc specified in the (encral Requirements), CONTMACTOR shall submit to ENGINEER kin review; 2.6A. a preluninary progress schedule indicating the limes (numbers of drys or dates) for starting and completing the various stages or die Wodc, including any Milestones specified in the Contract Dotaintents. 16.2. a prelimimuy schedule of Shop Drawing and Simple submittals which will list each required submittal and the times for submitting, reviewing and processing such srintival: 6.' 1. In no_case will a schedule he acce_p�table which_allTyss les_s_than _I1 calendar days for each review by En-naer- '_.6.3. A preliminary_ schedule of values for all of the Work which will include quantities and prices of items aggregating the Contract Price and will subdivide the Work into component pans in sufficient detail to serve as the basis for progress payments during construction Such prices will include tin appropriate amount of overhead and profit applicable to inch item of \Vatk. 2.7. Before any Work at the site is suited. CONTRACTOR and-r4Wi4l-R xhall enth deliver to the other OWNER with copies to eateh-adQ otwl-wsured idzntifizJ-in-th.�tiupoplzntzmarF-l-7anditiom ENCNEFR, certificates of htsurnce (and other evidence of insurance -which-either--e�iham-fx-xny-ttckhtitxta I=itzutrei4-move reasonably--rcyuest requested be OWNERI which CO\�'I'R:\('ipR-'erred-411k?:�R-rrspct;tirr"- a is required to purchase and maintain in accordance with ramgmrl>~ :.a; s 6 And _;a. Preconsrruction Conference: '.8. Within twenty. days after the Comruet Times stout -to run but Wore anv Work at the site is started a conference. aitended by CONTRACTOR F103 NEER and others •as appmpnnte will heheld to establish a working undcrslanding among the parties as to One Work and to discuss the schedules referred to in Mmgmph 2.6, pr'nced ures for handling Shop Dmwin_cc and other submittals prucessing Applications for Payment and maintaining required records. lninallf, I eceprable,Schedules: 2.9.. Unless otherwise provided in the Contract. Documents, Fit -least -tzvttlstw.:-better-sutxni>C:iarroFthe feast Applieation4o;, )l wnt befixe any work at the site begins a conference attended bw CY7NTRAC MIZ, FiNGINHER and others us appForwinte desiein ted tn• OIVNER, will be held to review ter acceptability to I NUINVER as provided below the schedules submitted in accordance with paragraph'6. and Division I_.- General Rzquvements, CONTRACfC)R shall have an additional ten days m make corrections and adjustments and to complete and resuhmit the schedules No progres% payment shall he made to CONTRACTOR until the schedules are submitted to and acceptable to FNIGINFER as provided helow. The progress schedule will he- accepmhle to F.NGiN°F,FR as providing an ordetly progression of de Work to completion within :trey spacitied Milestones and the Contract Times; Nit such aeeepmnce will neidter impose on MNGU,EER responsibility for the kquencing, scheduling or proere s of the Work nor interfere with or relieve TR CONTRACTOR fern CONTRt\CTOR' hill. responsibility therelbr. CONTRACTOWs schedule of Ship Drawing and Sample subnnissions will N acceptable to FNGTNTiFR as providing n workable anangement for reviewing met processing the required submittals CONTR-•\CTOR's schedule of values will be acceptable to LNGIVGL•Ras'to diem and substance. ARTICLE 3-Cox mi cr DoCUm G\TS: (A PENT, AAIENDLNC,REUSE Intent 3.1, The Contract Ductiments comprise the entire. ageement between 0VVNCJt and CUN'rRACTOR concerning the Work. The Contract Documents are complementam what is called for by one is its bindim i as if called for by all. The Contract Lkxtunenis will be construed in .accordance with the late or the. place ofthe project. It is the intent of the (;ontmet Documents to EJC1K tirNEF4V. COi�1.N'n O\9 I'l l V3 (t aYV EtGnim I iv, Cl'R' OF FORT COLLINS \I(A)IFICA1IONS'(R.B'412000) dea:nbe a functionally complete Project (or Dartthereof) to he constructed in neconbra:e with the Contmct Documents. Any \York materials or equipment that may reatsombly be inferred from the Contract Documents or from pnevailine custom or trade usage as being required to produce the intended result will be furnished and performed whether or not specifically called for. When words or phmses which have a well-known technical or construction industry or trade meaning are used to dcsw6be Work. materials or equipment such words or phrases shall he interpreted in accordance with thin meaning. Clarifications and interpretations of the Contract Documents shall be issued by HNGINF R as provided in puragmph 9.4. 3-3. Reference to Y'andardv and Specifcations of Technical Societies: Reporting and Resolving Discrepancies. .3.3-1. Reference to sum"Lt;, specitiontions, manuals or codes of any technical society. organization or association, or to the I,nws or Regulations of any governmental authority. whednr such rdaencc he ercific or by implicngpn shall mean the latest stmdard specification, manual, code or Isws or Regulations in effeet at thetime of opening of R ids (or, on the Effective Owe of the Agreement of there were no .Rids), except as may hc- otherwise specifically stated in the Contract Documents 3.3?. If during the performance of the Work. CONTRACTOR discovers any conflict, erme ambiguity or disctcpancy within the Contract Documents or K-tween the Contmct Document% and any provision of any such i.aw or Regulation npplicahle to the performance of the Work or of :any such standard specitication, manual Or code or of an), instruction pram• Supplier teterred to in paragraph 5.5. CONTIC,\Crok shillreport it to ENGINEER in writing of once, and, CONTRACTOR shall not proceed with the Work affected therehy, (except in in emergency as authorized by paragraph 6 3) until an amendment or Supplement to the Contract Documents has been issued by one kit'the methods indicated in roragraph3.5 or 3.6; Iwovided however; that CONTRACTOR shall not be liable to OWNER or L'NGINLER for liailiie to report any such cordlicl, error, ambiguity or disctcpaney unless CONTRACTOR knew or reasonably should have known thereof. 33.3. Except as Otherwise specifically stated in the Contract Documents or as maw he provided by amendment or supplement thereto -issued by one of the methods indicated in p:arn_Ttph 35 or 3.6. the provisions of the Contmct Documents shall take precedence in rrxah•ipi 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 Commct Dncuments); or 3,3.3, the provisions of any such Laws or Regulmions applicable to the performance of the Work (unless such an interpretation of the provisions of the Contract Documents wooed resell: in violation of such Law or Rcsulmion). No provision of any such standard- specitim ion, manual, code or instruction shall be effective to change the duties andresnimsihililigs of OIWFR, CONTRACTOR. or ENGINEER, or any of their subcontractors, consultarim agents or employees from those set forth in the Contract IkxvmcnLs_ nor shall icbe effective to assign to 0\VNFR, ENGINTER or am, of FNGINF-ER'v Consultants, agents or employees any dui• or authority to supervise or direct the fmnishing or performance of the Work or any duty or authority to undertake « sponsibility inconsistent with the provisions of paragraph 9,13 or any other provision of the Contract Documents. 3.4. Wiencver in the Contract Documents the terms "as ordered °'as directed", "as required"; "as allowed", "as approved" or terms of like clTecL or impon are used, or the adjectives "reasonable", "suitable". "acceptable". *proper" or "satisfactory" or adjectives of like effect or Import are used to describe it requventem, direction. review or judgment of ENGINEER us to the Work. it Is intended Ihd such requirement. direction, review or judgment will be solely to evelume. in general, the completed Work for compliance with the requirements of and information in the Comma 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 it specific statement indicating otherwise,)- The. use of any such term or adjective shall not be elfccuve to unsignto E:GI'v'EER any duty or authority to supervise or direct the famishing or performance of the Work or any duty or authority to undertake responsibility conu:vy to the provisions of paragraph 9.13 or any other provision of the. Conlmut Documents. lrnentUng and Supplementing Corrbncr Deuvnrence 3.5. The Contract Documents may be- amended to provide for additions, dklctions and revisions in the Work or to modifv the terns and conditions thereof in one or more of the Collo vinL ways'. 3.5.L aComtalWrittenAmendment, 3.5.3. a Change Order (pursuant to paragraph I(!4). or t7COCOEN RAL CONDI'rOU 1910-F tt994 Editi<nr x9 Cl YOF FOa)'COLLIh5 \tOLtIFIC.tilONS [Rlvl'•rrritiWa 3,5 3. a Work Chance Directive (pursuant to pnrairraph 10.1), 3.6. In addition the requirements of the Contract Documents may be supplemented. and minor variations and deviations in the. Work nine he authcaiatL in one or more of the follmvine ways: - 3.6.1. A Field Older (pursuant to paragraph 9.51 3 fi,3. L•'NGIN'EER's approval of it Shop Drawing or Sample (pursuant to paragraphs 6,_'6 and 6.27). or 3.6.3. N7CHNL EE•R's written interpretation or clarification (pursuant to paragraph 9.4) Reuse a f Dncumenty: 3.7. CONTRAC:I'OR. and any Subcontmctur or Supplier or other person or organisation performing or furnishing any of the Work under it direct or irufuect contract with OWNER (i) shall not hnve or acquire any title to or ownership rights in any of. the Drawirss, Specificationsor other documents for copies of any nccreof) premed by or hearingg the seal of F.:NGINE.F..R. or r:N1 G1VEF.R's Consultant, and (ii) shall not reuse:iny of such Drawings. Specifienitorts, other documents or copies on extensions of the project or any other project without w'aitten ccriwnt oif OWNIER and ENGINEER and specjtic written veritiemion or adaptation by F.NGINIHER. ARTICLE 4-AVAIL.IBILIT'Y OF L.tXDS; SM Si1RFACE AND PHYSICAL CONDITIONS; RF.FF.RENCE POEWS Araifnbility ofiLands: 4,1. OWNER shall fiarni t its indicated in the Contract DocumcnL% the lands upon which the Work is to be perfornedL «_]its-ot-%vny and casements for access dtcieta, and such other lands which are designated for the use ofCONfRACiOR_ Upo,.rrnannabla-yvrittan•rrquast: EH4?iER-sfer4l-famish--F.'C-M4-FFE-\4'F9R-wit;-a�,neeE statement-of-racurddegtal-title and• Irgp{-dascriptiorrof-[he lands-sport-whiuh-the-Work-is-« n-ba-prrConnrd-and OLVtiGR'rinterest-therein-as-neerssary-fur-givirte-noRice ok-or-G ling,- n-mrchntu� s -lien- against -such -lands -in agent:lxma—w+t}i—ttpp4i tlil e-6xyw—arsd—Rrgidaticws OWNER shall identify tiny encumbrances or restrictions not of general application but specifically related to use of lands w furnished with whiih CONTRACTOR will have to comply in performing the Work. Rasements for permanent structures or permanent changes in cXistinu facilities will be obtained and paid tier by OLVN'L•R unless otherwise, provided in the Contract Documents. If CO\TRACCOR and oWNEk due unable to agree on entitlement to or the amours or cstant of any taljusmaents in the Contract Price or the Contract Times as a result of any delay to i)LVNF.R's furnishing these lands, rights-of- svay or casements. C'OMRACTOR may make a claim therefor as provided in Articles I I and 1'-- CONTRACTOR shall provide for all additional laruls and access: thereto that may he required for temporary construction facilities or storage of materials and equipment 4,2. Submiyhree mud Plpaical r_ondian.s: 4.2.1. Ropatts and Dtuurings: Retcrencc is made to the Supplementary Conditions for identification of: 4?.I.1. Subsurface Conditions: Those reports of explorations and tests of subsurface conditions at or contiguous to the site that have been utilised by ENGIINEER in preparing the Contract Documents: and 4.2.1.2. Pinoical C'ua(rliuns: Three drawings of physical conditions in or relating to existing surface or subsurfntt structures at or contiguous to the site (except Underground Facilities) that have. been utilized by ENIG NEER in preparing the Contract Umuments. 472'. Limited Reliance by COM/7 4i: 0R _ar(rlrori:ed: 7zcluricai Uata: CONTRACTOR may rely upon the general accuracy of the "technical data" contained in such repa its aril drawings, but such reports and drawings are not Contmct Docunhmas. Such "tecfhnical data" is identified in the Supplementary Conditions. Except for such reliance on .such 'technical data", CC)NT'RA(,-1 OR may nit rely upon or make mw claim ngainsi OWNER, ENO Wan), any of hNGIiJElilt's Corulrlmnts with respect to: 4.2,2.1. the ctompleteness of such reports and dra\vings for CO\'TRACTOR's Ixupose.^,. including• but not limitedto, my aspects of the means, methods, techniques. sequences and procedures of construction to be employed by CONFRAC_'FOR and safety precautions. :and programs incident thereto, or other data. imerpretatitms, opinions and information contained in such reports or shown or indicated in such drawing-, or 42:_'.3. any CONTRACTOR iriierpreation of or conclusion drawn from any "technical Jain' w' any such data. interpretations. opinions or information. 4.2.3. Vonce or nirrering Subsraftre•e or Physical Cunditiuns. If CONTRACTOR believes awl nm• sufmartace or physical condition at or ccmtiguuus to the site that is uncovered or revealed either: 4.2.3.1. is of such a nature as to establish than any "technical dicta" on which CONTTRACTOR is eniiticd to reh' as provided in paratzraphs 4.2.I and 4.' 2 is materially inticuirale. or 4.2.12. us of such it nature as to %quire a chance in the Contract Documents. or 4133 ditTers materially from that shown or tilC'UC. UENkit.u. Cu; lull nUKY I1108 QJ'IV &titian wet it'll" OF FORT CO[.LI LS ]IgJ11TCd'I'IUNti IKIi\' a,f afro i idicntcd in the Contract Dceunhents. or 4:2.3.4. is of an unusual nature, and differs materially from conditions ordinarily encountered and uenerally recognized us inherent in work of the chnrncter provided for in the Contract Documents: then CONT'RICTOR shall. promptly immediately atcr becoming aware thereof and before further disturbing conditions affected thereby or performing any Work in connection therewith (except in an emeruema• as Permitted by parnaarh ti._3), notify OWNER and ENGINEER in writing about such condition. CONTRACTOR shall not further disturb such condition, or perform any Work in connection therewith (except as aforesaid) until receipt of written order to do w. 4.2.4. EA-Gl:4E'ER's Rehiew. ENGINEER will pr.'xnptly review the pertinent conditions, determine the necessity of 0%%WER's obtaining additional exploration or tests with respect thereto and advise n\VNER in writing (with a copy to CON'TRAC'MR) of ENGINEER's lindinas and &nelmions. 4.2=: Pnsvible Caruract Doctanentc Change: If hNGINEHR concludes that a change in the Contract Documents is required as a result of a condition that meets one or more of the catcticvics in ptrav?raph 4.2.3, a Work Chance Directive or a Change Order will he issucl as provided in Article It, to rallcct and document the consequences of such charge, 4.2 & P✓Seib(e Price ✓nrl Tinids : h>i)tdnxntc_:. An equitable adjustment in the Contract Price or in tic Contract Times, or both, will be allowed to the extent that the existent of such uncovered of retreaded ecandition causes an increase. or decrease in CONTRACTOR's cost of, or time required for performance oll the Work; subject. however, to the following: 4.2.6.1. such condition must meet soy one or more of the categories described in pamgrnplis 4:2.3,1 through 4.2.3.4, inclusive; 4 16.2. a change in the Contact Documents pursuant to Paragraph 4.2.5 willnot be in automatic uuthorizadion of nor a condition precedent to entitlement to any such adjustment; 4.2 6:3. with respect to Work that is paid for on u Until price basis, any udiustmem in Contract Price will Lie subject to the provisions of Paragraphs 9.10 and 1 1.9: and 4.2.6.4. CONTRACTOR shall not be entitled to any adjustment in the Contract price or Times it; 4.2.6.4.1. CONTRACTOR knew of the existence of such conditions at the time CONTRACTOR made a final commitment to OWNER in respect of Contmct Price and Contract 'Times by the submission of , bid or beeomin; bound under it negotiated conlracr. or 4.2.6,4.2. the existence of such condition could reasonably have been discovered or revealed as a result of any examination invcstigation, exploration, test or study of the site and contiguous arias required by the [adding Kequirenunls or Contract Documents to be conducted by or for CONTRACTOR prior to CUNrLACTOR's making such final commitment; or 4.2.6.4.3. CONI'RAC'OR failed to give the written notice within the time and as required by lxtrdgruph 4.2.3. if O%VNEk Lind CONI'K.ACTOR are unable to agree on cnutlement to or as to the amount or length of any such equitable adjustment in the Contract price or Contract 'Times, a claim may be made therefor as provided in Articles I I and 12. However,OWNER, HNO NFEN and FANGININ'IX, Consultants shall not be liable to CON FRA(;TOR for anv claims, costs, losses or damag�N sustained by COti TRACTOR on or in connection with any other prcojcet or anticipated project. 4.3. PhrsindConrhduns UaelergrourrdFacilities: 4.3.1. Shmur or-hnticated: The information and clan shown or indicated in the Contract Documents with respect to existing Underground .Facilities at or contiguous to the site is hased on informatiom and data. furnished to OWNER or ENGDTFF.R by the owners or Such Ilnderzrountl Facilities or by otheis. Unless it is Otherwise Vxplessly provided in the Supplementary Conditions: 4.3.Ll. OWNER and E'NGINTEM shall net[ be responsible, for the accuracy or completenem of any such information or data: and 4.3.1.2, The cast of all of the following will be included in doe Contact price and CONTRAC7012 shall have full responsibility, fort (i) reviewing anti checking all such infomiation :end data. (ii) locating all Undergotnd Facilities shown tax indicated in the Contract Docunenls,(iii) coordination of the Work with the owners of such Underground Facilities during construction- and (iv)the Safety and protection of ill[ such Underground Facilities as provided in peragraphri.20 and repairing any damage thereto resulting from the Work. 4.3.2. Afar Slwari ur• Gubcaled•. if an Underground Facility is uncuvercd or revealed at Lit comiguousto the site which was not shown or indicated in the Cuntrlct Documents. CUNl'K,A(`_TOR shall. promptly immedimeh• alter becominL aware thereof and before further disturbing conditions affected thereby or performing any Work in comuxtion therewith (except in an emerganLy as required by paragraph 6.23). identify the otener of such Underground Facility and FJ(')COh',N'ER.tL (:ONI.N'nJt+l' 191 tax (1770 EditiaU WI Cl'IY Oh PORT COLLINS tat VDIPICAl IONS (KEN' 1/2011111 give written notice to that owner and to OW NFR and G\GLybIiR ENWIIN -rR will promptly review the. Underground Facility and determine the extent, if ;my, to which a change is required in the Contract Documents to reflect itnd document the consequences of the existence of the IJnder'round Facility. If CnTGrNMER concludes Ihat a c:han-e in the Contract Dmiar ents is required. a Work Change Directiveora Change order will be issued as provided in Article I(I to reflect and document such consequences. During such time, CONTfet\CroR shall be responsible for the safety and protection of such Underground Facility as nW ded in paragraph b,_u _ CONTRACTOR shall may be allowed an increase in the Contract Prix or nn esnorvaon of the Contract Times, or both, to the extent that they arc attributable to the exi:aemce of any Underground Facility that was not shown or indicted in the Contract .Documents and that CON'TPACTOK did not know of and could not reasomthly have been "� pected to he aware of or to have anticipated. If OIVNFR and CONTRACTOR are unable to agar on entitlement to or the amount or Icry, h of any such adjustment in Contract Price or Contract Times, CONTRACTOR may make a claim therefor as pxovidcd in Articles I I and 12. Howvever, 01AWM- ; RNGMTF'F.R and F•NG NF,'F.R'x Consultants shall not he liable to CONTRACTOR for any claims, casts, losses or danmges incurred or sustained by CONTRACTOR on or in connection i6th any other project or anticipated project. Reference Points: 4.4_ OWNP.R shall provide engineering surveys to establishreference points for construction which in CNGENEER's jWgincnt are necessnry to enable CONTRACTOR it) Ili occed - with the Work. C0\7[L\CTOR shall be resputtsible for laying out the WorL shall prcuct and preserve the established reference prints and stall make no changes or relocations without the prior written approval of OWNER CONTRACTOR :hall report to ENGINUR whenever any reference point is lost or destroyed or requires relocation because of ncccs.-try changes in grades or locations, and shall he responsible for the accurate replacement or relocation of such reference points by proressionally qualified personnel. 4S. Asbestos, P Br. Petroleum Ilawrdous Matte or Radioactive ,1laterial: 4.5.1. OWNER shall be responsible for any Asestas. F'CB.s. petrulrum, Hazardous Waste. or Radioactive Material uncovered or revealed at the site which was not shown or indicated in Drawings or Spxcitications or identified in the. Contract Documents to he within the scope of the Wurk Lind which may present it substantial danger to persons ur property Cxposed thereto in connection wide the Wotk at the site. OIVNGR shall not ba responsible for any such materials brought to the site by CONTRACTOR, Subcontractors Suppliers or anyone else for whom CON TR.AC'.TOR is re_sponsihhe. F6t2shalf-immedintaly-(?stop all WL�rkin�;unnestian-wick-sash-ha"r:trdeussotulitirmand in-nny-ur�nt-ttk%send-th<-(rasrpt-in-ant-rnt<•reutwv as--requirerl--by-p��^� *�=>•1-ytt[I-�i)a+Wik} 914?iER-and-t:16; Fti 66R-:ttrt�t-t#ter�vlirr-.ax+l inn ash-nCrlee-In-curl ln'•).—(;rW iv F:R--shall-prcmtptly. consult-with-ENGMi ER•conccmin_ the netessitr-ftm U11-i`ER to-rzinio-n-quafi6ed-exert-to-evulume sush ke r[llEki4-eeMNitFiE_a._ci_svncierrt'f.ltt�a aE11Wk-It-Fart- CrWMAGWR-shall-riot be rcyuircd to resume-Wurk ;xr tuwnzstit+r+w iFh-s�tlrka'rfrrflausc-enlisien-t,F-i rr any sash-uffeeted-arse-until-after-4WtiER-hags- binin%I anwregu fired -perm iLs • related -thereto •and -del iverzd-to CCt� d�f�>�ThrCt�peeial-uritt�s-outfit,.; Fr}spe:iit}grog that:such-a,nditis nfmn�alfectei-area-isor-has-1,aen rztnierrd--whet--Ics-tlx-rrsumpthm-oF-l�etrk-max Fii}spe ifyirw- any special-een liticxts urtder-what such �LiNI�--nlav-lk'-F25kt}Ae<i :,afeiv--if--F}i�iif��c-RfR! ('rd?:Ff&lE=T"a--.�.. •-�,�.t��� --�t�,z�,titkntent-ta-ur the-ante,unt-eF-rvieru-a�an-adjsrante rx-i F-sny:-in Centrtwt-fhtcr< -t xttraot=Tim es-as-a-resulk of such �1'ark-uappa�e-err-welt-spesialc-andttiensunder-whish \4<tole-is-agent-Ex-F4?:ti'1'l2—FC�{2-ta,-:�z--;e,anted,, eitltrFpam-may-heal:.. ^ •.-a.a.,,.-•�eretor-as-provided- n .Artiek4-l4-and +1�3-4 (-nRar-re.:aipt-sf-ash-spevinl-writrzn-nerisz CONT.R:\(TOR--dtxs m)t-aerea to resume such -work. txeyed-on-a-reas<xtnblrlrli<f it-is-urtyefe-or-skts-ergo. agree-fixer-revrntr-sucte-l4erlrundur-suck-rlxrtiat conditions, -then-6)31;'Ll R-maw-:xdzr-such-1\�pion-:,f tot- N'M--that-is-in- annretisn-witMsu h-kn't�rilws �t,ro.liti<xrar�rr-soh-afl'zeted-sera-telK�kktrr�frarn du -FL' -ark: 1[=411k?1F:R-and C(-?:tif-1�:\(�FAR-cnnhsv agree ns to entidemen t-toor--the mnounr w-extent of an :hljustmenk-if tr irrC�xtrreet-ii eeof Gantm 4-inns ns-a-rzskrlt-<>E=daMting-su:�i-pEatii;rraFthe-N4ark-rlxw zither-perm-entry-makr•aclaim•therzfixcits provided -in :irtrt:les-f-! find I ,. `ter—�.'+^�."�-.:ar:-h we 46eh-deletzd P'rtion-of-thz-Wort:-pzt#ixntzd�l,v_O W1IER's-own forces or others innccordanca with -Article -7; etterit-lxrn+ttzd iry Lews art<I RrgulatiolL�-t�\\•NFR-siml{-mdemni ty-nod-Feld hnrmka;---00Nt TR-.AgFOR.---Subcontractors. 1311'r FEIR ^.�:(1-.n'-n's---Gonculiants indd the ofEicera'— du zytors—zm ployeds.—ugenis—other eonsv(tans-mad-subwnlrretor t,f-each-and-uny-of them- from-aril-acairct-a Il -c laimsr ctislv--lasses-an:l damages-nrisi»g-out-of-ex-result u>-from-such kaarrltws�t+r>rlitiurr-, pray-idetWtxk-f*)"r+nystxltvlaixt: cecstTh�a+-or--damage is-altnbutabde-to•bodily--injure'. sial:nrv:-<b Sr:tso-eF<katlk. nr-teinjury-a�t.r-al.:suuaie>n aF-tnrtgibl�priefxrtti-E.4ker�lran-tlx U'erl:-itszl[� inc lud fire --I ho -dos+-of-use-result ine-theretiurtr-:end (ii)auolhint-.in•the-subpHmt;rHph-4.5.4-shall obligate (:)WNER-tot-imlemnifvany-IYrstm or- entity, front -and uttairtsk-Utee-senszquanc�s-aHFhaF-perstrrts-er-anti tv's usr'nrrr�li�ernr: The Fr< - si as of Fr r �trpksT-a-1 i xre rat-irtternk<#-ter-apply-ter :ashra<�-F�l3.-Flztreletrnr liti�tdtxts-Waete�cr-Radicect five-A-lak rial-uneavtsed or-rattivlyd-nt-da<�,itr lycuc cratJt.v. ocean n o, m v) w-3 O tFvv etwim i tr%it'll" Oh I'Un'r (.VLLI:S \1rJU1FIC.•� HDNS IItL•\'•b?Ulan ARTICLE S -DONDS AND INSUTRUNC : Perforrnanee. Pgrnnent aridOtherBonds. 5.1. COYfRACTOR shall furnish Performance and Payment Bcnxk, each art an maount at least equal to the Contract Price as security for the laithful performance and payrnem of all CO:`flIRA(:fOR's obligations under the Contract Documents. These bonds shag -I remain in effect at least until one year after the date when Carol payment becomes clue, except as provided otherwise by Lnws or Regulations or be the Contract Documents. C ONTRAC MR shall nlso lumish such. other Renck at are required by the Supplementary Conditions. :\II Ponds shall be in the lean prescribed by the Contract Documents except as provided otherwise by Laws or Regulations and shall be oxecuted by such sureties as are named in the current list of 'Companies Holding Certificates of Authority as Acceptable SurcdLs on Federal Bonds and is Aceeptnhle Reinsuring Companies' as published in Circular 5711 (amended) by die Audit Stall, Bureau of Government F'irimoal Operations, U.S. Treasun Ocpartment. All Bonds sigried by an agent most be accompanizd by a certified copy of such agent's authctrity to act 5 2 IC the surety on any L\onsd furnished by COi\9RAC 1'C)R is declared a bankrupt or Ixcomct insolvent or its right u i do business is terminated in any state where any part of the t'rojeet is located or it ceases to meat the requirements of paragraph 5.1, CONTRACTOR. shall within ten days therealler substitute another Bond and surety, hoth of which must he acxeptabie to O\\'TdER. 5.3. Licensed .Sureiirs and Insure .- CCeHificutes of Insurance: 5.3.1. All Bonds andinsuran ee requretl by de Contact Dtcmnentt to be purcheued and mninmined by O\\ 'ER m CONURACTOR shall be obtained t om suety or inauance companies that are duly licensed or authorized in the jurisdiction in which de Project is located to issue Bonds or insurance policies for the limits and coverages so required Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided in the Supplemcntary Conditorm 5.3.2. CONTRACTOR shall deliver to OWNER - with copies to each additiened insured identified art the Supplementary Conditioms, certificates of insurance (and other evidence of insurance requested by O\b'NrER or any. other additional insured) which COYFfL-\CTOR is required to purdiise and maintain in accoxdtmce with IxtmgTaph S.4. CAVNER-shall dzkvzr-tN-t:;Et, i1:l�AcTtrR-+with-M�pizs-to--zash additions I-insured-idcnti lied -in •• the -Supplementary t;unditiuns-:.tnifrcmzs--<rf-grosses n,..�-{unl-ether evidence-<+C-iresuntrtee-r<yacstecl bq-'��-FI�C'-'f-4?R er-arry-alszr-oldie ietml-im-uredi-wkte}rct:lili-rr fequue4tupuwhaaettrxl-tnaimairr-itrac<crf4xtt>e�tvith pamgmphs�war>, =-7-hareaf= COATRACTON'.c Llnhilrrr Insurance: 5.4. C'ONTRAC"fOR shall purchasw and maintain such liability and other insurance as is apprbpriate for the Work. being perforated and furnished and aswill provide protection from claims set forth below which may arise out of or react Inmr CONTRA(`TOWs performance and furnishing of the 11'cvk and CONTRACTOR's tither obligations tinder the Contract Documents whether it is to be performed or firnished by CONTRACTOR, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to pertornr or furnish any of the Work. or by un'vnc far whose acts any of them may he liable: SA. I. claims under worker., companstion disability henefits and other similar ewplovly benefit acts: ?.A?. claims for d-mmigcs hecause of hcdily injury: occupational sickness or disease. or death of CONrl'RAC'rOR's employees; 5.4.3, claims for damages because of hafily inlun•_ sickness or disease, or death of any person other than CONTRACTOR's employees; :4:-3.-clot uns-for-tkt m ages-vtwreil-by-cvstan my prrxx+a!-injury-liabilito-¢average-wim'h-ate iunluitei Fr}liy-any-{xRtx+-na F1 !esuft- f-�nor-ditavrtly--tx internefly-rrlatrrEta-ehr-rmplvymem-�i(�tatc h-pxsext-hy C<:LV'1't:e>,(=t'E?R-E,r-tit}Etv-arty-�-•tfh F-prr�n-ti+r-nn>< othertea%mvz 5,4.5- claims I'or damagc:t other than to the Work itself bemuse of injury to Or destruction of tangible property wherever located, including loss of use resulting therefrom: and 5.4.6. claims fix damages hawse of bodile injury or death of any person or property dmmige nrising out of the ownership, maintenance or use of env motor vehicle. The policies of insurance ai required by this paragraph 5.4 to be purchased and maintained shall: 5.4.7, with respect to insurance required by parrtzaphs 5.4.3 through 5.4.6 inclusive ant j.A.'a, include cis additional insureds (,subject to any customary exclusion in respect of professional. liability), OWNER. ENUINEER. ENU NEER's Consultants and any other persons orcmities identified in the Supplementan• Conditiom all of whom shall be listed as additioml insureds, and include coverage for the respective officers and employees of all such additional insureds: 5.4:5. mclude the specific coverages and be written for not less than the limits of liability provided in the Supplementary Conditions or required by Laws or Regulation, whichever is greater, iA 7. include completed Operations insurnnce: LlcDctih.'ivbx:lL co.m H'noU Ivtu-s Uwo Eeitimi wI a'tY of FORT tutu N'; .\IODllgCt nC)Ns tetro.uzniun 5.4-10. include contrretunl liability insurance. covering CONTRACTOR's indemnity oblitn tiors undorparagraphs6.116.16and6.31 throughti.33i 5.4.11, contain a provision or endorsement that the coverage afforded will not be cancelled. malerialh• charreed or renewal refused until at least thin, day:s prior written notice has been given to OR-NGR and C-ONTRACI'OR and to each oUuer additional insured identified in the Supplementary Conditionsto whom a. certificate of insurance has been issued (and the certificates of insurance furnished by the CONrRACfOR pursuant to pam6piph5.1' will w provide): 5.4.12. remain in effect al least until final payment and at all times dtcreafter when CONTRACTOR. may be coaectin6. remacing eN replacing ek/ecin-e Wort: in accordance with paragraph 13. 1 and 5.4.13, with respect to completed opemnons insurance, and anv insurance coverage written tin a claims -made hasi'l remain in effect llr at least two years n1kr final payment (nd CONTRACTOR shall finish OIVN-..R and each other additional insured identified in the Supplementary Conditions to whom a certificate of insurmcc [atS hcen issued evidence sttisfactwv to OCVNER and .any such additional insured of continuation of such insurance at final payment and one year thereafter). O@NER'i Liobiliry fncurnnce: 5_i. In addition to insurance rcyuired to be provided I'T CCNTiLWTOR under Ixongraplr 5.4, OtVNM at CAVNFER's option, stay purS.cm and maintain at ClV-NLR's expense OWN_R's own liability insurance as will protect O1V1rGR against claims which may arise from operations unckr the Contract Documents. Nopem, in.+umnee: -56.-•UnIe.%.tXhertvix-pawidcrf-in-the-Supplymentary- Ccaxlitr<ns,-CIVNieR-shall-puraluase-and-maintain fxo�eriy-iitsnramruprm-mrN'ixkut-thrsitr-irrUir-amount ol'-Ute-fu II-raplocrttirnt-utxt-tliereol-(aanblechtit-stK h rleduetiblr--amotacos-as-mov_.bo -provided---in--the Supplementary-(:ornlilions-or-required-bv-6a W s-and Rrgulntions).-Thisinstunnce•shnlh 5.6. I —include— the —interests —of— OWNER; ern r�w^rn^rn r.-r n� 6rtiEil;aEEL R's-Cssw liant�arxl-e toy-<41x�-arsons-er era hies-itlentit ird-in-the-Suppkmrntarv-6onilitions; each -of -whom -is deemed to havran-instrable-imarest and s}rall,Mlisied'us arinsared or additiomil•insuredt :6: =-•be-write¢¢-ant-a-k3uiider's-Rnk-al I-risk=or elx`n-i'rriE'er-';ptvsixl-tsatcres-vf-loss-pu6crf xm--Ehat sha4l-at-kast-4rtc4ude-attiz renege f x phvs a r{ l art damage -to thrWnsk-tempoxttry-hriklirt✓+. fiflsewe k- aatd-F4erk-in-transit-mad-shal4-truant-ate ir�at-IcesF the-falkawiag-perils=t ire --I ightrtit>Q--z_�ndrot