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357129 NARANJO CIVIL CONSTRUCTORS INC - CONTRACT - BID - 6062 LEMAY RIGHT TURN LANE AT MULBERRY 31218
CONTRACT DOCUMENTS SPECIFICATIONS for Lemay Avenue Right Turn Lane At Mulberry Street Bid No. 6062 PURCHASING DIVISION 215 NORTH MASON STREET, 2nd FLOOR, FORT COLLINS Bid Opening: SEPTEMBER 13, 2007 — 3:00 (OUR CLOCK) The Contract Documents and Construction Drawings may be examined online at: .—. 1. City of Fort Collins BuySpeed:_htttps://secure2.fcgov.com/bso/login.jsp 2. Mercury-LDO Reprographics: www.mercury-ldo.com Copies of the Contract Documents, complete with Construction Specifications and Drawings, may be viewed and purchased at: 1. Mercury LDO Reprograhics: • FORT COLLINS: 422 S. Link Lane, Ft. Collins, CO 80524 Ph: 970-484-1201, Fax: 970-221-0404 4� • ENGLEWOOD: 9632 E. Arapahoe, Englewood, CO. 80112 Ph: 303-790-7169, Fax: 303-792-2936 �+ • DENVER: 860 Bryant Street, Denver, CO. 80204 Ph: 303-893-8701, Fax: 303-893-0617 y • COLORADO SPRINGS:11 E Las Vegas, Colorado Springs, CO. 80903 r' Ph: 719-231-8121, Fax: 719-633-5710 ._. • LODO: 1660 Wynkoop Ste. 130, Denver, CO. 80202 Ph: 303-785-2520, Fax: 303-785-2522 • BOULDER: 2575 Pearl St. Unit C., Boulder, CO. 80302 r-. Ph: 303-539-1350, Fax: 303-539-1356 2. Builders Exchange, 223 South Link Lane, Fort Collins, Colorado. V l� lr ti 07/2001 Section 00020 Page 2 Ic 0 H d j F TABLE OF C01,TFENTS OF GTNERAL CONDITIONS N,,, Anwi, n, Hn,.nWh Number N=Inr & I uIc Ills, Numhcr DEFIN'l N DNS- .1 2 PRELIMINARY MATTERS. 1 Addend L . . .......... ..... ... .( IcRnn.,v.tn,RL% I Amanftwona_ ppliinn 1 7 (C:npr., �nn,nfCoo"o. 1.G Albn.s. I 'lima; NMI', In lt.,d IS bid ....... .............. ......... ............... I I Sinning the Work 3 16 [lidding D,...nnu., .......... ........... ....1 '.fi.17 Itclor, Sinning 7 Ridding K"Inne."m . ..... . I CON rTW"IOR', R,,,n,,bil,,., 18 Bind.. .... .......... .. .. ... ............ .. .. a,R,cntPr,Iilumln, SeheWlx I l, Chnnn� Ord,, - - -- ........... - ............. I 1XII, ,W�rnfi.ml of I'lo Xi,,.nncn. I..,.,ncc I'll C,Run,o Price_..._ ......................... .... .. 4 1.11 (,.Und TRRI, . .... tl 19 Inmall, Aa,p,bk Schedule,___....) 13 C6N-M4CTOR., ............ I 1.IJ kf ct.......... ...... ..............1 3CONITRACT Mrl-�E\TS INTENT. I 1i D,.ninp, I AMENDING. RIMSE. 4 Lin Hff=,,, Oin, oflh, At,r,�Rlm. 1 3, 1 �3,2 In W 1 L 4 1 17 ENGINF.F.k..............__...__.........,,_„I 3.3 R�6,nnlcr1. Smdin-d, ..d SN.i 18 C.Rll;lnl . ...... I fi.ni. .11 �.,Ran,, I,l 9 Fild I l4opondin, Rind 2,,.1,ing Fi.,. 1 20 1-1-1 11 1 ........ 6 . ...... .................... ---- --- L11 H .... d. Inl.L of Gcnain I IT1111 I I.,nis.nd Adyn,,t_ ................. ... ' K,Uliaion . . .. ........... . ............. ,2 ?,y Amending Cm, w IXwune.I, 5 I La.1 .......... .... ......._..._2 3.6 Suppl,.eRnng (Anlrx,l 1.11 Licns.................._...,......._........._...... ........... ...... ...... 1.24 ........................ ............. . 37 Rln� 4T�,um,n% . ....... 1 2� NmiunfAlnaid 1 26 Now, ,, 11,,.d 2 J. AVAII.Alill.) D OFLANUS, 1.77 OWNH R 2 SUBSUREACEA-13) PHI Sl(:.Al, IQNDI I IONS. P,nn.1 1316,Rd . ........... ............ RITERUNCE MINTS_ ........ . . ........... _ .. i 1,29 PCB, _ ...... ... ... ............... ... 2 4A A,.il.bilitl < f Lands . ,,,,_,...,.._.`al 1 31r Pcu.k,ur ... .. .. .... . .... . 7 4�2 Su",, fa, and [A,,1R,.,I Itimi,cl 2 C.ndinnll, t, 132a RnJi+uul in n 1 .. ....... 4,11 RP,., nd In mng............. K,nnl., H.,,, ... .. - .... .... . . 4 Rdnin,,, I, C.)NTKAC- R,nih-nl Jt,,jm, R ........ inn . ........ .. TOR A.dnni,d, I rchniod 1,14 [m . . ...... .... ...... ... .. .......... ... 6 13> Sh, Dill, ing, ........ 4 Noli. f Pdffe,img liuIrt.. 136 SI.if.tiot ........ .......... 1In-li.1 Condfil,nns t, 1 3] sulv."u-na., .... -- 4,-- 4 W,1:F.R', R,,,,_ .. .. .... ........ 1.3Y S.hslndnal (7mnlploicnl ..... .... ........ 4' - lldimle Cnntnicn 1.3v CII.diLi .1 . . .... .... _ ' chxuq;e _ ......... ....... .. I Ap S,,Ii . . .... .............. _,_ . .. ........ iCti K,.ibi, Prx, ..J I i.n,, 141 Und,,gi,,n ... l F.cil ... I __.-,..z Adinst c.I; ... n-7 IA] Irl1fl Ill. kIln4.............. ...... 3 43 Phyll'.1 1.43 W.1 1 Fiu,iliu . . ........... 7 I J-1 \V,,k (:h.ng, Imrow, 43 1 Shonri nr I.d,.t,d 7 IA: A\611,n Annc.dnuinv--.- 4,3 Not Shnnn ,r Indi,,.wd 7 44 R&,eRc, Pnnn, . ........... ....... ....... 7 ExWtUARB CX)NIPH ICI\% I Y1,14 I 1"t, 4D) I il),Nl —0 fvC*7i OR I fl)LUNS Anicic.I hOgrxph Ng, Num Mr.Y'I illy Num, c, i3 Ashesutx JN BI_ Prlrukluu, I lxmrdom 1I nr R.Td"Vencr Material 7-S ..................... 5. BONOS AND INWHANY:E ................................. F 5.7-5= Pcricrmana. Pa.ment and Otha L4mck,....__... �_.-... �........__......._... h __ Liuwsmd Surclics and Inaurcru: C'nlriauE, of Insurana................... f Sa l:OtiI R AM OR', I.tahiltn' I naurancc 9 5= Olt: EK'91,inbiht; lnamncc,,.. � 6 Pn,peny lrtsurane ..... _.... ......... .. Y-10 1.7 Thnla and Afacihinrq . Addi. tiooal Prowtp lnaurnna ....._. In S,N \mica of C"IIc,llau. ITrnSsinn III 39 CONTRACTOR', kaslxmsibility in I> uaihle Amnunrx .................... lu in (nher Spa::inl Inwnxnc.. ..................In 5_I I W j", of Riiuht. I I Rcucmt :uul AF pl umof Imm�tmr Ralard ................ hill 5.14 .,cccptnnar aC Etvttl and fins. - II Option to NnP :m. .............. SU Pxrtlul Ulilimlim--Ihupam I nxuruncc........................................ 11 6 COMRACI OR'S RENIA)I SIHll.11'IF:S II F Ifi: Supervixinn and SuperinLmA, m:r I 6_ 1, i Lah., \1.uer1x11 and HIII mem _ I1-12 6.6 Sch,d 1. .........,._. _. 12 63 Suhctlwtrz and'Oofiyuxl' lterns, CO\lRACTOR'a E.Nj xe• Subslilutc C. waist ivM2111(aix,, P,m,du, a: ENGIIJI'1:It's liralumhm.._.._...., 1'-13 6,9t,11 Clunuming Subcunuaetors. Supplias and Othem Ikuiccr ui Ilium ............... I] -la 612 Plncm Fac:md kopaldcx_...... ...... ..... 14 d.19 Pcrmite..... _........ ......._....._......._. li Mi l4 I.." and KccuL tiros .............. 14 6,15 lases ......... _.............. _ ..... .....cn 14.11 6.I6 Vx of Remiss l __._..... _...._.. a 15 6I7 Ritc Clanillnrs ... ._ . _. _._._.. __.IS Ii IF Sa(r. StnttturnllmdinE .... ._............. 15 619 RmmdCb.I. ._ ...._I5 6'P 1:Ifcry and Protm IS -It 6.'_I 5 fel, ILpmaet ai I6 Hamrd Crmmuni:nlinn Pn}rnmx..___16 E.,,,neirs ................ ... ....... .... 16 6'4 %q. Crra.ring,: and Sam pleS... _..... _.. 16 Article. Ihracrnph ITge KumMr S'l id, Numlx:r 6"_� Submiuxl f§ocrrJuats; COWJ 7TLACIT OR', lteliea Priut m Shop Dewing a Smnplo !lWuIi nal ..._. _ _...._.. li ._.... I u.76 Sub Umlt 1)rnaving Y Smnp1, lc Subm I, - WIN Reeic,r be I:NGI UR -. 1 -17 0'7 R,,".iblllpxi'I Vu,um,m Fit. C'I lV.w hcKam Cnb 17 6'8 Relatni Rork Pr,[ a.,d Pno: In HNGINHIXK K,i,.,nd Approval of Kequircd Sul tIawl>_....... ............... 17 i29 Ctmtinuing Ihr 4l'ark _...._........_... I7 630 C DNTRAC'IORYGenrrxl 11'nrranre mId C..., lnrc...,... _. _..17 1 i1-h i ntmn licafimt_..__J7-IK 634 S...... I of OWi,.ti.ans IS 7, OTHER 1XoRK _.. _.. _. .....__._.II, 7I-7.9 Roal"I W11, al Sitr,_.. _....,.._._. 18 74 C•andlnatiott........ IN F. OWNER'S RESPORSIRILITIFS._.... . _........ ...... I ti s.l C.tlmunirntinnstnCOp'- TR.ACTOR ..... ................... Ia S.. RePluceme.t of ENGINEER _IF R 3 F.,, imh lima nndPa, lhomptk 1Nhvn Dua ............. _ 1N 94 nd R"'............. Lands aF+w:ne:nts, RCponx and Tcua ............................_.J F-lY b'.> Insurance._._ ........ ............. fi.6 lhunur Ortb. s....... .. It, F] Inalxclionx. T'", and :\pprrn a Ix ................................... 19 a'.9 &op ut Su,,,cnd tl ,,k. 'terminate CONTRA( -I 01R s S.rvica.._... ... ....... .........19 - E9 Luuua lcnam CA\:NER'i k sp sibililics. ......19 81t1 Axtrstcx P:&:, Pcunlcmn. ea,xrdava ll-axte. Kndioacticc :.lnmrial 19 fill F.viJenre of Financul __.19 9. b\r;l\rfi6P'S STATUS DU RING CQNSTRIJCTIO'` .__......_ .._..._....... 19 YI OWN 6 Rv It,,scnl tic IS n: Wnlen Ke.erenlmh'a 1'.1 '_I .. elm i6extions xnd lnlrrpte. Munn, ......................................... 0 AuI. imJ V,oun.sl n"l k_I Lt. II I:CfiL ,U. Ci-NnnlC'N•il 1-111Y-E11111O' arCIII (N IURT CCUJVK AWOIFICAT I ONS Ild % 111b N FT I F N I E Arzicic nr I'nnpnph 14ec Amdc ar I:xra_nph Itae Numher S Title Numhcr Rum M'Y1'.1, Numher 06 I:aien7,D fa 1 Wu6 J 13.8-13.) Uh ....mp Rtxk at FNGI- n 7-9.9 Shop I inns. Chxnpe Urd,ra XCER's Reyuca................... ..'_7-fix and Pmmcnts...__............................. 21 13.10 OM"ER May Stag the Wul; ..,29 u to IJrtttminaJo+s for I roil Price 31-^_2 13,11 Crnmallm oe ke ha'.l n1 9.11 9.11 1 on Dial ut ,.F ( I 1)el"ta "al, - S NLEA s hrulml I rrp « _ - - 13.0 (.m dim Per d _ R 9.13 Luniwuens'm rNOINGLRs 13.13 A,,pram., afD.rlucrnc Wark ...... Authoaiy'and Respnnsihilitieg—�—� 13.14 Ol1TTIi IvO+p C<+rrrctD Jcuve CHAN( FS IN'I'HE: MWK , ,.._,7.3 1U.1 MNPhs(ld a Chap + 14. 70_' Claim tx dj arm m ,. _. 10.3 Work No R"'h"'I hp Cmaam DccumcnU ............................... 104 Chnnpe Order' _...._.... = 1� 5 Ouli.6ah of Surcic (TIAN61:01CON'TRAM URIC[ 2 11J-I I 1 Cnntracl Yricc. Claim lix Adjtutmmt: Value of Inc U ak - 1IA Cmi of the 1Aark_ 4 1 11,5 Fadua nn n Exit arthe R +k , ....'j I1 A CON I RACl OR'I Fm_ I l.i Clot Records ., I LE Cosh All ., ,c _ ?b I I o Ow Pr ce O xk .._. ..'6 CHANGE OF COIMT ACT TI7u7IES... ....... ..... .... ....... ...'.6 11.I Claim far Adiman[m,- .,. ?6 121 Time of the E .._''6 12:3 Ddo)s Lk d (OATkAC70h Con"al '26-'_7 1'_4 Delmo BeynW Okk''F..R's ad CONTRAC-1 OR's Conaal ' I LSTS AND INSPLCI IONS: CORRECI JUN RF\10\ LOA ACCF.PI',AN(.H'OF DO-TC771T WOItA.._......_._............................._._27 13.1 Nark, oft efa.__....._.................... 27 1z2 Access to lh, N%bA.. _.... 27 ...-_. L.3 I'..,ad 1.,p.iahc CO\TRACTVRs rLo,mi...... ..... 27 13 i OWN Lh Acr!*xlsd+ilit ca. I ndcp�.d+mt Tzslinp LobSmron'37 13.5 CTTRAC'TOP•, Responsibilitin _...... _.___..........17 13 ,-13 7 Cnvcrin. Work Prim to Inspco ELM. Teainp u Approval_ ............... 27 I'AYMIKlS 1000N'MA( IOf AND COMPI IA ON _ . 29 la.l Schnlnlc of\'aloe.........._....._......=J li 2 Application for ft,r Kwna,m ......_........_....._'_9 14 1 CON1 RACI'OR" kv" nntn of Title o 144-14,7 Re'iem of Applicntimsia P.....ress Y:nmmrls_..._........ .. ""9-ffiI 14.8-149 Subctumiul Cunplctim_.._..._..._.. 3o 14,I1) Rartial Ulihm. ... 30 31 14,11 final lnsp rat al +i 14,1^_ Fioa1 Apph ratan Ira I apmcn} . 31 14,1?-14.14 Final F:nm,m and Aecepmn ._ ..... 31 14.IS \ .w. of Claims........... l: Sl1SPGNSION OF WORT: AND IF:Rhtl'ATIO!.'............................ _.._......._.... 3' 15.1 OW \71Z M,a, Su>E+rtnJ IN ... 31 [ t 15,7.1_ A (\4'\'lil" Mag lhrminatc 32 I5.5 COATiLAl7TOR AMj Sty+ W'' A' u 7 nl lia.h,.. •" ,- lu DISMTF,RF,SOIJT10:J.... _............................ 33 17- MISC9I A41(Hh IJI Oh mg Nonce ..... .3.3 173 Nuiev a Cham_................._........ 3 174 7wnulntive Rcmcd.e' .3.i 77.5 ProlcssinnolRxs m+d Cowt Cmts lncludod 33 17.6 Appli.blc St t l s _... i 4 Int,ndmalll Idtplunk, _ ...35 EXHIBIT GC-:\'. (OMimalj Dispute Rcmlmian Apmemtnt. ........... G(;-AI o,I-]a" Arhhmtion _....... 0('-AI I6.7 Ml Jvatiort.,.._............._,_...,,_OC-.Al ISJL'11.: (l[y1](ALIVyUlil0:.51�1•�a 11 War LV11'li)Ni xl (l1V p'FONi COLIJ>I`: MUOIFI(:A 11CA51NfiP •)'Y11 TMEXTO GENTRAT. COM-)Tn(,)NS Ole of Pon Col lips mMiftwtiolv, tot the General Cc,ndlion., nr the Cfn,,n,i,loft Coi ne, not shoat to in,, nd,,, .. to.ph Numbs ;lcccpinncr or_ Bond, and I.,tinunce 14 .... ......... /11MI, Work ............................ III 4j, 139. 1 1, final loovtient .9 12 1411 insurance . .... . .. .... i14 Miri iN of k, in CO', FRACTOR Suhxtimtev end 'Or-loItial' Imm 7.1 Welt ,r C IiklT-,T .. .. ...... ..... ........... .q GiD 1; 3 4 A.ta to the-- Lond, OWNER toid(N)NI RACIOR nxPcnsibiliti. ....... ..... ....... ....... silt, telawd III, olk T' Work , .. ........ ......... ...... 1 13,14, 14 1) Act, n, Chn mij ....... A., and Chumion, COM R AC' I OR 9 1, $1 I i % I I N F. F , k .6211,Y,133 derinit ... _0 G. 1.10,019), J ,Vldfucinlo Mo[,mg In ... ...... v) ............. ... i 7 Cont,od fit. or C.lit'll, rine". 1 5, 3 1. 4i 1. 432. 4 5, Z. 149. IN) prrrgrcss , .. ... .. .. . ..... . .. 0 61 A,,inero-- dcr III., 'All-["' ffi,urnn,, poliq flit. ... ...... ........ 5,u2 Alk.itriers, Ctsh .........IIN Arn,ridin, 7,,nI,uO Declirne,.Ls .... .iamiroditent. W,ltwo_ in I It, la 3,5. 5. 111, S.C. 16,2 1; &2. 1; hl, if' I. 1114, IL'_ 311, 1 1 11 2. 1., 7 Ap,ieiil, Oik_,T.R I. �a OT'RAC I T 1 0 1 It . til'ot to 111. V. 11, 11) 4. 16. '. Ki Ap"I'l,lation nor ilhyio'nl di,fifi,m. of 1.1 RNMNEER, I iton,"bilit" ..9.9 ........ ........ lint] Pawn m, 9,13 4 it I, 5, 14 12-14 1S in Fc.erfll 1S. '.11. f, 4. J, Iq I i5 pftw— M),ncnI ...... .... ... ........... If Aflotmawl o Aslrsmx- chot, purxuam thcran...... . ........ 4 4 CU\MiA(171 QR,nithort.d tttep W 4 - i,2 definition of �. ., , ........... .... - . _.I.4 Amid, o, RLIe'llitill Nueibc, OWNER r<spnnsahilin the 1, 8 )o 4 a ' Ain] ... Ized Viariawn, to il""k f. 677, 9,i Aloij.11,11111 of Lned, 4 j, , 4 A..Id. Noil,, or.-J,firiel liefir, Storting ... ........... ... Hid de .... III el_ - I i (1 1, 1 111, 23, 3 3, bidding of A c(f8,2) B'dant, It"'i,iniont,ildina,en of 1, 1. 4,- 6,-) V�oei f.uptittloot" . .. .... . ........ .. .. . 14 additional Kind 11,4i9 Cm of the Wort, I L� 4 d4tilim Ill. of final Appliation In, Il."til cat. 14,1' 14J4 peneztl .. ... ............. ......... 5,1-� 3. 5,13, 1' U. 10A 14.J6 PtIT111111 tied lint riond, and I Bifildi, , risk fool:_ Cancellation 14ovixi.me.Insurance 4.11, ' i.s, I " i Cash Al lit.n.,, . ........ . ....... .. .. I LN Cerlifietair ofSebettinloll 14 6 Calf fiel,e, of ln,.U� . ....... 11a. 14 12 re,ifienl, of I,,o,,n,, 17. il i 4 It. 5 4 I_;, J.K. 14,1,-,13 4, N 12 Chistig" in rowil'i pr'u-- Cit,h Allo, .. nio,, ,Ni. to, Price lid',eisnent, 4.1, 4.16G 4.i. il i. 6 K,2, 9.4 l, " I I, It, �� III.,, I I. _ I I� 131, 13 14, 147, fi :I. I ., CONTRACTOR', fcc I I C, Con of the ikerl, .11 4.11 7 E,J.,ion. I,_ .... .... _..I I .i C,w Reenid, 11 7 it general,,,,,,,,, 1,19, 1 44, 9 11. 11) 4 D4,i 11 Ltnnip Son, JI,,eo4 I 1 3 Nolifi.tion el. . . ....... . ......... III 1,3. 1 T"Iti, and I i ...... .... ,h, IIrt9A GNTIJtd1. COtIl)I IIONy I y III N094,111)[11itNI uv 0 l'YCF t0k I C�1t.lNSl V�A I I ON', Oil N 9 1) H p. m HI-1 p I FJ 0 knit Pricy Wk H,9 article It, Wregnrytn Numhnr vaitic of Work 113 Ch..F, in C...n Tim" - Claim for m. 1, 4.2 6. 4,5. 5.11. t, 8,2, 9 4, 9,5. 011, 10,2. 10.5. 12 1. .13 9. 1 3.13, 13 14, 14.7, 15j, 5_i chha..'M it., limits 11, 1e,.d CON'rRierror, , TZ3 Ud ne-.d OWNER -I ..d 12.4 Ndifi.ti. '<..,tv ............ .............. joi Scope of change_. .. .... .. ...... . Change. 0"le" 13.13, Ah,�;,ditig Cmlmt D.ttttrt,�,l.5t... ... ..... .... ........ �.5 . Ch,th,, d C v.c, P6 . ............ ....... ...... J1 ChIstig, of Contract Times........................._........I: chl"tg" tt th, kl , , CON RACIOW., 1� . ............. 11 6 C,. of LhWA ................. ........ 11.4.11,7 Cm......... . . .......... .......... ..... JL7 d,fihitim of ... .. .. ... ........ . .. , - . ..... ... I.!, .. ........ 62.7 . ...... 95. Ina II_ I'_.1 ........... .......... _ .................... Jo4 Ind .... ............. ... ... 6 12, (M, t 31.633 I ... ONI,'NT,R tt,., 1.M.W ..... ....................._I I 14 OWNEWI ............. .... _ 8 6. 11) 4 Ph,'i,,;d Condition ,-- tc,, and ............ .............................. 4.' U,&tgm.nd Facilities -: .............. _ ....... _4.3 2 R,Ind Dmuments6 ......... .... .... ....... W S,1 Clh..,r. - .1.11. -1. . jo-Z-1114 Sttb,ltua� I ... ...... 6,7.1. 6.1.2 Und 1t tt�Wk ...... . L I Lit ,,In orxv,,tk. wcacd h. .. ... .... ............... - I I "; rh.tt,,, ,, the t4,xk 10 Nwfi.u.ttlt,ro.v -1-1 ... -11 11 -pt5 OlkNER ,and CONTRACTOR, Right to an 'A,utlnf,tfl . .. ...... .. _ .......... lot, ........... Claim CONf RAM OR A it, ENGKI�Fk .. .. .. ...... . .. ... .... . 3' it�t�,t OWNER 11 Ch.,, ni Cmntaet Riu ........ . ..... . ch.'afg, orchur.".1 Imt,, . . .. ... ..... . ........ CWMACI OR'1 4. 7.1- Q4 Q�5, 911. 1 11 IZ 1. 13A 14 9. 15.1 15. 17.3 CON7111 Mj OR", V,, Ilk Number CC)N7R,Arj OR, fi,tilifil) 5 A, 6 1 ty 1(,. 1i 31 Ch. nrthe 1%Wk .... ....... 11 4. 11,5 llispme . ....... ............................... 16, i AP--lrh ........... ..... It, ENGINT-.F.R..,milittl ihl,m,a . ....................... 9-11 Lump S. Pricing 1 Ll, OIVNFRs .............. 11,9 I Z 1. 13,9. 13. 13 3. 13 14. 173 _...,.,..._I4 C.n Costs Included. ....... ....... .17 s Rm f4t,tttl dt,osutI of I I Sttlh,tu.hems.. ............. .. ..... 6 7,1 Tith, r-,%,tt,;mrt Ti., ............ . .. ..... 17.1 c,i ...................... .),rtn.... .......... ..... ........ )l �3 Wainer of��m Final Rcn;, .14,14. 14.15 %Vrck Chrtetq, I)t,.i . ........ ........ 10,' Cht"fit"""" c3 9 11 Cl.,, So, 6A7 .... .. .. ...... .......... .. . ...j.3.3 general 62. o.t, S I Contpi'n".- Fittal A,,li.m.t for N..J_ ....................... J4 12 Final In"'t, I 'tt 14 it Final 1mtcrirood Acccplancc 14.13-14J4 Panful LqiliiIjwm -14.1,j Stiln,tantial C,rhplclion I An 14 X-149 W.n,, of ClumtI 14 1 - C.n ......... I ... I Ttttt .... ........... . .. 17,22.1-17-' 7 C..,,mihc S hcont acwrs S.pph,,r. and Cnht,,,-, ClllticTatwl- ..... ................. .......... . C.,rtnia. EttI, A.Ng.tty. Dm,,Nhm-- CON I RACI OR. kq,trt 25, 3 31.2 Cu ."i., i"E",, mtt,litip b, CON"! RAC i Ok 2 1-7 7 C.s,,.ai,,,, M.chih,,, iyuipment. ene,__-,._,,,,.,•,da Continuing lhe WwL ................................. 6 29. IU 4 cau-n.;Lnumrnts Arftu,diq .... __ ....... __ ............. B.d, u;'KP�"'N' LDMONI 11IN (N [Okl Cash Alln.are.s. I E Article . lant"an, t;.rulnI Chang, of Contract Fl wri .. .. .. ... ...................... I I Ch.on, MCnnvan TavcvI' .......... ........ Chra,;"ar in, IN 1 1.04.10.5 tIre'k and ordf.............. .... 2,5 ...................... ClIvilt.mon, and Jnv,,otaw.,__ , _ ....... 3 6. 94. 1 defiam., If ........ .. ... .... .. . ... . ... h'MiM , HE .x anitirl mor"eat, of INGW.rV tv. tAV'm:k ,e,,,,,rvnra ... ...... . gervoral , le'aNtoll .......................... ........... ........ . .. Intent 3 1-34 falorn variation:. 1.1 1111 WON or',Nat to hrrnrM, dro OWNER'., resp,mihili y to nak, prom ra prvrear, 'IN 1, 144. 14 11 puccJancr.. ........ ......... 1 1- 1 1,i RvIlInd FWL.ClIn ........ ........ ...... R,t",ract, to suanchad, nad S,fl.aiars of I ,,h It ie.1 NI,,,l ... ... ..... aneteRe,anine and R�ollavo DirNep. .... Berea, If 7 StIpplearraipg . .. .... . ................ ... ... ....... . � TrarvinalL. of ENC.flal-'ER , lIndevraera, —, Unit Nit,, Wort 11,9 ,.NrN ions .................. .... ........... . 3 6, 6 ^3, 1; '7 I,,I, in Sir,, I:N(3 INIPWs, C.inael .di.,nneat of .......... ... .. rhaNN, of , _ .. .. . .. ..... Dcei,utn I. rjq,.,, . . ..... ..................... ..... d,fination of _ ......... ............ _ .............. ... Caturnr,l Times-. . .Jj.1raent of,,,,,,,,,_ ......... .. 3,5, 4 1. 41,4. 10 3, 1 chrra, ,( .... . ..... 1-11 4 Corn.tINI.,rat If A d,fivition I( IX 17017R \('TC)R- Ae,,pinvo, of . . ...... . 5 14 Communications..___ ................ 6, 6,,j. - CmLilan, \N Ink, ............. .. .. 6.211, 114 cMadaar,,ar toral 4eh,daha�, t " 2 dcluwi,�, ,f ............ - .... .... ........................ I I I LN.nod P,han. In I Mrateni DaR.1 Audori7ed ...... .. .. 4 41,t, 31, V, wk . I . oul, 15 5 ,,ov,de sita It-. to oth,r., 7 1 13. sa.fo, and Nawlion-- .... 4 3, 1,'. e.16,1 1 S. I i I -623. 7", 13, Sho,, D;;n,q and Sarnpl, Rew, 111. 111 S.11111inal I %up, Work requircromts CONINACME, Arucic or PaTttTaph NUalhol Ccaniptra,aii. . ... ..... .... . ...... _ , Continuing ( lilligalva I ...... . ............... .......... 14 11 D&,m, rkmi, , -r,J, 13.1vis 3 14 Duly loe.111CII0111111V trot, DWI to Change, in the Work tI.,vd b, 63 Dlv.l is ":'elk It 0111,1.1. .......... .................. 73 DAklrp; _ ............ ...... ... 4 2. Dnvxa,ap, in D,.wrvera, -' 1. ', 3 2. a 14 Und ...... ad Far,fliae" not art .... . 4,3 Fiquapnient and Nlachiocrr Report], Cmt of the Wo`k............... ................. . ...... 1] L. t Fet la", — I 1 11 11 4 ; , I I i. 1. 11 1 CencTal Warraniv anti Guartt .. ... ...... . . � -6, Jl.,d c.raurvoroN. ltrmutum . . . ................. A. lod'a'adt.u. . 1;, 12. 1, 11. 13 Irl the Wtlll:, ............. . ..... 7-3, 1 iA Ltd,n, Mawntd, and Fqa,aa,nqL ....... .. .... _63-6.3 1 .,,, and Reg.ltamns, Coppplmoc,I, I, I 14A Ltramin, Irr,.nn. - v I Nvai,, of invent to Al,eal_ 104 Ibfi,aum to p.f,., and compkc Ere ................ III P.wna F,r, and RI,nin,, toad far MI....... I' and Ott... Wad, CI P,,vat.. armored and paid for 13 Pv.,,,, S,hedulr.... .... ...... ...... 6. 2.5. lj. e.6, C. -9 1u.1, 1 iI R".1 far icartnal d,t,wvaou dkpta . ...... 9 11 Ch,rog, in the 1% ork morn and Othe t,.v I I I Continuing the Work 10 4 cavrRACTOR'., ,i,anr,_ ... ... ...... .... .. j,71 CM-MACMR v Grncn,l k% ...... 1, ,,,ad (i 11 1 .11 11 �. 1. 1 6 ill CO\7fv%(-TOR s v, r,, prim to Shop Datum. or Saa,,[, td,.dL.1 ,I C',ardatal'. of VVI'k ... 19? FI, r ....... ... ........ ......... _ t, '3 ENG�.,'ECZ:. cculumia,. Nuiva .... w. For AI,l, and Caal'ti,a, of(lah". 6 9 1-6 9 1 Inr dr,dtaIdal, are.om irvrrntnroc� gmerol _ ,, .... .. ... .... . _ 6, 7 7.3 n 9 lhnaudotlscovirn ... �itvl,va PIcrNa.'-- 4 IiKl6ENUKAL C,,Nl)l ll(,V, 14 1 ..% I I uW LDF 11 VN) ,1 1111 ,1 F,M CA,LUNS MIIDIIF-AllLIV;ffLl:r 1111 N H N I.,Fnr. M,ad,mk and "I"Prart'r "-6 CXY�i RACJ OkS--olhcr. _:7 and K'nul.ners- 6,14 (:mtmctm] [Jahilill. uraftcc_ .. ..... _ ... .... _S 4, In LivFdin�lnawnCarttn�t.l Ti., Lt ... ............................... I= Alliell ta ItIntntph Att irl, ,, �t.,,h Ntutab", Number Netiee sr ".iatmn fiont Contra,, C(xndntaIicp- 6.-'7 CON' I tZ.ACIOR" re"'rainlit, ...... ... 0,9.2 Patent F,c,und Ro'.1hms" .................... ❑6.1, C,xt.1 L]oennaerv,_ ...................................... .. . 12 - .............. ... . ........... .... . ..... p 13 Cn,,rui,. Pe,ird- .. . ........ ..... .. ......... ... 13 1' Nope,, Sefi,d.], 6 6 ('.,,,Iion. k,,ne,al <r Acsepwr, kdccsd lkaenram, n 19 4b,le,niv, We,k-- 'almod Work "d., d prua- to pence nl ................ .............. 104,1, 13.11VE; 14 HNOINFW, ap,,uttd of taqtti,e,! A,cqm.n, dfL)&,*,, %� ark.. .. .. .... ..... , .13,13 l, ,.avival 2R "rt"ruen ut R'narval of .dc w.et..j loadi . . ...... ... ........... ....... _6 IS D,lemve Werk ......... - ..... ...... -6.30, 13.11 Safe,, and 1),declioa- ..... . .. .....f 0 13 correction ile,i,o ... ... 13.1a Sates Rcp,e.rs.n',.. .1121 OtVNPR Mae Corr= IJ,Jomv, %krrl 14 14 Seh,ddling the Werk .... .............................. i.0 2 0INWER Ma, Step WA ................................. 1316 .Marp 17travvirp and Sarrpl,, Cra-- SIao, D ... in,, and S.ra,le, R,,,i,,, of Test, and fra,.1inns. . ... ... .. 134 r, EN�;INEEIZ 626 R,�erd, 11, 7 Sim Cle.nbr,,s .......... ................ ...... 617 �, nl the " . k-- Suhrtanttal Ilee,cl.r . ..... ......... ....... 01s linetc, and mtnan,,e, addr,..) . .. ............. 11 4.E9 Sul ,ww,Gmsv a..... . lulteal, Cash .. .......... .... ......... ... � _ _1 1 4,' ..d Rca,,d . . ................. .................. 6,12 COVI RAC I OR', F . ........... .... .... . .............. I I , SttbgiI,a. and lwras 6.7-1 Lmphn E.,,n . . ........... ... � , _ , �., 11 4.5,1 S.,,irtt.Jena e . . ......... _ . ..... ..... 6.' Lvduvm t ...... .. . ... ... ........... I IJ Su"'i,ann" _ .. ............. . .. ........... . ....... el I G,nentll 1 4-1 L5 Sunnd arobli'atients ............ ........... 6 ^ Hoare offie, nnd everh,,J e.,j,v ... ... .. .......... 11.5 Ta,,, ...... .. ................ ................... .. 1; rd d. 1 ages_ ...... ........................ 11 4 il; ."d . .... ... .... ... „ Ili Materials and equipment, ....... . 11 41 1" kr{wa Min. tCpen 11Ai.! C,, f Pterni,e, -6. RA. (,Y).' 4 Ptn-tell ,,u en ... ....... ...... 1 LAI k"i... Pi. w Sh.p rn.�ing p,,I. n,,d b, Stllontra,t�.. ... .. .. .. . .. .... 114.3 San"I, S.Nniu.l ........................ ...... ........ R'cot'is 11. 7 R,ghi wndpdtneat I. ehung<n in the Wd.1 lit Rental, ofeaarraruwu. ..,np.rnt rtpn to claim 4, 71. )A, 95. 0 1 111,2,11 Z and raa,hirery - .. ..... 11 453 I V I 1. llt�. 14.G. t S. 1 1 c 17.tR'.11, N'treels, pe'n'tt, ... I Safe., and Ptwenea 7.1 1',.' Ikon f . .. .......... ... ... .. ........... S.f,t, R,p"scruai . . .. . ...... . .. ... ....... ...... 6�'l Sn, effir, and wntpa.,, i.eilm . .. ..... _1 1 4,1 ,4bop D,a, u.,und Stttrlpl�s Snlaritlal,_ 6,24-6 28 S,ae,iol CvnsAar,, (707NI RACI )R4, 11,14 S,dnl C,,nntlunn . .......................j 1 4 4 ........ ......... . .. ........... _ _ .... 11 4 5 Stth,uett, ( ...... eti. h1ohed, and 1 ;,xaedtt,e,16 7 1 .,ars related L. the Wek . .. .. .... .. .. ... .. 11.4.5.4 S.b,tiwl. and Ise., I.a, and Jn,,,eti.n ... ... __ ___ _ . .... .. .... 134 Ls,,n,r ............ ..... .... _ , __ .. .... u 7. 1. 6 ?.-' I . ... k Dra,.n, . . ...... ....... . 11 ... .1- - ... I L4.- , StAeurns.riet,, Snpphe,.a.d 69-6 11 ihilaw, f.,[ and srrnnny fara'n"., ...... 111 AiI Sul-,,,imonand 1, 6 ,]I Wvrt, our qnlr, h,nt ......... _ ....... .......... 11 4A .......... Ta,,�r, PrYrrenl 1,) 6 15 roe"nno �%drk. _ .. .. .. .... . . ....... .. 13.64 � 7 r 1, 1i.IS Cumulative Reanedics,14-17.5 %V ...... ties and Fua men.... .. __... u U.3r Wt,n�. Mlin,, and tniwhiq 7.' warr."I" nf I al, 14 D., ,. he terkh,cl OWININ \V,awn Notir, ba,-&rinhi.r ,f- .... ......... . ...... .. .... Z2,2 CONMACTOR a,, Wo6 c, arm nm....... 153 N,6,aen' on Di ... .. ...................................... 9.11.9.12 R,pnn, dF Dill r..E sul,.,far, of 14 and C .... fili ...... ....... .. 3 sk/,,In,, tk,mk-- S.h,untntiCernpl,nion _ ... ............. ... ....... 14.8 A,,c,,ntrce nf ....... .. .......... 10.4,1. IIA3 L I (!r=. or R.ov.1 of...,,,__. ...... W4 1. 13 11 C"=iao 11"noIJ 12 in general __......_.___....,,13. 1 4.7. 14.17 Oi,-,,aw. he HNUINEER 92 OWNER Nb, sm, W%,_ _0JI, hna,pt NA,. of Dkcu .. . .... 13 1 R,ymiag. _ ..... ....... ........ _ .... ... ........ . _9 6 U.,,.vriq the Wcak 13 N D,,f mitims .... . ..... - .. , - .. ... ..... ...... . ... ... .. . I ["�, .... I ...... I .............. ..... .... 4. 1, 1, 29, 12 Ll- 4 Ddn,,n'orBomb..................................................... -.I F),fi,,, If ,rufn,.w,.,nr mnnoa, 2.7 kMaminativms [11, Unit Mires . . ...... ............... 9,1F) Diff�tng Sunaurfiva, m Ph�xn,al Condition, K"'iu of 4 FNGT\T.FR', R"j, .... ......... ............ 4 -4 P.INI (7.n.c3 I )Oooallan, 23 PnsvNe rtice and Tna,, Adjumrnents .. _j . ..... 0 and Mdow 113 it 6 w Difirw R,,".1uvna-- A,,,.,,ni 16 1-1136 AlbILIXIiIIII � ...... ... ....... .... 16 1-165 Y.416 M,dwi . . . ...... ...... .... )6 6 T)i,pow Resulm Von Ac,.,,n ... . ............ 16 1-16 6 I ImpIuI, 1nEM3 I NFF.R.................. H4 0 In kt,c.d 619 R,., of 37 Tam,ing,-dIfinmon of......_... . . .. ..... 11 Ensrmeuu 41 Mow, dote Ay .,,It ckfinnvon of L16 1.'NQ1NEER- . nnu.1 inwrprrro, on dnpnwP ................ 9, 11 12 d,finilm ,f 1,17 hrnitation"a, 13 K"Pla"a ... t oC _ . ..... .... 9 -, K,ndc,nt Pr,j,c,t R,r,,,aami . . ........ 9.3 FNGINTERs Calaultant -- &f.m. ,f, I.IS LNGLNEER, ..Ih,a,ty and hm.usnon, on 9, 1 %*.ria,i,,,,, in th, W,aL ......... ...:) Chnng, Ord .... ... pImbiloy fos , .,, 9 7, 1 (1, 11, 1' U.nf.lionx and hn,,,raIl ... . . .. ....... ; (, ;, 1, 4 Dociau. on Di'nLI1 9 Hop Arlmriu`llbrk, nNi" of ... I I I ,B.),qnw, IwIn, 1 73 Lndahl\........................................ I;.' , 9,1 - Wo,k I, A,,pubf, .. .... P 13 .... ........ .. ...... .. 6 P 190 In In, COVNIAMOR, Ro,,p.,ibi1nI for , , , ....... ...... 14 RI.I..IndRIKI. .11'aMI.L 144 14,13 Amol, n, TI.,tigimph Numh,+ and PrmM C.nd.fion,,,._., Shop sna"k, ""i, ro,,p..,,hflhtI ......... .. ... .. .......... NtanuI, Irving Counrot,iwi- .nah,ai,d variations i,I th,, Work 9.5 9 4 Dt,n,Ann, . Di,.,,,, Det,m,nalioo, on Una Pric,,, 9,16 HNIIINEFIR . Inn nal lnwpr,t, 9, 11-9 12 MNOINEER', k ...... INbw .qJ-9 12 Limitations on MMMEM AM.y and R,,a,,In,Iihifiw,,_ .... .... . . ..... 9 13 OWER, ]I,1I1,a,.LaUI1 91 Muj,', ........... 9.3 Rcwune LrrScrily Wok ..... ....... ........ Sh" Chanvc O'd;l, and Vmanenu . .... 1, 7 1),-) Vi,,ft, to Siw UnnA.&wQ.wa,, Vits wsn,- - .. ... '. , , - .... . .. ..... . Www. .= ".A , , _709.1 Equipment. L.Na. kfaaY I.[, and,,, ...... ............. �{, 11; > E,,na,al r,nll, I'm of the Work, 114 i , 1, 7 arm or ,I ma on. ............ .- .. ... ... .6.32, F,dIrI,, of FmtIc,n�l S11 of phy,,,1 F,. CONTY ACTOR,-Cn, 111, Field (a&,-- &FIaLtnIn III icsueJ In, ENGINEER 3 6,1, 9,5 Final Applunw. fur .. ....................... 14 12 Final 1411 F,,,.l and A=cpnancc 14. 1,-,- 14,14 &inr w, Col .,.,h allownres . . ...... . . . ... ...... I 1.h - 17.317A d,f ........... .......... ............... I PJT16,110rerence�tc, 6 4, 1111-6 6 24 U .=ocr of 1% . L-tv CONTRACTOR, 631k 14,12 11"a'd C..nni.m6n,, 1rc'Tman,_ ........ .... 6 2 Thond"'. "waI.- deffinuon of g.u,,al ........ 45 (MNU" n.-Mn} 11,1 (I I 1%)RT CtUJM N101aHC All( '\IS MEN 0 A 5 E H Fl I I 1 ndcm n i ticntm _,_--._..,_,_._ _.....6 1'_.t1.In, (i 31-01,3 nitin llv Aeecpwhle ti,IiMii e+ . .... lnal'rcllwl (:en Yiunrs _, 9.144, 173. 14. L^ hmal ...._.............................................._.... I4.1 I Anicic or Nrngranh Wmlvr Spmial. rc 1.... a no'EN LAVER'..... .A, o T,nls nod Apprnml,..,,,._..... _.... ..... , 8.7, 13.3-13 4 Insurance - A ccpn c of, bv(PM1FIR _._. _ .14 Addiuoml r quircd h changes in the Work 19459 Brfmc narl in,, in, li 4 , ,.... 2.7 Bondsand.-in Fcncnl................ ... _..,..,._....,S Cn.MInl ion Provisions_ .......... ............. _._..... 5B ,,,.,_ 0.5 5 R, a 14 ) A 14,12 nmmpleled nper.u. _ . _ _5 4.13 COl`TRA(7ORk Uiihilm, ............ ....; 4 CVr-fRACTORs abimtiol lu m'cragc............ S, la J. du tibl nnnunts ((1'+fk ACITIH+ respppkalion a fo......._...........__..._._........_.5 4'imJ .>ppllc:mnn for Pevnlenl..._.................... 1.1.1'_ Livansad Inswcn_......... .............__........._._.._ 5.3 Naice ,tikcments. r.wi.1 chanFCF._.....SIS. 105 O'iCnlo Roplax, ..... .......... ......_._.$. 14 nth", slmci:d inmr;u:cy....... .... ....._ ..........I0 011^sT:R ax fducinnfor insure-J;._...__...,9�1'-i.13 O\lktl el.iahilln P i I Utd' tan Pr q ltl In wain 5.15 PrN n .. _. ..... ... -j, Iv Rccmin and Applinunn orin,urnoc, 11I1 +110S.... ....... ..... .... .. ...... ................?.12-c.l3 P tif WFht .5, 11 Intent fC tr tlh Ltro m 1.1-3A s: Imerp I i n Ind (,l: f I _.. .. c. 9.4 lnclstigmou:. of phpsi.I condition........... ..............d.2 IA,r, % ln•:da and F4:pmarl..... .._.. Lands -- A\ ailabilin' of ...... .. ............._. _ ....,, __ i. I. xA H lx t' on" Tens ...... _. _.. ..........-X 4 Lawn nod Rugulanions-Lines o Rrgulmiarlv-- . Cha g< in. lh lk'n l � 1114 CunvaS. Ua.umenn ... 3.1 C'(lk I"RACI Ok's k�spnnzihilities M1 I: ( trionPrrial, rlel r-vc\Gok... .. . ..... 13.1^_ Crc4 ff IliW04- I vec 11 J.5.4 d hn tmn ol'....._.. ��.. Vtmt.A6 14 ludcmnificmirnl_.. .................. _. ,o.31-u.33 Insllranx ,3 l+cccdenc ....,.,_ .......3, I t3 kdvca I - - � 33A Clfr v an l R 11 xi 20, 13 2 Suheooun urx, Sr,liers nod Others,,,,._„ , e8-&11 Anicic or Idngraph M1umiwr I ells and lny`rcl:cns ....... ...,...___....,,135 Uu afRcmima._.... _..._ _......._....................._ 0-I6 l'isipw Site _......___.. ........ ..._�' I.inhila, In .... n-.c- (ONIkV( IOR .... ±4 (ANNIIEP .,... .... _ v' 1 ..d SI l J Inzunv 53 Liens-- :VplinnionfoProgic Pa\menl_.......... .._.... J 4.2 CUY'fRA(IOks 1\ananv ofTnlc ....... 143 .14.12 Find Al pli.t,.n for Ny I nl dehnirinn of, _ - . _. I13 U'aiver fClxima........... .. .__..................IA.F Limiwlirns to ENUIN—CER's..thorny and on, Linntcd Won,. hd M CM-1 RAM OR Maintenance and C)perming Adant,Ms- FinalApplication for N ur,ol.........._..._......_ 14L2 Manuals (of whom)-- Pruxdcs ...._...... .......... ,_. _3:3:3.1 kclirncc to in Conv.ml Ibcwr. vy.... ,....... ,_., Materials anal egnipmen:-- furrS:hcdtn'COXIILA, FOR. not mcarp sat d in l\'nrk „ ,- 14,2 Malcrialn o 4 P rnl -cyu al nt ..., G,7 Mediation (CpY l)..... ..... .., ..... _ It; ] hldvrnoo s--&I.naono(.,,.,_....................... __..... I_24 Mis:alauaour- ('nmput I m of 1 17.2 Cumulal R dics, IT4 i i,rn .... ..... .I t,[Cl.i ..17 ..... Th.R aional Fees and Coun C,. ladudcd. _..... 17.i Nlulli-prim .. .... _....... ... ......... ? Not Shaun or lndt l d,...... ....... 4.32 nauaf-- A.:npwLd not ............. 14.13 , ,F.t.. uf.._.. _. _...... Iai Min,d+linniun Claim CeRnc.l:1 IAficrinelhsurf orrh+ c1( d,do ._,i:a G,,.F ...... .... .. ....... .... 17.1 I-5l rool lrisvionp ._.. 133 Pnnmio,Shq, Drmvingn d n:plc_..... .... 6,27 ]vxl.cw Ir d- Mutlm u, o( ...._._..._ ....._...... ....1 _Is giving of.. .. 6A'Ut' IUIJJkN,('OH11111G69 I -1-.1 IInr LIA HON, x101YWT OTT CGLLIYS At JIIIM1TCAl1i:Sti (Nh'P2`T)I Notification to Stjfa, ........ ....... lao 01�1,,alaoo, n, K,,: CkcupanH-orLh, Work ....... S. I 011-'.4 (.14 I, Onn"a.; ot faa, In, covfkA] .6 9, 9,13 C),-n P,il police form. lo"oran.... _ ............. . 6.2 O,wo w Ra phmo................_....,...,,...........,..........'.14 Numhl '0, L,tad' h, . .. ..... .... . .. .... 7 Olbr, "orl 7 ch mint, ark--".lantwo .1 6 OAVNEk Acu:Tnaaacc nfd.lvoira kk,tal ........................... 13A." aMom an ENGINLER.-, X.: .,.; ral.6., l'-i 13 Avuiijbiliry' ofLondi.ieslxmsibilipl,,,, 4.1 d6anna, of_..........._...........__.........._.._ 1-17 data. furtaA K_1 plea Caned fhj ctiv, 1%,,rk,. ... .... .......... 14 M,y I, to "k, po"al . . 147 M., Sit, the l% Wk.... -_ .......... ........ . 13,11) hia, S ,,rtd 1Vark. Tenn a . ... . ... ...... .. F. 13, If). 11 1- 15 4 hameat, make pronipt ............ ...... N 3. 144. 14 1 - of 'Ah. "'a-1: .... ...................__.......I pr,ntta and licenses,requirements,_,,,,,,,..__ it E', ,.,hn.J insurance.....u,tat,ra,_ Otl'NFR',- A,e,wrn, of the . . ............ ..... _6 Chanel 01 d1fl, 1+11unnnlll "I 4ULaal- K�l. 1114 Caton . ...... lant, 9 1 Coordination fth, �ori 74 Pi".wa. "..I of d',ai ",a I I 'e-" f ... j upmoce Ls..__. 1 'N7 134 ],i.hihl, In.u.raac, -.- ........ Notice of Dfcct . ...... ... K'pt ""ota " a' -IlUl l ne UnCIll I i G I N 1.GR , %antn .............. . R.,od,niinliti, PC& Pnrolcum. H.,mdou, a, IuWiaaldicc Mat .... I N 10 Ciaaaw 96 Chann" If, It, )%afl, Ib I atoamUoatalma,;, - .- - 1. x I CQNTR�AM OR s ...... ibiliaa; eolJence a, lunn,,.1 fnuaa.rn�at,- an,p"u,nim, t,.,I:; and upp .... :I) . ..... .. . ... X�7 ................................................. buds and rasciaems, F 4 pronvot .... ...... ... . ,,p.,t, and ar,a, ......... ... ..... ............ ..... S4 Itall of 'Unitld t% ol , .. ... . .. .... N,N. 11 If. 14.1 ,,I,aaoa, ICAMLACTOR, .... _ , ", e. X. 15 . .......... ...... arming. na&pcod,tn, .......... 114 us, , ItC,utaaLa of In, Wal, 14, 10 a.,nl ar approval a,.ni d _ ..................................'-a. 1. u3, 11,4 Construction Document Ordering Instructions (Download a complete P1anWell 4.0 Ordering Guide from www.planwell.com) 1. GO TO: www.mercury-ldo.com 2. SELECT: Denver Links: "Plan Well" 3 L) SELECT: Public Planroom: "GO" Mercury/LDO Colorado PlanWelf,' Digital I cuv nt Management 8 Distribution User Name Fntl Puanc Pegecis ror BWdng nere! Paesw�d' NO Logln Requ�pp G0; Imnm wm uxswm J? ru13 l Ndamemder yel? ' aim. uP baa wuiodzM xcm:Only! a Today: Standard in }' 'Nine pl n w�a user' tl Onflno iwmtion+to-bid We cay uwquide SELECT: the desired "Project Number" from the list 07/2001 Section 00020 Page 3 I LI-I B H H H, E E 7 H LeJ Anwk., N.gph Kumb .11111,, t,llbcl rnpdrrd.............._.,.,.J.I. 9A. ',J 1. I L" 11.9. 14 7. 15,4 KB,.. di,ftaom M 129 4s OWNLX , Nrtibility fm ... .. _.N I P Partial 15diruucn- .......... ..... ......... ..J.29 gene: a1 it3n.2 j. 14yj AA 5 F..d ....... ...................... P I B"6 ........ — ... 1-5 .,tt,ho i, of, 14 4.14 14 13 it, CMI R-Acl OR and Appli�mm fo, . ... .................. 14' rmil \,,Iwmion Rm,Nymm .. ..... ................ hn,l 1411 Final P.,anm xnd Am,N.nc . ....... ....... 14A114 14 0. 14 Pan ad Utilma,., ..................... - .......... ...................... 14.2 R,,wtv of Apph.w., 1. 1hrreIcs,cPmmicnts ... .. - .. ..... . 14A 14,7 .............................. .14.1 Siil,umitil Cmplom ... ... ... ........ 14 9-14 0 Waic.r of Claims 14.1 "h. py.m, a . . ........ 144. 14.01 s lEhholdiirig --- 14 7 14'iitd ......... 1-5 2 ddmilott ,f 1311 pmn11._ ... __ ....... ... ............. .............. ........ 4.5 OWNER , ....... ..... F.NGINE.EW., '�'w . .... ........... 4 Nmic, of DifLnn, S.i.[.�c o,._ 4�23 K.'W C.iuw lxw rn1s Change 4.2,5 Km,ibl, M,,., -and Tim,, Ad,,,.,w, 4 ' 6 R.pm, n... I P1mwi roc............. .................4i2A suhm'[ .. a.d ..... .......... ......... .47 Cc,nd,6., 4 ' Ll I i,lhnwtil UAW. kl..41J I..li.rtll CON IRACTOR A,,Ih.,,,,d 4 12 ................. Sh.,, . lndw.�d ............ .. .. 11 ...... ..ion 43. 6 :11 Rcconatru.ial COW .. wq Z'8 116.iman' SLhodtil . ........... 26 6of .. ............ .... .... .. ... . 6.16-6,18 ......... . ......... . P...I, Appli.uc,n, Im .......................... 142 llI)Rlcll I'tlInItIL -IdUltlti'l. 14,2 lt,r.., schcdulq CON I RAC I OR .. ........... 2 6. 2h', 29, 06, 6.29. Itt 4, 1 il:. I ..... ........ .. .. . . ........ ENCTNTMI St.1m, rmltng Cotimlwjoll . .... 91 ltlljtct Re'Trental X.,,ektit—d,ftai. .1 .... .. 1. pmxpt p.,lm b3 CA7T.R .... ... ... ..... ..... ..... ... Addium.1 ........ ....... .. . 5.7 P.a'al utilmai - IAI, 14,11)2 ,.cyl and applfic.u.l tit prnc ds 1,12-1 H Pr.wamn, S;ifay amd� ... ...... .. ...... 6,116 ' 1, 13' Ponch list 14,11 &firtli. f .............. ........ .... ...... U-2 OWNINK W f 4 4. 14 t. 14 13 , R,.,d . ..... .. .. .. .. ... .. ... 14 _6 19, ,1- Rr..,d, ftM moral iriiq . . .... ... ... ... IN . ............ ....... ......... .... ..... 44 and Sprcilicalions of Tc,hni.J S.it ....... .... . ... . ... .. ............ ............. ........ Rdwd W ... k-- �t Sit, TI-7.3 P,rl,.1p Iv n. Shop .rod Snmplw subm imJ> rvrivu............ 17 4, 17.5 rcnt,l vgreem u 01%NFR pproiii ,tia.] 11 413 ,9.2 R"P"'img and faewlemu ................. 2, 6 14" znd D,.. ing, 4.11 .nd I ejj,. FA Reside. and Jr.j'G d,finitim. of . .... . .... 1,33 .........Intl lot �J..; L X.D� , CV.11 11 TKIS I I I,.-, t 1n1. MI KY, l r � I � (I I �Al COLLTRI MONWTA I I 0l; M 11-11 H An.cl, or I'aracraph Numter R,,od,w Sq,,otend,w, COXTRAM)R, 6 CONTRACTOR,,., FrGINEHIC, irt,.c,.! .......... _ ..... ... .... __ 1) Linwat .. ... . ........ .. . 913 ..................................... k . ......... .............. ... . ........... . 14,' Rc., or I Wooim, 7 1(cllill I,, CON I R AC I Ok: Shop Drawings and Sam Plrs Nicr irStrbamwI_ p.:5 Rv, i,,, or Apk.u. fir Progress I'dlvnmots, I J 4.14.7 Right loan dj.,rn .... I ...... . . In..Rmha of kV,, 4A Tl;,i,!Il F,,, end....... Stif� st"llo,"ll I.Jimg. ..6 19 Srf,t,.. and l7owai. 4 Z 6.16, d. I & 2('Ale 7 2, 1311 6 -110 23 R'p"'-ntoinc, CO\-rRA=R's_ ................... i, 21 .Srrmple:-- d'it"itio" 'f- -4- ...... ...... ... ... ....... 1-34 .............. .............. ....... C,24-6.29 I, MNTR:NCTI)R . , 2 HNGINF.R.... 6 ...........6 -7 1j, rclarod .. ... ...... ..... .. 19 suhminal of N s.broon.l it.dung_....._. .... 2.6. 23-2 9. 'j 29. In 4, 1 j1' I �-hcdLtll ofSho, Drawing and S.n�pk subotalul, .... ................... 6. 24-6'2x Sch,drrl, of 141 Sehcdulcs-- Adha,., It, 15-'A chort., d C.ou.,,t Timax............................. -W4 Sco, of Chri., ........ . .... ... ....... Illy sud'ufa. Cr'njiuo,l' ...... ........ .............. Shop Dn,,op-- ..d o,orl .......... . ....... 6 ^YG 29 Chancy Orilm & Applicition,, tor llmm' and 9,7-9k, I:N(;] l)0:.R" opp'. .1 of 31 i,.2 ENG INCER , resplenibilig for w"a" .... . ..... 9'7' 6 '4-"' mm'd W ... I ... .. ... .. 11 6,28 , "'� p ... -4-6.2s Arlid, or N,rtc".ph Numb ,tubtritwl ,,.u¢d ..6'4 I SOmawl C' 25 trSC to or,, tiA,,im,00 1'7 4 Sh"I'll . lrrdirotrd ........... .. .... ................ ......... _4 - 3.1 Sri, A . .. .... ...... Sit, ci'uolhoeve...... .................. ..... Sir,, "l.l., loral, ........... .. .. d'firriti"o of d'fi.ltio' of I X, of 'technical Ssicticsreference to 3.1 pro,cd,occ . .... .... . ... . ........ ...... .... _ ... .... . S,.ndoi-d,rnd Spa,fw.nonx ofTavhniwl S11WH-1 ............. ..... Bd.r . .. .. ... . ............ . St t't�" it,, Work 4 Stop or rkts�.nd Work- Inco, mmnm kr Ork;'FK ........ ... . . .... N S, I.; D, I5.1 slo,o., of rri,oi,o 4, 1 . T2 Sofrry'. 61t, C -cr n,,r . .......... 8.6 11 d'F ilior of... Lit ,.i,a of rights ... . ..... 6 11 SUIll.,1111-111 'rllcIHI 6,1-6 11 Stil..,roct . ...... itedpov,,io,,r, 11. 1143 Sutnmmis- A,fl waiin, for .. _...__....-._...__.14 Nb,woor,,, and ( yProu,o %motrok, 14 1' P,occJt,,+ .... ......... - ...... .. .......... . ...... 6 ls Sdrcdtrks 6. Sartt"I" , , ".till-5 of N - lti�r ,r .. .... -- ......... ......... 6. S,h,d.], of Shot, 74to,,tia, .,,d Saar pl,, Shop Ekt,,m-, J6 c"Ijjuxmoo oI o It 14 9.149 :M.lrttiK C."Ar.1,on M,fihod, or Mo,,Jo,x, SuIoairtit,x and'Or 1; ual' lt�tr,, q ... . .... . 63 Cr)1,7P,4CT(.Ik 6.7 13 1 E'rlurl'oo f, 73 ......... .. . ...... o 7. 1A Sut'mul' cormr='. .v ,tg ".1, M E m M 21 N F PTA H UP, p E I Eli .. . ...... .......... ... —6,72 ,-. 5uhxwfw v dlt siw C.,diu Ilira m ,E m M fitlarl, it, ............ ......... 4.11.: ENGINELWs R,q,l .. ....... ..... 4,24 ............ .. . ... .. ..... ....... .. .. ..... ........_.4" Rdillo,c M. CC,,%-MX(7rOR Authzcd , ..... .... .... 12 NM w,, o1 DIN. Iq Suln.l 1`1111101 C,l.,116.11 P.1,1A, Prue ml,]Tl.e, . . ...... . 4,: .. ..... ... -4 ' I S.1,viu, ..d ...................... .................... ..... 4�' Sul,urfi.re Cc,dm., t If, Si,r— 4—].l 1 Techoj.l rmm- ...... . . . ........ (AkNF.R 11t.11 .111 slljsllvll 99 F."'C'INIHER ,hall l . . ....... ... ...... .....9 ,13,' Stlpermt;,ndmt. C0\-FR-ACTClR,l.sdi,nI ...... .... 6.' Mmilian of 1 18, 2.Z 4 4,1 5.1, ; 3, 5 4, 3 6-5 y, 5A 1. 6.6. 6 Q,. 7,4. 8.11. 03. 9.16 ..................... 3 plo,i,d r,fncnc . . . ............ . ; 7. 6 5. 6X6 11. 6 2,,, 6,24. 14 d166hL, . ......... . ..... ...... ..... cm em 1. firod _14 1'. 14 14 F.34MMER It:,, n. do" I'l ............... . ........ ...... 1, 13 ... ......... .. . ..... .. 10 1, 1 0. 1 52 .......... ........ 5. 1 -�-, i� Sun .I f C)IIigl 6i,, W .. A. OWNER Nitt, 13. 1 Q. I I Suxpe ,f ",,,k arld I t,r.,rim .... l.. C()\'TR,\('T(,R kby St, ll,W), . Tt,.mn ....... . ............ . ............ ........ . lAtNER M,i, Sllrrnd i\'.,k IIA OWNT.R 15.2.1 - �4 T—hrti.l D.I.-- LI., i,,d Rdiww 1, l-CINTRAM OR ... .. ..... .. P.ibl, Pr. neld Ad,,t..le., 4.' 6 kq.t, of DijTl illia Stlh,., f.,ld J)h,,i,,] Caodtti . .. ..... ........... 4 73, Tom P,,l., .,lt r%Ia i. A,lick . Not ... ph N.tril, T.., Im ... I - by COKI R AC I OR Ili O%V.NHk N:N 15 1 1.4 ........................... Suxpcnvrm ot Wo,k-m T,,n,., lnd Ad.,Ilil ft 1\ Mk, I,i. .1h . . ............... 7,2 :ON MAC I OR'., raYarslh8nce ........ 13,5 w,t ul 13 4 WA print 1, 136-117 L., s vnd Rqgulllli.s 1,,) 13.5 Now of rnica" OWNER',I I p nd co teimg ............. ............ U4 .,peuiltl, ,.irl,d M- ENIOTNIFER 6,, ,ul-,,,d P4 ulla,"tiltc th,\\xL ilt L\UINU:R, 13 S- 119 .. ...... ........ .... .... ...... Chme, of C.E.Ci ....... .... _ ..... .. ..... C.pltwi,m I ................ ... .......... ..... _17,2 ......... . jJ2 d., 7.1' Barr ran dI.I.L, .............. 9, If. 11.2. 12 of Co nrnn Ti., 3 uhcdul........... .......... .............. . titooin,, the 1\ nrl, ........ .. 4 14,33 1 .. ... 'l, W.,k 13,8-11,9 Fanki, M,6.1 dainit,oll ,(,, L41 NM Shn v IIILEc.,,d ... .. . ...... 41' prm.cii. of ....................... ...... ...... 4.6 '0 3 Sh,,. .......... ...... 4.' . url': M .Rlmili�it .2 ......... ........... 1 4' pro,rai 11.9. 14A, 14 t,nlz Pricc,Ilearminatinn - ................ .9.10 I ]o• 7.1-73, 13 2- pllli... I �l "s. 5.1 . 631l,' 4, 14.10 % Itl, offfiWort. ...................... ......... ........ .......... 113, Vah,, Schcdul, ,f lt,, 2 F-2 9. 14.1 IAWtl I I I'M I Y I I... I I n. Lot 110N,I Autthort7cd 9 1 Ans,lt, of ?.,.,,,.ph NumMx t.it, w ENGI\T-ER .................... 92 Final I' cttt 14.15 Wtolol of k,ghk, Ix mt,.,t,d .tu,, kv .... w, and U... C0.1iIRAC-I OR...._ ... .. ....... 630 . ...... .. ... 14 3 A.u. It, 112 in th .. . ..... ... . .. .. 10 Cmtrtuirtp ih ... ............. ....... .......... . ....... � S29 CONTRACTOR M., St,, XVrk .r T,mtmaw _155 C.d1t,111. "1 4 J14 113 d6ttn,ntt d --- 1 4, rt,,l.wd b, &r]TkAcioR 1 14 .th,, \V.,k 7 OWNER M�'. stll W.'k 1.1-1 01t, NER May SuaWnd fVcyl,_ .............. 13 Itt. IS I k,U,4 W,,tk al Sim .................. .... ....... ... 7 1-7 ', Wmt,,c Ila,_ ......... ... _ ...... _ ....... .... _ ......... 24 Slwpin, h CONTRACT OR .............. ... ....... I 5 - i Supping 1, CANNER 15,1-li4 m.. 1 A,,vmiml tt,ttq _ ........ . .. WWI, —('hams, Dow,,, — claim' P."'.w It ........ ............................... ... &finmott M 144 ,,mi,pttl W'ilwp d6ut,t,1of—, ji It, ............... Wt-imp ch'ifiwi"t,' and hl,,r,mta,,,p . .. . ....... ... . ... ........ .. 9A,9,11 tV,ltmtt 5olia hltlttilld- 1,,. C MIRACTOR 9,111,9 H. 10 4. 1 ],:, I-' I 1( —9191'1,11)4.11,2,1314 `f , E u rl 1 (11 1his p:4c letl blank inttmianlly) H H sn LX'LV IA. ` 1 LL (CVIJI I UM I�Iu.Kllnn LUI I'IOril �c!On'p LOk7f, LIJNNAIOf11II(:AIIO�:IRIi\'9'n) H' N H GENERAL CONDITIONS ARTICLE 1-41EPINITIONS N9)erevel Ilsaf in tfi,s Grnmd Cin hi u. or In tk aher Qntrna lkxuntrnul tine killoa•im team have In, meunu><s inih.tul uiud, aic nRnliuldr It, I"Ji Jtc singular nn:l Plural If..`: 1.1, daidwcb--lYriuen nr gnphic irevumrnu:..M pia m if, aprrli,g a( bid, 'hied darifc. Curren m chm,ce the klm' Ie Regelrcmen¢ nr the Crnssrvm I kxvmrnls I.] 4p,,ntan-Chi, w.inen eantntn henca-n (1WNh'k ulcl CON] RA(. IOR avern� die Walk to Ix pnllxnlcd, mher Cmnmel Dwu n=1,, arc aanchmi m the .Acr era it and medc a pIn thcrcof:u pm,'iJ'J ,flue.. 13. 41,p1...... /u+ rurm•m--I9x Iimn actalxul b, NNi;1,NPAk which is m by uwd , CONIRACfOR in rcqucnine pcgmxs nr final fn.' nLnts and which is to N nC•1 Ynlxlmcd hh' said surryurunp &x.ni,nl:Itnln le, u Iryllirai Cnnnam Grcvmaus 14 Bbeno•-Am' maan:d 11w c.mahu mole if.. ai, Ix+crnt aJuxtm and n friable nr ie rdca.iT aslnc<n rlhcrs Inn Ifle air it v,, ;vrren, anion levels c_aa hushed by Ihr L.inW SmW, ikarxniraWl Rainy and Hl'Ilh 13 Bid-l'in, .1 k' a pmp.vd of ih' bidder wbmlrcd m Jss• p.nb Inin wu"V. IdnII d,c priers Ila'tk Work in Ix• N'fumed. I o ffiddnng 1)ru:wle,¢a—i'hr lulvnxixemmt n,nmtim 1, BId i.n,,wnr m bitilem, if. }aid hem. arld U. pr,,,x d Coruna Ihn:umn,u (imludnr all :1 &w. ixsucd poor to rlxcipl oCE.Wsi. LT Biddn,g R,,,......n n1.,--Tk' adt'ri:ltinl,:n: a invimmal to Bid im.a .m; uI bid -,,. and tk 13.0 Iixm. I fi. &nil,-Pnfnnnnnr and Pnvnent Ixalds m,d Mlxr inwumrnts of s.curitr I . d7mngr Cbrim=A domn,cnn rccummrndcd M' LNGINrMR. which i. si.i by CMIRACI'OR xdl OWNER um7 ..in. ims an uddaim tklnitm or rev cite in Ik R'al:, rn an mYastm.vt in Ik Cmlma Ric' m in, Clomma'I'imes, issued on m xllrr the ECkdn'r Ihm of JIc .L"'rn'n1 1.10 Co„ua,r fMnrmmne=l'k. Agrrcmanl. Adduula (which N=. w the Cimuud Daumcns), CO\'I'RAM OR, BId (mdodilre ck,,nr.uun mnanpxm'irp the Bid xnl in, p,,i Bid d,xumrnwwri .,NnAl,J ,ti.. 1. the Notic< of A,vmd6 whin nux-hcd m nn cxhihil I. in, Aursnem the 'n,Iioe m Imcai the la,nlz tkse % Tnl Ciond" n, tk Sul`Memrnmn fanditinm.. the JSpetibenums and the Dm„imc ns th, M, n'. (tGN{](N. Ct16maHI11 I'll, nwxlt;mwn ,,,att oI„rvuen�oi uvsmnulr'u',u lure; mucamnxn ma<identiflal in thn Agrearnen4 to;;alherrwith all Willi, 1 Amamchnrm:: CIWrIgc C,lrrh , i1 ml, Ch.,, Dimni,¢ Fidd Guns anJ ENGINEEF' wriva, miry emtiom a id dmiri.,wms i.,,d purulantm fumgrxryls3 c, d.6.1 laid 3.Q9 aI .i vtim JIB E.nt,,c IM¢ of 11,, Acrrmem. SMI, Itmwinc vnnivak vmnwcd pumuaea to p =pin o.'_6 aM 6.27 vein the rc; r and drawirlps Ic(nr.J In vI pinsiI4 _.I and Ql._' arc nut C,,nu.,t I'i,.ntnib LIL Canrtu: hu-Thc moans p...hi, 1, MWER in CONTRACTOR Cm .:ampletial of dh W,rk in nrcordnncr with tk Comrnel Ooamenu. ns ram.1 in the ;kreemaN (.wiyea to Ili, i nttisioln or plmcrnph 11.9.1 m Ik msc of Bolt Nrlce. l\'rckl. l.l'. i:nmmrr 'f'inrn-'1'hr IvrmLcn of tW,% ,tr the da,c, .and in the l4zsmcm'. (il w achi'va Suhaanlinl QvnpId"in. and (ii) to n,mVktc in, Nak so Jce It I, randy for Bail IW mcni -.vidaaal he F•NGINFI R',s aviLLrn rr3 nicndxm, of fi.1 paymcm m accmda. "nth lnmgmrh 1 a.13 I.I', i'OA7R.;c??w-'I'hr paru,nlira, m corpnmuan wIJ,.1,. Ok%NER has cmaai inn the Tlxmm,ml 1 14 .kirakr-An lidicaivr which when .rc,A,nn the wrxd ll'mk rcR, ' W.,k dun ix unani.+lnmrnc, luoln' a Jeticknl uI ihni ii dws na nf.rn, to dm Comrict I kvvmcnli a drxa na m'm tlx• rcyuircmcnu ni a inq. euon refer.:m.•. uvrdard tes n nppracnI r,I,• d ,, in tk Cnntran 1r has horn dnnigW pint to EVGL\E . nmminrnx4allon oI hmI pupnlmt (Wm rcspmcihilm la if, pr..unn thncnf has iscn aswmcd he (Vl%? MR nt Suhsununl CnmPlcllon ,in plmgraph W 9 nr 14,1nj, 1,15. Dmv.in^,+--Thc drawing+which shns the seq , man nail cknumcl of Jn ll'nrk to k furniilrcd and ry f.l by CO%ML4CTOk and Mid, fvn'c hen rngxncd or nmroexl b, ENCIINEER alxl arc reldrnxi 1. in thv c mtmn IDtwumcnm. Sh, 'Itmdrtgx am not Dntwings Its so ddinvd L16 E(lerrir, Dam r k, d,l ..... dam tnd,,la,d nl Ihr Agreement on ah,nh. n'nxcam'r.'ll'rctivc, Iml if n, wili dnc is in.i.,,d it ntrmu tli, dim. m ,,hwh the .%g.in,m a sgned and hbroetl M' th hI# .f IF, two panic w sign and Jelivel. LI7, ENGIA7:79i-I h, a,. him or umpurxtion aim J as iim in the Afneamalt. I.IR. FAIGATER'', rwlsvlmn,--A pawn ILm of mire, axon harm a .a,ntrna ,nh ENGI NUk to fumuh srrvias ns E?l61NEEk'e Ink -.Jcot Mokssiumll :ime nt wvubam with rr.:prr, m lk R,rrna oral who �. identiimd nsaueh i�. the 5upnlanenuny Cmditioay. 1. 1!) 1,,ki Ode,-d un lt,m .&, i.,d h I:INOTNTE1:R wlud, tM dCr'a IltmJt dWnpCx in JI.' lt'k In ucmnLns. wink InrngmpF. 9.6 hu: uhia'h dlx,ne invl>ioc a cklrpe in the Cmaacl Rice oI in, Cmraa Times. m R Id H H a� IJf t h k u D N F P" 1 211 Gensmt Rayai,u..... s-Sulionn nf. Diviann nl thr. SN if..tion, 11I. tfamrdavr 11 um fh ,,,no flaM,h IWitst,.-fill Iovc U. too,wg W •idcd an sti,tion 11114 of'dw MIJ Neese 0iintail A t (42 US(: S mm 6WItl as nmended fr.' iimo 1. lime, Li , and Re} d tiara 1 a a o I< t bf b,s--eon, m,d .11 afi iplbk la tuba r •ul I a - ."LoIn,cca 'st4 n I orders of in at-0 ell k m rnmmI Ixrlics t xwnhontiex... 3 ,als luniry7un,Wiwon. i 2'_ b. Lvuui flolitina-shall ba fi o hordes.= obwn',d III, the On N Pm, ('.III. 1,21 Lie,. -Lions. ohmgo ..I)' init•,aals m mcumhranc . upon rail 7owny „r prim I prnfa:ny. 1.24. .Nillo v"-A frcmalpal nvmt 1111fcd in the Cm.t Dauow.,s rob tmv u+an imermellivte campldion data or fimr prim In iuhomn.i f tnnpivion of if th, S:'u,k 12i No. orAwo,of-A wown mticc M' OWNER In th, am ..A sucawlbl biddc, am,i,g tin, up:m a opiiancc HI to, epparcm aia:aaibl hiddei with thLaoditim, fi.dn, a,umcnncd thnein within the time anceiGal. OAATI: will sig,t ard.klira dr Apsmm�l. 136. IDanrr v. Prceeerl-A trrittm hnice gicm M' Oq'pihR to (:OA"I'RACIOR (with a cryg' m RN61NF.14R) fiai,g fhe dal, on which dw Coruna Times will II, ion In run NI A which CUNT' R omns r&II man II, inwl1 C,UM W\C'TOR'S +thhgnuare .ides the Cmnma Lkwnxnu 1,:7, (INNER -Thu public lWy It aulhoruy. mrp, ation +cw,cimirm, firm or 1#,. w-rah wMm CONTRACTOR Ins miewd into dw Aweemmt urA fir wh,n, dr A'nfk is to b po,id,d L'%. P.m.l L'nlrurlan-f:u he OWNER of n zvhnmmnll, mn,,I,,,d Inn ni if- G'txk lot III, fi,Fn fa which a is intenied (or a Iola.] rynpave? prig to Subuanlinl Cllolpletian of all the 1VII : 1'9. PCRs-Pola:hk,onafMbif9um'Is Ian Purole,un-}tunlcum..1W.4; muck ail m h mint dw,,.f which a li,.id at aznlanl anJo. of tempo utu,e and P emm I W, daze Fah ... heii vnd ) 4 7 pmndt rya ul erraioh ahaht,,1, moh .., of, µ.ileum. Cud 61. ,it d rofum r>ulun. kcn,w,w and nil meted xith odes+ mn4113zvdous &natu aml tm:k oi6 1 71 Prjro-Th I ml vuaicn ,I shah Ihr \\'ork «, be p ,,,dW ..1a thu Ctnnu Owu rem mu, be the while tr ii Inn aN inda,awd el.,wh, if, th C,nuec, LK'ume.t' 1.32 u. Riub—, 'e Alulrno;-Swine. sµ'cul nude:.. In7,rndud mnitTint ns detined b. the Ammin Hnmgp old of u(TuOlNjta u>gnR) ti19 vuv Eliot.I x (ll) 01 tnp+nl 1954 14' USC , ""' 2011 ct .") as mndldal Inm time it, lime. 11_b Ryd liofk rry If J4".lg k%Noun m ...cklmal ii7 u LL p 11 om unl nl , .Is amd ied In fh, (�ercml Remnrrn,mis 1.33, Rosidm P,oiucr ltafnvwnrabro-Tha authnrimd mpmsenm( of LNGI NCC12 oho mar h saaw don the ate o,.aw, tin Ihta uf. 1143,mrpf Phcsiwl ewmples of mmerwl, tquipntent m wmkmnnship Ihm vr, mprase,untir, of an,c Ix nim of dr Rork W width csmblia+ the modards by which svoh :poown of the 1Kod< will fr judeui 135. Shop D,'anings--All dmaingti dia)_rlmn. illmvauons. wlicoaln .iul "th" dam err ini.nutlon M,id, arc tfwcif,nll,' prcpa,ai n, aawmhlcd h, . 1, CUKfRACfUR von( subawd b.' CONTRACTOR to illlmme snore pcinmo of Ih, Work. 1,36. S7ucificatiats-'1'hnse inro. of the Comma 1A umcnm conaanw of wntwo wchnical &wrifniom of ma,e,ivis, ctryipmcm, crnmrudi,n mncros, am,aL rJa vI'd wmkni.o*p a, applid m th, R'mk and aoain aSminiamtive Mails appliu-thlr. Jtddo 137. S„bmnnacmr..Ao into idual. lion arcorpnalinn holing a dnea mmrnd with CURT RACI'OR or win, anf ntirr Suhcnnmanr fir INC Ndonraevc of a pan of 61 Work m dr silq I'U. .SuAafwma( ('ompleiaur-=fir W... k I., u spce,had pin durenfj has fr,Vft, aJ 10 Ilt, perm wh,re, in ,I, try,,nim, of hNGI\H512 m It .d M UNMIZER's defntif", emlheme of Substantial th, C etitni it is sudicien1ly .,molt,. inn (., uoa with th, Cm,uxct ImijI.d I sn ,Int It, i''nd: for sch n " inn) con M• utilized for don pitp,ras far mach it iv mlenc4d: ,ir if no such cLrtihcmr s ixvual whrn the lPmk is cmlM, and teadp fx ruin) fnymml u &'oa,'d b' VGIN'ER's wriltn Ins,mmcndaurm of find p:wmcnt in .u:uuJnn,o ,crah paragraph 14.13. Thr. w" "4 uritiall,' cm,plate" :mJ twtwtvnlially xmpined' it, applied 1..11 o, fin of dr \\ork lda m Suha:mti:d Ccmpini,n drra,f I30. Supfdemrmm� r_'wehflune=fhe Mn of th, Conwa. fkmummt w'hieh amaah or supplements thoc Goner 1(;.nditl. I J0. 4ry71iL;-A mantIN,l a, fsbriwtur. wfNlia. tfievihntor mnwri Imvn m eeo la haviw a d,Ra cto hun with CORfRAMIR to with am' SIALmaan, m lilmish mIo,pIl, a rquipm<m I) he inco,ry,mnfl m the 14brk b' CONTRACTOR o: on, Sub anuou. . I JI (m! } d ! 1 P . 411 piwlitw, c aduiia tumts. cables, w res manhole. a uiu. Woks. Wills m mirr inch faeilitim m anachhoam and ant era'asm,xnu wntuinil' su,h facililics ,ahwh ra,, Man uwm11N undcry mod to W.'ril Ina, of fire F Ilnw'mg salons or LU U mma'ialx: alaarinin', pail, Steam- ligald prtralwm Rl+dua, o-hpllone dhcr clanmuniwtiom.;, aahlr. Ick.isim. sn and dtavrsaftt rvilrlm'nl. uc a ahc: ""Roll m:•aemsuon water. 1.4'- ❑nit Price !fork-lVerl, Im he. Ixt id for on the hssis of it prirea 14.33. IPorb--1"hc antGr cuntpletal contraction in tha ftoeamaa ximmtc fill Ruts im' in-, m lu ltc .J i, d atukr ih Catuan Dttctunfoo \oak bn and and i, rhr told in of perform inv or famishing lubnr oral dw during at'. am pafltg maorit and aypirynem into Olc cvmtru oala dial , all o' a ftunoby .,,trees vtd thrnidtine dtamerna all as requirM M' the Cnnttact I k+mmcros 1 44. 'rook Chang., I);recri,.+_r written clocctirr to MNIRAC71M i,.od rot of ollrr till EtTcctire fat, of till. Anrrrmcnt and .dpa,d h1 OWNIiR nod ncommcndrd M' ENG rf\'7:ER urJcrinn, an addiddn dcll,wa ,r rile iviat in the l\'nrk, or ow,,+nfing m di limn. or unfmcam Ithp!ul mxnikiatn aide' 'find, des' \ink is to lie "orlormcd as Rrn'idad to Ixtrngaphl'_ a 4.., or ut emavawicc undo pa..a.,h 6 _i. A 1&rzk Chanel f Deana c will out dmnge [Ix Govan Pia nr dr Camaa 'I'imcs. Mn ir.once in.,, in, mnica enTect Ihl ncl dnmgc dimmed 'i, to a life k Clmrgc Duanilc '-ill le imal.mad .t a sulxrcpwatj, i.d Chaluc(a:kr fiolln''init m{utiatiun by dtc Panic, at it, Ml"f7' if law rim t ir. {:onvrmt Price nr Gmnna Ian' as Fn,drd in pmaisaph I q2 1 4i 111rucn dneu:Brcm--A twntcn xmcn]mcrtt of tiro Cnnvaa Iiownta+tc awned M OWNER nW CgSiR.ACBpR on or aha Joe E-Non, Bate of We .Aprrmtna and rnxmally dialing with the m nonginrcring or I rpahNnd indict than etrittlo avrnmnim-related ,mpecb; of the Q+amd Documents .ViTICI.l': 2-I'AF,UMLNAR)',1l Vl-[ EILS D'Inm IJ11'.A '_.E P:hen CC)ATRAfTOR dcwm. the cveculeI r4rc mmU to MNER. CONTRACTOR shill aI., lklr ct rn QR'NlY a J h boll, I. as Cf ICI (ACTOR mat to wyuhcJ to tumid' in nrunJnrcr. with Raxlunph c,1. Ol\'NER ,hull Ihmish to WN1'kAC"OR up m wo wPi, tank. dthcrwiw .Treihrd in the Sugdcmrntnn Condmom) of Iha (.'omra:t DI.mailnl4 arc to, 1%af.artbk n fro Oe caaanion of tha Utvk. Add!iiatal uopics 'viilt leafumidacd upat "ulao. at the cost of ridooducllon G.mrnenceno,nr n)'Cootrov Tiara.- Maier v P,,,leed 23, Till Cannes Times will ranmertee to run to, Ili, thirtieth dtc aft r Ifs Edemive Isle of th A+ament a. lxpu'. �^,: tTx,u. ad,x I>I n onY , v uw a root a+no. n x�(ill'411''n[IIRR)II.ItS•xn]I)IF11'+1LILIfT IHt:I'JI�,M+nl if n N-iel to Pi'lli"d is pillat file dalmdiattrd .vile Ndia u+ l'tazed :1 \dice'n Pnxnul map ha Licen a um' time within thin, I , off, & Effi dwl Darr of the Aaramrm Inn-ex.-.wrtlnewt-a-imc r..xm»wenlo' cr tinrot-0wn--Ho•-:.wstne"li, '-xkar-UxI M., of liidopan idnrIM thiniah Myeftenho- Eilectivel:Mle ci till;-vmnmbwhichrce5lk ix <mlicr. Smrim" In, N oil:: _ COM R.ACI OR shill can ,, ,from till MA Im die date when the Conlma T ima, commence Ie rual ha' lies 14wk stroll he door In the Bile prim to the data an which the Carvnn Pima wnnow. kvan NeJ'nre.barting Cnnnnteioo; 25 Man, urdmiklne each pan of the il'ark. CWMACIOR rill' carelullc cud. and ...a,,, till Comma !IlemnatLx and dleek and vain' prnincot rival, shmen thereon tad nil uppllalblr GrW metatrement MN'IRACTOR dell promp1l}' spill in li,u ip u, IiNMNF.IiK tmc cw+0im allun.:anbiguirc cn diaaepmwq wBiah C)NIRAMOR mac diam•cr and duall all in a waiucn Iawrprcuti.m or dmi!ioaoinr tom ENSINTER heG c prwccdaig with nnc Walk nOlevd tlrrcMt hinw,,,_ COkTRA(CIQR dv+ll not he ltaillc to Oq'NFR n, EN,.IPcET?R for fadilo, na rrRtn da, wnlfia• lies, ambigudc a did apulxx' in dtc Cantles IAvvmem, unless CON[RACIOF it,. w n:w+rclMp mould hale ko"tl therad ' 6 \U'Nlin tat d'Ivs afro 'it, Efirctiu• Dnw of In, Agramlcnt Ionics mhrrwve T+ ifie:l In the (ieneml Reymlrmerla), (;0\7RA(7OR shall 1.1 1 to ENOr,NT17R Inc rcvi u: ]01l a Ixel.ninaiv prWres eeheduk utdian.tg Ole Brie, fnurone" of thps m Ant,) for aamia and mmplelon; dic amines sagas of ill, \Girl_ amadnnc an, bfilcvnrcs xprcifcd to ill, Comma lia:aalto, a P,el.a'vatn' dtrdule of Shop Drawing aM .C+aglle wlmtinnis xhich will list .till «auited olbranial and IM times fo sutiraim :, mivw'irg and 7occsiap such u,bminal, 26 -' I In no m.r u'01 .,Medal, he a lab!,! wLh ulla s 1,..ia twc 21 calrndw 1 R. _ ll, rc h Lnet xry; 163. A prclinwtr+' ahnlul, of valocs la ill of in, l\'ak l,Ihich will tnoude 4i n am. and pric, of itnns nvlvraaua, the Camunn Rdar and , l uhb+ih the Mod: into ampment part m solh mat drei! m n . tIr basis for prupr,s Rl�aents daring ntncntuum Sinh pr!m''9ll tnchnle an apprrRinle amount of oecrhrnd and Prufl applictlbla to each Item of\ladc. P.c4va anp Wod: a, fill ails i, .venal. CONTRACM14 and Ht4NF'R shall exeh &1"', to the caixv Oli,.NER wish wpi, m mesh-ItJJfla+n14-inwre.l idemiftxl-in-the-Nuppkmemnn Cmlulons EN( INF_I,A t 1 ul f` H k' d d 0 di o,rrihones of 1ltwmna fond Ivine, eriJcrce of 'tiotlmnce whinh-saber-tlf-Item-I��rm-ulklilhlral-inR) )tom toe awMly--rcywecl [ P sztµ7_I,n' 111^1Fhl hwh oAT ntlie, ,wluaw�ii-Icµur tta, x _ yun •d w pupli,5 m1d rain m aawdvlxc will rem2rephs i,-5 I� urld.'!. PrtrowrunL+n Conjmnec: pa• Rldon to lint deT dtec fn,C tot a"1'inles aunt to not hen heh,ee env tkwk m the den is r1offIld a anftTele to mlfed MCO\TRACTOR. FT[irNFER and ahen os nplxaprinte will he held to eavhfrin n ,nuking wrdrnwlvdirlp ii.1% de, panic it, to the W1111: UnJ Ill 6set1. the :eheci rnerred to gn.rAl , c po e.oe, fir bndlinc 'in, I)muviInmrws and ale, avbmnl:dr prncming A�lim,i. for -Nymzml wd mninminmg rcquir�rcmrds Inirinl{I':1 reyrmMc.NekMulee I 1n1. oth film idal In ,he Cnint a Ile n w. 1-lex:Y Icrr.M Iwo aevul Aihri'rt+ App4i s11+nAv.ta_nnem telrnt •urnl a, 1.he.-le hem< conit"no. umi4it, M ['[9k'rHAI Ir)C. 'NGINI-.F.K and nlhat ns npprolriete Jr_igmn d Ix' MaTR. Brill he held to rmku' for xemptnhihn It, IiNCIINHHR rts �neided Ixl, Ox .dr,dLk, ulnim.] araanie, wlth q i sap h 2 t_ nrl D n l- Qc rtil R p aemewc lY)\'I hA end shall Ina. anonn oe,Im okras m mnol th, whrrn end No ff e.s tool In mmplev m¢1 r a& 1, the schedults ;Jn l ire � d .,Mere l +hull at muck m. CONTRACTOR vGil EE sdr., pn vid ci bJoo. to and ncc-,table to ENGINEER h It us prrn den NGIN Thc I,roE <n me. of s' ,ill l i epmhl t C , "Era a: Inn id an hot . rarnr elm it III, li'ork to umplrin T , I. ac .pot A illlccnta and Ile Contra Times: but ach , for tlrv:r "ill neitha unlxxu on . [,L ,11 rI tine aNlllr I. nel;111eitmng, or 11mllllg rr NTRA O the lit. Itb mmrl r uO , rd'loe CO\TRthIy in h CYriw7C)W, h till WI, Dihil n" shred,. CO\TR:�Ir11 oR l te,riu of Slap Dmu•iiH and h'trupervivol ma voknin,elll ba!e.,m nor ro iceir* .F,R vs rymewo, a wjeil rcd ,me. Oa rericuilge Oi pl he ul,g are rce41 h apoibl, Js 0XV1 R rR' ,,I x h l I f v,,w.in,, ill tin nuuplaFly u+ L"u.17NIS.R a+m Irma a,ld s,tntalxc. AR"rlcu 3-COSPI24CT 11MUNIENIN: INI FYI', .ANI NDINO, iFI:NE 3.1, Thc Comtnm Dna,mtans crnnpv.,r the a.ae agramcnl Moen OMNM2 ural CONTRACTOR v,n:. rtu1E the %York. the Conuact Duouno.ts one ttml lrmrnla y; aFn Ile<I for by I I dil us if .11.1 for In' all. Iry Cenvad Dexunnnts will In, ,voed in accnnhna ,,,h in, Ineu of if,- plea. of ,hr. proicct. .._ It i. the Knit. nl the Conmim Ikmuments m L%,,, GINtoll rl NDI'WN, r0.41I la Ynllaenl Witt) OF, I OIdm,;111A1II A l,,(REVITi n Jmerib.: n twtaimall, ample,, fined (m Fun thereaj to he eonswaeJ in ii.nkni,, wish the Convect r-toeurrit,eir, 1n3' tN iI tom rl I s w uullanenr Ina may all hr inferred ft. the Cunveet [),content, or Oam1 Ix tltrlg cllsemi r mart ., as bautu <WneJ to prMur< to, intended result will "h hunt sh d end ,,,anal whether or not specihcnlh idled for. When winds . plerns whicL W,-e a well-l:nnwn Iedmical n- Wii#NUNT In�u]b-1' r made m,dni, are uned l0 rj a,Ate VlrA nmcaiil' or e,,prricio, odi uno,ds ph.. slmll ht. .1apretu in uc nrd., u'ah ihn msvm, clarifi.tion, and merpr wtiorn of the Crnlnrct IM true ,,hill he i. tout he ENGINEER nn prnridecl in 'rgnlpli ii4. s3. Rey., m .9anMrh and .tipeci)iwrnna nJ T,ohnicol Jocinies' Reprufirrg and R..hi.9 I)isc.ymncies: +,g 1. Refrcrw in aandarde, efc ihrntimn. mvn th in touts of any technical sveieq'. wgaltianion or •lmxmi m. a I. tM nos or Regvini rn¢ nl' am' gr n n I :wrix 1 " Mica. such tereretwr It, specsfir M' impl c:o n, shall mean aean the I.e ,uid spccifi<aunn. manual, cede ar laws nr a',h,, rvein,[I, m thetime efts iofHills 4*. on the bat"mire , of of the a whe nt if ,hoer tole.. su' dto uwpt a may Iv ashen i�w y f :dlp anted m theCatania Ika:wneru,. If, during the pei-fmnnno, of the N'<uk. olobil"RACR)R dimorcra env uahicL ct.a am ruitp a dl¢ra that' within the Cont,,n. d Mil " r or Mau M the ,h i..%, I ,,c rnts and Mil ,a m or .tor inch I nu , Rcr , n o n :1pp1' is to the M1rlrmlw,ev kof en.1 1 AL I ony inch morn i,d. apmli plie, manual Of code sx of nnr inaruclimofate: elirdl nrefertedwin CINTEph G. IXJh to oak Wiull ICO m Id R NdlR in ,o,,ee m row. ' Mk CONTRACTOR vkal n,t pro,,gi wrth tle h k iIt, N Ihereneonaroh Z-3) . 61 ao t ermiexv, as sulhl et e M' die (Awe ct D um:l In hi.,nl of supplement r t e Comnmt Di.L.d in kn ban e;3 tx' one or the ledMxl+ i.lirlwJ m CO[,nt \cI a 3l pK. )ir'd Ix'mcra, Our Cfll WIT I6it dtvlll oil K. 1 Ime a C)llh n L,4CI'.IIru r m ¢ r r Ixn all s c6 uiii l CONTRACTOR n atonibl, m,,, CONTRACT UR F:ncw rm mnwllvhly sMrwld Furc I:n,wn Ihnad. F_,cTtr us onccrn'is ,,ifually alined in the Co.reel Documems or as ma, Nz pro,awd hr umaxLnem a supplement thereto io,uml br'vnc o1'the methrxh lteboleJ in mm1_riph3,5 ,, 30, the ,ovisiwts of the' Cenin:a Do ortilms shall wAe Itteaedurwin n.n, in, any eanllien. emu. n.N iry or du:Tcparlrt htween fir' prrwmviu of the Contract ;_3:1, dte plolai.,n or tow' aud, xwndnd. spa.idaltim, manual. ,,& or imnwfmn fevhahc, or not apeciftvlh' inrzuprrmed by,tkncnee in th Comma Dlxurrim.)'. 1t Ole pnn•iiiens IT am' aldi I.a" a RcaWtiam: applianbl,. to III, 1nrLrmnree. of In, Wod. (unless a.h In inlc:ommtiinn of Ills 'Irn'iio ns of the Coi n id lhnmmcros w,wlJ mauh kI I iolatim of atdl Lvl, a Rrculaliai). No irrn ieim of son• such vaMzrd, epsiliafiar, manual, wdc a insvuaion shall be cffiaA,c to Iiiiingc the dwies and r,,,T iihiIa,,s of OTVNI R, MN "TRACTOR ar INGiNHER rn :nrc oM Ilmi, avlrntr, CIaX nxwlunio, agrnls or mlpkxas loom IMv sn InM m'tk (:..I, I§TnnaIaLl a- sh II if he cfTccmc to assiun to OWKF,R. ENGINTER IT, nn of F4GINI ER1 Canalm,u.:IG OILS or aaplu)r¢a anp dim or amhmtp fn agvivw ar dire. the famishing a porfama.c of Oe !York of ran- Jmy a autliain' u+ uriJerluke m,1on, bilip• iiuxlruiaall Wn l the povisnnts Rf pmagmpl, 9J 3 0, anv odic, pIm'idm of the Crown I s IIiari ? 4. t\9,anwa in Ole Comnm Documrnfs the tmns'a, ordcrad','as dir¢cud'.'a rqun il'. 'as. nllmaW', `a, npinnt,F or tame of like eRcu o, Impart arc used of Ole sah'a v ' `,ea nlvlble', "nulla"I" 'trcapmhlc", "polar III 'citisfaeim' Iv aciiraira of like effect or no,at arc used to Je. Iie a reyuiranmt. dirulian tcviru' or iud,nimof ENCENEER:o.tothe Work. it ismiia hod Ol:n vxil rcyuvcnslr.. d'urdioq r e judpurm will t sole, In eraluate, in gelle,A llv mnpkmd Iiark liar :omplianu with Mc requinmunu of. d iril.atiw in the Conies 6.xon,rms and non I,na ice old, ihr design a,mcpi of the canpJ.,J P,nlca as a funcuw Lug +rink as slcnm a indicted in the Cafwm DIrnems(undl, Ocre is n y,aific etamnxml imlianirg othanda;). The use of nnp Inch trna or aJirnthr sink ra" , eaamivc to axviga in E'4GIN'EER amIT Irauftunic In wr,,Iimc diwt IT, famishing a r•rfoasin r of Ihr li'ak or va, duty' a amhnrin Ill Lindcook, annvuibiln amven Is III, provisi,in: of parllplvph 9.13, or any nihor pm,uial of in, Lnana it lx.Ta TT,. 41nu115ng and S.,nannrnting Comma U,.anrnra 33, 'Ibc Cumrw Ilumnaro- m , he vmald d ,, pmidc. IT, addititms. Mon" and nNrwori" is the. !Cork I, n+ m,dif, the Ienm ail estain.om thur,.f in Inn or more of the folkm mg Ilfunnnit\Siurn AnlnldnxmL 35.]. u Chang, Ordar (pursuvm m plmpvph 1413j. Rr Ex"I �;IisRYU.( IIIIFTI(lity 191na" h.Lao„n u,gTY Uf Iilli'I IXILW Na nlrll)16L]V II;nNfi InLI V ,aa, i,j 3. n W'd Cluing, Difc 1o" (Tan., to ,nagaph If, 11. 16 In vdlition thr tquiTrai of fic ,)nand Ikewnmu muv ! wpplrmrnlad, wd mina ,arimioru and devimiam In the Worl: Too he nuthrimdin or ar mtra oC Iho k llm,i, anew , 6 I. A FwW Or&: (w.r. ,, Inratan ih t, S} i h, FNGrNld R'a appro,nl of v Shop I Innriw a Sumplc (purwm To paragraph. a.^_n and 6.2]). a 3561 ERGNFER's oTittm imIr}nrlmial a cdnnBcnthul (Ivusuant to rnrnemph R 41. lire r,fUrxmarnt. 3 7. CON] ILACI OR. vn II v Sulwiusmoa a Sunni,, or mhr Irrx+n r Irpra tiro Te i.miag or fwmshiag w}, of tI. \resit urxln a diral w idlrcn .moil .1th OWNYk (i) sMll nw have ca aNun, noy nil, In a 'arTaJIN'OIL in :n,III in, II:nrte rla Smca aiaum' ar arr dcumema(a, enpnx of a thcaodj p ,nxl M' ar hearing the seal of ENGI NFHK a ENGIh'FF.R', (7.1tan: sold (il) Jlall rot 11. nm' of such 1)rionnen, Sprci fa,=,a . oiha da,i mans or ary+is MI e%InCiur6 of Lh, I+fawl M aunt 011let pint t n:41.1 .'hwa arocnt of 0\YNCiP and ENGUEER and sprcitic uv iocn vnirulti: a IT adalranon by r:NCINEEk AR7ICLF 4--AN'AII.ARfLFFY OF LA.NI)S; SI IINIRFACE AND PHYSI(1%I. CONUIIIONS: RF.I:FW. ..NC.E MIN-rS f vailnbilin• nfLunds 4 1. O\YN isk :Jodi fumidt as iidmmcd m IT, Corarat ikwwxnls, the land, upon uhwh the R'or4 is w he Ixrfiamvd. rifYilL^ol.wny :sod enwmcmn for access thrum, ad such a oa In" rvhadi aie d.xienawd for tha a,,a;COiN7R.\CI0R N:pon«a,.nnMr uvinruur.plest. oV-or-Idnw-n-madvnudc-Len-ugainy--amh-Ia�xt.-i r>r ERsTa..iib—tryy,4iw en�uja'.�nm to TI"JIILcravI OWNER s I ideia J. um' rI"tri.1ncu a ra,iwioy I,a of,o fjan vpplon),w iIm aC,*ONTtllp nlatcd w ua: of lands x, fur'ti foI wish ino i i. ""kA(TOR ill Ita v, onnph' in prlir or 16 'ail ii G"Ixnlona: i. lwwnixaa 11 N a lrs a l.drnanwl chwgrs m tyiafinc ha Li-I,ii will he d,dinal ail C nix M pUn3HR. unlnf CONIm pulviJad in Ole R In, ca Dl: R, to 11' COd'iRAC'I'OR vial O\\'ll of arc urclble to vWH an ml itlrmenl Ill a, Ihv nmowl m cncnl of Imp wliuwncm,I hI W, ConIn (P ices III the [ onuncl a- n , m a rump ff anp ddao in aaiii JPo Limishine Ton lands rida - awcil¢ CUNiJ Ia C>R ma, mat, Tia 1 Iron fhereTor m ltv pra5drd In .Rroclr,. it nm11C. 5. CLICK: "Most Current Set" to View the list of documents available for the project " u Jrtler items by clicking the �`4" )eon: - Stem MV Qtla :-(� M"s[ Curren) Set n +path:. 0 most cunnen, i'5heetN Issue 5g 'I SSW0nti'�DIsclPlme, rvc� 57ie._'VIV e';.i�"criptinR (,R •33i9L1 B1 q Issue Set 7/29/2002 aCmtectu al 24%36 LBW d d Sy issue set ]/29/2002 muchitectural 24%36 LBW �� 17 Rension2 2/10/2004 4rchrteRu al 24>:36 LAW issue set 7/29/2002 NchiteGural 24%36 LBW CJ l7 Reason 1 11/12/2002 nrchXc Rural 24>36 LBW PY 6. CLICK: Sheet No. to viewl I J 7. CLICK: to add a specific document to your "Shoppng Cart" -+> 8. CLICK: Start My Order 1 to place the order for printing 9. REGISTER -or- LOGIN 10. SELECT: Process -Media, Output size and Binding options ^. 11. ENTER: Job Number and PO information then click Next. 12. REVIEW: Recipient information. 13. ENTER: .Quantities 14. CLICK: the down arrow to populate order.`'' 15. SELECT: Delivery options and Due time. 16. ENTER: Your phone number in the special instructions box. 17. CLICK: Next. v 18. REVIEW order n 19. CLICK: SUBMIT u Planwell contacts: Sam Ordway 970-691-2201, sordway@mercury-ldo.com David Bacon-720-220-7683, dbacon@mercury-ldo.com L� 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. C~ The successful Bidder will be required to furnish a Performance Bond and a 07/2001 Section 00020 Page 4 �' Ell L C F fd' H CONTRACTOR shall p o,44. fa.all addition al. lands aml ataxy uiucw into n h. .I.iral lire tiin'tio urre %ioa fnaliliesou sorttlte of mmnniils wd equipment �. ]. .IDlmurfnre end I'hndral Cnnr5rinnc 4.].i. l,a of and rhtt vgs: Rocca rnvc I, tnark to In, Suppkmontu Comfitiota his idv nfita.on of 1.1 Mb Aar Condman Throe mpma or e,Nnaimns and of orals of subawfa c, cmdiums nt nr 0 uous In the me that have -man uulixd M ENC:INTER fit pc/wutg the Comma Dcmw¢mot. and 11' Pinaiotl CauArinns: I'moat dry o int;, of rhszioal wn&nio'rt In m rclminc to ,moan, mrfoc rn aolaurhua muotan vI . ovmi,ot,, to at, site f,xm Undcmrowid Ianilnt,ai dal oat, hccn utiliood M.ENCGRT:ER in V,,ntig 11. Contact 4 _ :. Lmm,d Hefinhrt fir C AM ICl01t Ab .,,r d Terlmical DaI. OOKIRAC'IOR mop rchupm the snwwl tuconm of fiv %,3iniuti dam' oonutitncd in ash llrnos and donomp, huh such r mp and draxihes arc not Comma D.mcros 3uch'¢Bnnrnl I,. in idcmifio] in dtc Supplam,mar Cundiliats. r,,.,pt or wd'telitm, en wch'uYloi.l ti w . CON 'I'RACI OR imp tau talp upon nr make ern' Jan, agmna OWNW, W; Nki N m anti of ifNG1 NEER'a Comtltam, with reslect In'. 4221. the pletc mcv of such .patu and drmviop to CON RAUTOIir pmpac- i.W&w. but tip homed to, am upme of the moans. mcilioti , and niqucs, saluotccs and Irocedurre of wostr.ation m be milt y'd M, MNI'RAC'I'OR oil achy preaiutlmn aml p:qu-ams ircidm iboo., a oK, Itita. int000tttima opiniuru and infcamation cm aim d in mod+ mltoo, m shtm'n a i.diaiwd io wch &atririss. m 4 13 to t ON f kkc7l'OR bt pmwnnm of m ma1 .ahti dot n fi nt notmlp I data m vu:h that. inwrF,tnuirau, pirman or iidumatim. Nov, of Di((nng Sob +ar6a, or Pin' .al Condin... if CON'I'RACI'OR brlia,rs dal a stoa,,fiaz,o phi find otnJ'nion aI m omtiguun, to Ihr. aw Lt.%is wanton dotrc tvled ciuirr: 3.1. is of wch a nnurc as It cwiblish tom anti 'Iahnlcd d:.e' on which CONTR.A('TOR , ,mhicd to J, as Ixoridcd in pinvnuphs 4.' 1 nral "_3 u mmerinlly iwo oat. a 4.Z3.2. is of suli I, rintn,, as m "an, a cons, in tot- . C.." I ktaimrnt_t, to 4 ^.31 dill'eo: minmallp from Imt sown or U71X%GPF[EA.GORIpII(M. "I'll ltv'q GNimi A CI 1l'01101tI ( %)LUto- mWIIICA I It,'IhS IRLA Ipf'm,l mdlamai in the C nttaet Document, oe 4.234, u of an tmw.ual ottuue. nhd diffem matrtiAly fnnl aadi.00lo udinanly omanmtaed .ml pc"joill, rcct of tJ as Wxtcnt in wok of the cimmnta provided For in the Cmtmcl Dmoxnmts: utcn CON7A4CfOR shalL 1>im"i, immrdawl aha h.uninc tonv thacul and ttefmc firth, distoibirts om&itma tifftoaol thL, M u mofomllnh nm Nook In .mttaian th,mwiih I.,i in an amvruaa as perm,toed M. M'mFr°(�'6'_:), mtify OWNET and 'EMINEEF to t,ntit, nk.1 such cadition. CONfR..Am OR shall no wrdxr dis td, vu h arntim. re pol"men ano Rork itt monccunn dtcrewilh icsccpt as afinevid) wtl reaiM of xmlm order io Ju m. 4'A, E:AIGNEHR',, Rtt,,em: ENGINEER pill Mmolvd, rcvicw the poonacm conditions. Jrtnnrinc Ind. moaooitl of OWN -R. obw hang mUni.) egilamtion or' tens t hh roped ltaao and mhoe O`A'NI R. in t nine (111h a L1,11Ill CONI'R. CI'OR) or EN INhh R'a find'. ,and mriuoom J ^ i. Possarbb Conti,' Dot-unzno Ch.,,: if VNOINbISk eosmttd, Ihr' a in the Cnmraet DtUumcnm is rpluiroJ nsn rasull of;. condaitxt that mcns om of In., of tht cnoami, to Iziraoaph 4._.3, a Wnd {:hang, Uaauvc a a Clatmv Ord, trill le mmai as F,,dd nt tVddn to to mlhut and doramnm rM cmrcqurnccs of wch tom. 4 ^ t P.1ill loll, a I7 .r ddnoon.... I, An 'intablc d,on ent in ll(o inn f" •• nr in the Comma Timrs, M btah, toll tK tdhmttd a nl eAtan flat the aiwhar of such um:ovcmA or mealol comfition tauaea an biaease or dcmesvx In CONTRACIOR's crn at tr time.... it d for pnrhinnmnce oL the MaL, .wlyaa, loaatec to di, Gdbtona 141. such ocmlition must mcct ton ono , noon, d' tm oa gw,itt, dturibed in irvgr:gdn 4._.i.l llura¢h 4_'.:r4. iticluvvc: 4 ,2 n chonck' in 'In' Comma Dcammmtw m uom to' lictntimph 4 2.5 will no In an tincontan, awhtnratton tsf not It cm,fit. M<cedent to cnullemem In ang vudi utimum.t'. -' e.3. with rgaa to Xkorl. Ihat is paid fro on It Unit Pia Htisu at, udiustmom m Commit Ttw. itill he tt.ln,u ,, in. Movisiov of �znvlavpf'V. 111ttod I .ml .._0.4. CO'NTRAM UR shall rot In, ,,tilled m um' adin.tn nl In Ihr Conw o Nice or Inn,, n,, _.It 4.1_ CON"rRAC1'OR krrw of Ilx cnistrnie of such roILIAI.Io at Rc it., CONTRACTOR nmot a final omaaitmmt to Of\TTR in r,s o of Commit I'rme and Cmtrnm'1'fmcn W die sabratias n of o bid a hrmmit hood umk:r x nluainn'd.warl, o, 264] the euumee a( such mJifim coul.l rc,..Ibi, hm, fern discount or rcvraled ns a « nah of .am 1.111nalim irncstivatiom, c�plornuon tru of lady of Ihr ate and coMig Mu areas rcyuilrd by th I1iJJiau Rryaalau,m, a CaNact fAuummu to it, mr:dadna in a for CO.\TRAC I OR Prior to CO\TRACfOR's m:ikill_e sash final cmlmitrI or -'_Gi.7 CON-CRACI'OR ailed to glue Ihr vrI nobs within the time and .c r'.io J M, "a-'aph 111. If 011'kGF and CO\rRAC1OR va unable to UI oaitl mtrnt In at, as mJhc ametntl or Imil, of ro, such yuiaahle udjasualra in th, Cctnuan Prim r Comore 'Dime_ n 1.1m..1n1. he mule therefor ns proel)ed in Attkl., 11 anal 17. Hrracca, OWNFR, ENGINEM :sad LNOINbk'.R'c flmxulvanc: shall no, hr linhle m CON'1'RACIOR far an, claims, axon Ions or damages manhcd b, COti 1RA70R a,n ar al umrcai In with am whor paawt v ami it wd r",jcn. 4.3. Phrvmf GmNnnn.—Ilnrlrr„rouaarf Flldhri, 4 3.I. .thou,, nrinI 'I'h• intivoaunn and darn ,boon or iod,ca sl in the (:a anct Document, unh tuTao; to .salting 1-3akfgrcwnd Facilhta al m .aiguaus , the sate ix had at infmnmim and data to... ahed to OMHR or liNGINEER Ity-the,,rears Ill' mob 1lmlrruraueI Fadihlics or b}ulna Cnlrz. h is Mhascia ap¢sxlp (auriad in tla• SUltplcmmmre Caalninr¢'. 4.3.1.1. 0" NER and ENIIINIUR shall not Ir spmsible In In, ati aacc of sompktamss of aIn such IrA lral or daa l: and 4.3.1 `. Tlu sou of of the fnllotvuag will Iw rmlu.kd in all, Catudct Pria and CONTRACTOR shall kae I'll rxTvnaibi In, fur (it rcvio.'car and ,n,&ing oil mdl orfannmion old don(ai [mntintl all l:Mlrrgnrund Faciluia:J:o-ant in, ... U l in in, Cnaa= rk vmcnls.(iii) .1 arum of tic Rork wail till saunas Id ILICI I adc,groulul Fpcilau,, during alai ("')ino "fate end ryn¢tian of all von tlndcrcrmrd F.611t16 as pnwidcd in lu.,.,hc.11 nn1 rep>airvy; any ,tamape thereto nc;ulWtF Goo d¢ l4vrk. 2 Abu Sho o. Inbn-m.d: If an Cladatu ] Facilm o' unmarred o: rt+uJM m on corvigu ins to in, oho which . not shove indiamnf in the Contract Docamt�or , CC i.T R1CI'OR 4ha11. pnmtpth hamgfli:pdc aft': hnmairg awxre iltl or and before Oath" dturbinc am wns afr,""I thercbr u frTRIII ine an, 1Vmk it m o'n," th In an t.' @asap, emcrgmas requiloJ Eby paa mphti_3). l mama ., ;dentin Ill or,,h Ikdrrpauad Icmiiin and o1111) III I (ATMIA11'I''S l nl IIIIIIINN Iln�na .,till' I,ll' b(tpTIXaAAM ittlf)IPICdtll)Mi EMI:\'JC6X11 ..:rr atriun m c,z . la tivl o ne, and I,,(1R'\T:C. and NGRl4,GR_ EN IIIMER trill prompt,, «ril;a the. Craoirpnwad Fneiliey uaJ dncnninc the r.,am if any, u: wlueh a chance is leyuuro in the C'maaaa Lwcumans ur rd,t anal JoxanmM Ihr croseyuenrrs of ,he edam, of Ihr Posl,rpna i Fnrllltc If 1!\GI\T:ER mnchaka Ihn a dwna• in Ihr Co.,l Lkcuments 4+mlunlIf a R'cnk CnaV, Directive u a Cltnn, Ord,' will I, 7.1d as mocadeJ in .Arddr I l Iu a0rn lad Jocumcnt sudl cwvwyucrcca Data, such time. CO\'rRACI'C1R shall tv -,s. arxihk fort the addy wd pral,dion or inch linalerfntwd FI61a, as paraded In Inm¢mph CONTRACTOR r3x11 m,_, is, e1hr, J aIt nacmux in the Cemnct MTaa, men ct asno ion of rile Canaan 'Timm or h lh, to the vent that till, arc nnnhuil bir to the a<ua'aa, nj o }' lIhat xns rot shorn a indioatai in ]m Contract Doc.rn nu an! dot CO\ - TRACTOR W art knaw of aavl twJJ nor reavnwbly hnvr. Iron aN.lcl to Is, meve of or tohrvvanfic6awd If ORXliRunJCONTRACTOR are unthle to n,,e na aaitlemem to or at, m Inglil of :og wuil adivanmM in Conaaet Rice a Canna I lalm CO\T RAC IOR ono oak, . claim thln,or ns inn idcd in Arnrks I] atal I horn cr. ORN°I-R, I1G I\T:FR and ING IN iER's iIm<ulumx shall na Ia•. hAlr,rC VI'RACIr1R liar any chums crntr, Imws la aaamgcs incula.d a solza n,J it, CO\TRACTCIR on m a amca¢n wish anp Mhr prajtn .v amieirytcd pnncn. Ref". w foals, 44. OWNER s1n11 proldc rnoinn,rirc mngs In csmhlL,h adorns, porn, far ,hich a r:NGI\EI:RS' iodgmrnt are ne:rs^an to l.1,1l CONT RACI'OR In pared tvilh the I\a1, CONTRACTOR sin] iv ¢spmsibk for Imirta tom the W,ak. hall p"I"t:ntolxeaerve the mahlisLrd mlaerane ,,an, and -ddell retake ran rhnrgry or "I anions t,alxwt flue Aria u'nitan uproar., of OWNER C1NT RAC'I'OR s11R1111anM n:1\GINITR x inane min rcferrocr Poim is ion or dat",'d or reyuirc...locatlon Mnaurx of naa,s ry cMnges in g:ada n kcotam and dell 1, resfxmsiblr lu 1{e uzuraa rcplasmarnl sal rdo,anam of win rdrrrnce pont, by nrofraniomaih qualified Itersomel 4.5. :Iabnros. PCP,. Prmdrum.Orrm+Mws Ilbvr or )Gdiea¢rim,ilmnnn7: i.iA. OIt,NER shall h mgoxiaibk for to,A;� q m Roes, PetnJeum, Ilaauknn M., a Radio:micr Material urwoeemJ .x m ogled at the it, which n rear shlncn o, irvoi to Dr:twinge otr Sll,ifianium I. iJcmifid in the Contvn fh..a,mts to h.tnithm Ihr sap of Ihr llork and which nor proem a suia'aa l oilmen to Prams In proper expos d O'l new d wnaoAicm wiala pa l4 ark a: the ate. OP",d1ld vtnll all iz ."msihl, fur an, suclr materials tnvughl ,o the .vk I, C01,"1'R>(JI'e)R, 5ulzammcmas, Suppliers ar else fax whom CONTRACTOR u' re.{7cmriM1le. tt R 1 Id H F4 d I� N E C L'J -�-m.• ram:apt.K-wlcl.ry>.�-+xt-+rrix.A-mlrtc (' )VTAA61'PF firer ml. grn'.a rawnmmdl-w,xl +x•xJenrxyemexnl k-br4ircl'titiwrwlfe.�ek+Ys-+xn rrgraa--us-rrulxa-nu is-1V.xA-+»Nerd mnlilinra�Mrr-4>U',4'F:lFnw�-rwly-arh-pranlm-N Iba-t4 w4-thxt, ,wh wlnr+ralian- ,b,,aN-baaardun .xnulitnxl�orvin�lnlr xli'eelal-xrrx-u+-M Mahriaian the tlYxl:-lt-F)1LN+iR-xmt-(J11L+. 14J[AR�rrmn n lee ar u. mlid ml-e+or-0Ieom<wnrry e:'Iml ofnn ml,�n.cmem; ilimv-nr wnmt-Fn. wfi nvaeNtima ar-x-runup.x-.bkt:rv, winx+nx++N'aM-u'.xk-+lrx Aiiaorw mm-make n c4 rmArrnrfm xs IxawlJnl in nni..... ot1 W,,rk.11ld Y-+ava-axh-aMrleal p. L.�n [�fdx 4 rl. 14(I1p111Yd I ' nWiti):R's'lrWn 1 ax oUlas n w rrdarwawi0 \ri cl .7; ' �w.,:prxxpxtie.-i.'-rnb--,axle +en-ilxrm4Am-xp}+lywo-sitllca�F'F4h: +k+rokum: Hame.kv+-W'nsu• Redimluiw-M ar:x4-urlw. aeJ m.rrrwkvl nr-th�auito- EX:ll(:'iLHI'Y.AI. (20NINIIUN,1I41n 5114'Irlh AU-1 I1 ..11N JP 40M 1 MLII] I IlMli Kd IF0. IREI'f^Iexn ARTICIX,.; DONDSAND INSURANCE: 11fwt,, 1'grmeN nnrl Ulhrr l4rnrb: 5.1. CONTRACTOR shall flvnish Pafrnmamx anJ Poymnl B tv, eadl ul un umwnt m least equal m the Contrail Itkc as u,, oly fm the 6ithful txr funlance xrel ,,.tnt .dall C O.,N RACI'OR', abhaafmrti mdn Ule Goland Ikuvmws Thcc Fl,.,6.ha11 ..in m rfm at I mst mil .. rwr after 1ha dale n'hm fmal ry ymull Incemlea doe wary as provided <aMrwixc he I.awx m Fcculutinrs a by Ux Caared liu:umaa> .il m 6redbi doll a+ve main- mleh m,, Rands ns am rcquircd'oy tie• SuPPlemc 1, i Cmdmai i All Ikuds droll bo N the idtd htt,, ed M'the Cawnel hiclunanls ac plaxprzCiawl mhcnciwc he lao's m ii imtdli, and dull hr fi ': f br wch wrum us arc lamed in UIc rd. tiro of ,.bl P nia Holdup Ceni(mamr n( Authority' as Acmpmbla Sarni rt en F<J .! FRmJs root as Cu.1 ahle Remwrirc C di, ieC - plthl... in filmlm iln (a vt.ld In' Um . "re mdp; Iimnu of Gcrremmem All pad v' c U.S..,,q re I)cpartmcnl: All B.mde xipncd r h scam mutt trc acaxnrymicd by a cmiticJ m�. ol':auh scent's auduxiq' m aa. 3.-,IC Ur xurtte n ml' LWnd famished W CON"I'R.ACIOR as J Ivd a hrnkruP: a Mcamc inrnWw nr I. right m do hxims is termimlM in am' male whmr in, Pan nflhf Itnicn ix I.-ni i nr It rcasax In mer. Ill raquucmcnts MP;mlgmph 5A. CONURAMR dull a,iihin la d: n Jrnnliu ail amlhcr Dmd :rod xuray hnh Id'uhidr mum hr x.-.{ulhlc m OWNMR S3. Licensed .ti¢rctin and /nwm.c Crrtificvmi r� /m�mncc e 1. All Nct, 1, ald Imurnncc 1wuil I be Ile Cu=111.I nx.umcn l w h-'Mhiu aW mIi .0.d M ORNTR Ir CO'`TrLACI OR shell h c n.l Cran sureg rn inmlmncr awe ..irs. Ihll are. dill licmlwd or nmholiuxl in Iha ..... J chou in which Una Pngen in JI.W11 to Lte'I Dlvaq+. a iwnuwe'dwin for 1ha IimitsanJ ux'emger..v. rcyuireJ Such mrnr and inaumrcr nmlpnnmx ilrall :fix: mvt suds 'mi,W'vl rcyu vem and qualiGcnlim. vv as may lrr +xevidJthepPlrSuIt mcmary CwJitilxu. 9d_ CONT[AQtiUt dull ddivrt :o I'W."EZ, riUl a+pics n. nchaJJlliunal iluurul'akori mthe SUPPIrmslnn' Rndiumx c.:.,mn of invurux:e (mld aNha aiJcmc of ilcu.al rxyuev<J hY bWNL-R or n olh.. aIkliliamnl insuredl which m CCINTRlllb1IsrxryvadwPi-' andmxlnwin in ncuxd-C wish A(40iph th 011`N-1, t" dlisrr---k, cfstiTR:\(�3'Tl)R._with--axtria.<--Ian--<m:h ndJit ilmnl-irnumJ-IJem if eJ-in -Ux-SuINUenlenmq :=tNlti%ve ff m%r<4—H—Ynr{rHIRt•—IxrxL—iMRCI -xm-ex{err..w,yyrnnnl-Imaued"r-whirl-(.NYN51:-n rryuiied-xywwham urNaminluiuin u� dnaerivith lunr_emphsFaSand:�7-herm6 7 J COATRICTOR'x L.Ind'llrr In.."", c 4 MNTRACI'OR .hall pvndirseaml nimmnin sneh huNkiv and othn ilnuntnxc. as Ls xppromriatc for IM- Work hcinc fenwlned and furnished x d ns will pmvide pr wourm from cla'um xt forth iwlo\u which mvp snow nw Of a reach from CONTkA(.TOR's pulium . ;.oil funedshir4, or the Work and CONTRACTOR', AQ obligdiwn wmo du Calueml D.OnItnu wl.Ukt it u tti M• 1n(ontd w farnishul he CONTRACTOR, mp' Sub:omwaor ( SupplmQ r in' vmemc Jua11y or n .11 Of d1i employed Irc nny of thrnI to li Cks or f shoo mn' of the hkwk. w b, Im�me for aixx nm vnp of Ihar mnr M linhle'. 5AL duims wder svorkcn' .ViNnmtian di:vhilinp hcncllrs ntd ;Na umiiar emplrnce Mncht acts: ..5 4'. claims for Samacca hank. of bdih iniun'. azupth., swkoc. or Jiseax. or d6th of CON'1'RACI'(1R's emplrne�s: 5.4-i_ chnims for damnges heelu:e df hdih, injun', sickncv+ or dimaw, or dcwh of nny NrsOn mhcr than CON THAC.TOFS umployca. +44. tIhrinm-4v-Jlrml _�-inwa^J.-by-wxtwmn pxmxml-irlim W intn4x«..r.enve�+vlrieLxnrsaninal: H.+J!4N11V-R4 W r1M�Mlt`.iW 4+N-MM)IImFP�{IltSI4nN tivaly+.Jnlalan4geen+plrnmerwN-umb-p�nnrvM� 't-}ti�F1:A4+E>ri-+rye-h�rtny-.W wr-peraaaJa-xrw aVrCI-rw++al. 54.5. drimis for dmapcs. Ixhe: dorm to the Work 11111. Memtu of indn411 w destnlnion of wnyble pdpnH' n'haa'a, Iwawd, indudinp loa of ux. rrsufi lithrrcfrml: rind - 5.4 6 dxinn Tor tblmnvas Mann, al' Ixldly injury ar loth of any peran ar prgxdy Janacc mi otc our of Ihr m\nrrxhip maintmun�C c: O,, of vnl mace rehidr. Tlwf fides of inwnmee ,rryuircJ In' thuspwauaph 54 In h';V' irnd a d m:nmaincJ shell. t45with resTw;u In Ilnllmn(T reyoiral Sy pvaprapiu 5.4..1 throuo 3AC irn:IurivC imd iatl ba:IuJe ij, dJ nrt".il imuretE iwbjmt to am oustomnun'..lusi(m in nri rt of profcvierral I bitty ON:41J+ IA(r1NG;6 fN INELR's f1rn1111nnw, vml an nlhrr:eruns of eninill uhenliful in the Suf i,oImverc Csvdiliom. all fwhom shall bx Iiunl us addnioml msundc xnd nId tk.a mrE tin the respective officers and empip-,". of all wch 1cimorml ormo',K 5A.h. md.,k Ih q ,fI 'r-\ry d ix 111110,,1 f a Iridium the lunn' (j Inibi I, ,ro,idal in Ior k'ImIt", o Cwdititn. oI rcVuurd l>`' Law, w Rcculatilan nfiehcra u crater. 4 (r rnii\Idc' C(Nnpleled nprnrnl lnSllmnCG $4.11I 61l... k. m=,rIouid linhilip' roc noiz. CMTRACTOR', indemnity obo,ti m wlJr. 1mmlvxphs ti.l _, u.1s5 cent ti JI Jurm{)I � >_i: 54.11. ammin a procisinn nr ndvrunant thin in, .,.m adwdd will nm ho CamdkJ. rnit,6 lee ch:urcJ IN umrcwal nduud unlit m last Hurt, daps pries wntwn mAiry has it en piam , OWNER Ind CONTRACTUK old ,, awh otlxr VkhUt xd immlad idcmd ied in the Surydcmcmxry Conditions to whan Isr-ili.w of unworn:, h:;s been L cd (.J dre oertuicntes of in<urnmc I'umislxd by the CON1kAC'OR pwwxlu w Iuraunph:7.3." will u prrn ide): 5A 11 rcmlim in dLcl m ICm1 umil flrml ISnn: l rime m nl l nimea rhercnlia when CON '1'RAC 'Rik mnc be coucgin, rem. hr_ w repluwlp ukkary Work in .,cancc wuh prmcraph I3. 12, aM 5413. with rrspml to aompkled opCmlitmn WI;n., and :1 + pimoi11G' \na:LLe NIIttoi Iu .iimsmade rvvs:- rornmo n e0eo, Iw m leas ove ears Arr Ural pn,mr riand C:UNTIA CION shnll lumish OWNT-H and cool, olxr uddniomil Insured idwifed in the :iupplrmrnlare Cxldnhns to whom n arift"t, of inoxio� im. lrcn L>Suml aidarwo .m1i51i1 von' m IMWER x.I a such addniaud mlyd o11 wrninumilm of a 11 nn lr.Cc al jr.1 p4yrnau and nrr year Ihrrnher) Ony\ZR'.. Linbitin' Irtm.nncc' In miJilim ns irrumr.c Ilolmn d m he prm Ided M CONf%WTOR wdcr Fnmfnph:a, ixNGR. or Ci\VNHfi n option, In.,, frumhnm ad nmirnain n1 OUNGH's s}xnse oik'NERG own JmNlin' insurance :n will tmlvc; O11 ER.pinv chins which mar nnsr horn o......on, un.kr nM Cnrma" Dxumrne Pxrrm Inivrrurcr: s,{..,_...,{7ulerc..mlmwire prcw WcJ in tfw Siq,timmmry Comiitions:- OlkWEK-. slMl-qml imsz-_•yrd--nrvinonn aflhe-full-rq.lamnrnr-rxa-nhrrcd-{,vnhjrn-aIn such dvipfemeromy Cma-corm muv....hr..-pnwiekol __in_ mid Supplenreawp�-Conditiwn-n:-Icquirn4-M�-Laxs-� and 6egrilmi+�i.-Thu inanvlre dcJl 561 _yrrchNe __.Ilx --NI Icsts-__ f-ro"IiR: �Y�2' li�/Tt4f+`—.N hunxrwvas--�6{N'Aili GkG \F>Eii b-^+w.wlwlx NO,1,VI r.xir v( O htmns mnil'Ie,[ dormifl+eblmtM I,,im .mn instI IN, inti(nn. adVm lrfie hq +hxme nioh vC xn$mm�Nr ,,it and skill Mliawl+n: un-imunelrcaJdhinnrlmwre:P: J4: -. I. �KT:nen-. --HuJJdsHak=n-ru4'-.x gtrnywdl+-�gav+ix!-(.1«ee,xCiwny..lxr�lxx ..-....•.�hxk-u+wrmwe-kmk .-+.r rLwmseaoJhe-iler4-lrmiwnn-hoildimz+-�nJ>woek xrxl---ll'arkwirm luiauml- in,., h&. rg-,mm nd d Ibe k+llrw+'ilre---pe J Hre�-4ighmir�,�--ext<nlrJ 1:l(31('61'NuJiM comnmolvc 11ma 11'^w 1;mlhao 1 u� (l Tl' S:1' I l:HTOW M 11 L9)Illl'Ar1U[iti f1111\'JPIMxn H •1 N N F i N wvrrxge,-alrell-f'alxt�lim\-xrX7-mnliraaus-m;rchieL nmhywke ._amlleryla<.,.--a4N+ris--Iamwx{,_akmada«m ,w msL+lxv7-ly-m{.xunmsNxdLx 's-aall.epuhxkms. xlx r.rynvf«3r{H-+<vxir<J�w-UlmSutxfl<nlelwxlNaX>ti. NA)i,-incluJe cvp xwer-;rcurteJ-in-ihe-r<ryiir-v rrpUlcemmnof on..ircalmA. 0 or k)'.fimimiirg'lwl.aA wGnlca4 ): t�J-a�..er mukmnLs nlrJ<yuipmmk.star.J m li"W w nfnnnherinatiar JnrwxsngeeJ k"inxT;tinely «1L'#iiR-iX+.x-uv'bnwp-wra�wl^ PnuidMabnl-uwhaKakerwL-afJr:fuipmelahave-ix en wluJed-inwn-.P1`I+exf;nrr-I.r-lMymrm-rda»nmenkcl S.k..S.-H,�nmirxxim'J-xl-e(Iu;1--wx;4-1'inr,{-p„-wx<rn+z ...�miG1f� _ ___ Fyn-wlliteY�{y k(hAnl, k,.,' K!ME F1-xnNJ-hh1,m'gW-EG(R1toi9j M1Urf,l ' ,-xlX If,fKMi<-H411W KM1'-!X[a-1<[n KCUM- si—,i��iv%R-yVtl(Nyx3rCVXFi[-xI1J41nnxtflm�1. 11C1Ti%ni„I mfrlixmabirxrs�imxf 'e-Iwklaram4pr.,pnn.'-rrwxmrw+ rs m hr r ymred M dx Sulq,:nrlmU f rJM1nlm-aX 'vwa mHF wMlinrrwlxd,-.w{Ivw(ul<-U imee<x>of �J11-"„hRr-c-.USFIi.\(-1?ala 4durm tr h-ti;:i}YliFik; 1`.�: �I�l„{JjG{`yyµ\Ilrxq,:aMlilx': �Mlrr-pemnncax'-enixi<i N�tP1r11T1-Mi11M1g11p~tm<n1aW(-EM�drkxxf.'rrtVKi�Qf-K�1xR1 i.-0xm<d lo#wf<mtifwumMr immm erNdwll brlivn}xs m»rx:ureJ.x-xS:i'lui,xX,l-iasureJ- s-fi--ip-3wTdi.tic..,f-nnxrerX•rr,vXH;n-.>•niVXxre.-ev :xhar�,v«kr>oe-there(+i'jrz.ryxrn;ti.+-!X!-i»xeb,sad-xr«f mninwinM bc41i'I4LA(nalum1xrrc<withprmpmffms r1 mXl-+3-will.xmxrnlro-{»awi.nm.»-rrXk»wxnN-fMr-Lk< r ga' IIm:LJ- thn" f, x 1-vrr«ILJ .,,W r fi�eJ 11'lal�l x5l a6sprier wnn<n mka-hx b �n•em 1 (ril Y1. I2--vml "..' h , I.nx;.,I x nd "ll wMm, x ceniikanenl( treermxx-hrs Iwsn. der. - will ..mmul-Kerver-Ixa+isiaxm --in-ocean Jnrc<-wikh rxfx.�mpff-t-F-3- 9 011 UZ .IXIII na tx• regxmcihL fix r.r hlv gl xnd mainUrmmc my ;11 all imurarce R, pll*,c the 'nn -exi. of C6N'I'RAS.7 OR, Sub vnvvcunr ere uh<n in dx-u'<x+-«+atu-eecru-aF«m-akak«a;tk.mn»,nfs+n,f-xrc iJmuf Ji khr5upplwrnwrv('cmlrtexn I'hcrirL-of M wNixnwchakrxd 1 kxl uhrrvmKK xxw.illlvh»m' lw�eh's-Pu1C-FoaF� hxrm M rat ulwn li<dneLLwlry vah bw uml-fl-unv of Ibroo-wisM pngrny-maorxlwe wilFlin tlx-limits-of-ru fi.xm(vlxs.-m<h-mn� {Xrt.ilu<xrul maimninit XrfM• ryr:eimr>Msawn rs7Xrrtv. i I ). !I COp7R 1c k(9A n<yu<strin nkit¢ that-.tb r q irc.-rmrmxrfm-hn--ixuhx4rl-iin.-1the ePr.garw-yreulamv 1R,VA<s-Ino-:MedyxhL9-1am,kr^P*--.MYi-+.Y�>;= ,IX,IV 1 ix,nxiMe- 1 k .,X:{,-inxlm 1-4he-cafe i11C ,f WJl.hatilWr�tt! k %Q1'7-Io-M:.7l(R1R-xiN»gx'mle :; hxff¢e-(kder-tt-lt'rNrm-MrerxMen:—Hw-In U'11,'(EMX,.AAONWIOh Mllc1I"IEAriml III ni (M 01:1 tWt COLLINS al(AII ICAI 10R5 MEV,r:!nnl a,mm<rc<mml-aflaw R'cxL.eulKwe: 011'hTil.-dwllin W'rilirw mb4w�JtiTR:eiGt<)R-whrfhewx-mx.wnho0xs ;murxnulxlsl»enRraX:w<al-b)"(aUZ.TsR: Fi I: i-0N -FR xrd CONTTCA4TC)R-inkmd Uwl XII Nlicks pxrdx,uJ in Ixxa(1... ..th {xmL^mplX. j i, xNM'f�a�xR<\M1<x�-IN-IIX�mOK 1hflFrl+rY-{x1rM mekn>6-±IMh-\varvar-nley-hnce-k,-0m y�wemia� ' ii1Wmrk. bell-hy-l.)R4ail.wswrvm-a\r�rtlwrwC•z {nynhic under xnypnllg xi:uxleal .a1=M--«JJikw»+-(=ll-tiViK-xxw'a-frll--�rK;IM xuuna----b'OMRAC=]'GIIt,-�---.Suh:.w+vuavxs. Evf,{NF.Pft-£i3GFz.'cER'.-�>rnrdxmfs--nrx4-IM WI c ..Jir<.:kaxs: empkwm�nN-ngem: oLong-af Nm he �a-12-4—k�v.Mxm1»Xnnrx: imemryxn»x-{nx': M-uv- a-, ulha-urrx,X{uamkwl-Lxn-anlerWllrx L 'WXl-.du Y--ibyuuJ-lass._n-,Lnnnue..-R 4Nkr3:'Y-+nmmK�t»-+he-Ni•rl-ene: i-hr, uR wtofai.,u]ng l WNMR -axhenprnl, Mihrfmnoumuml M'ON.\TR mi 7wy,raax-Pxna7nr<etcvxfv.FM-,.r;xirg-rml+,f err <-,uWrE-iaml�f-9hv�irturcJ imirv<J '+- m-Ixa+pm Irew.xm rm { m-ilw anrm?I< (-R-jXlfl-{IitFaY3(-} ' ll♦ViSR dur+rV --p 10. uxl ml'Lm-. prvwnl..-_ko (:urnfxn;Jl;s,IfJ:-n(fv14 N l .tw,-fkanpkkitm pxrwlmb+a pmx�rp,h-N &(x-xir<r-hrvq-frmmm purwanHaprm+LTnplf 11.IJ; .W.-,mumnu�pJiU-nrxwnfr«.F-by-Ptt':�,<-c.,.<fing nnc-1, -In 14e,- f»rnlrrofN sN-Mll-. » +gm,waaeanfvr :Ilrr..etT.M1x-shut in -the e.<rx-art-t?xrnfem tff an\-wxh-Lws-Jxnmxe-ax :,,xea{uemiM-tree-she-;rxwrers-wNi�llfce-m,-rw_hrc-al 9 ra:men-a:nimt"Pm.M-f(l\7R,1(TOR-lulclMmam, IiNF:!>T�,-wed(:RipSsR.'n-famnlildrx.-«rv1-1M�aNinxs. tliW:Nnh-CPIj)IWCC}N{yJ.xn2M+ell-lily-l+fnhrnl� I(enyn nnA.LrpGmtiw , flruumncr lYoreerL: 5.17. An, insured lass amler the paioia of inwnnwr ,,tii od Ix and 7 will be ndjunal with O111sGR and made lovable to Olt NI-Jt it, Wilma, fa the sslued, as use guia roar uWmn. ,a Lymt to us rs, eyuiremcros of anv npplieahle nuingnge dini, oath of Mi-agraph 5.l3. MWER skill dapa:it in a xp.te Deem. a ote' rewired and saudl de'anhate it in acca,btwe ms, with such »ucemeot as the Pont" in imereha intohooch If no cther spacial nereement is ranched the da raged 1t'ml.' otall he retained or replaced the meoev,,n .lied uephied on ,taunt thereof and the Well, ww the cm thereat anad han ipproprmto-0hmgc (kdcr or @rntwn.4rnrn,Lu,tnt. 5.1%, MVER as hdueian etmll have porn m ndimt and settle erne 1= with the irtwren unles one of the Imnlus in u lnicar dtnll ulpeet in "ain� within fifuvt Il", after the ncaamerce of Ions to OWNHIR,, ce oa. of this power. if weh dgmion he made. OWNER m Iim ,arc doll nmkc unlemcm with the insurum in ii :ardmce with won Aprcement m'. Lee ponies in matron map roach If no weh agmeaamt amm¢ the pnni":.m iumma I, itu,chd. 01LT'Eli as fidueian shill adjust unit wilie the Inn with In, inwrus and-i(-+ ,Wtrsd-»s�s:wtilg-lw-xm-yara�ix wlesea-(>Ll'JNiI:-ac�,hwi»r sl»,Il we-Mel-for-tbe. Fr•'trei'eKamxrtxat.uN.Wric: Jecepmnee nf6,ntM mu(In.w.arme: 0,moa n, R bacc' S.IG. 11: en'—�-o,=u?a�.�El 61t NER has an, ohjeeii., Nr uw.sang, alfa,kd hl' a M ic, pawi eat, of the Ckoids or iiawimtu coati-,d to he pumhasad and msiwtinrd M .he mire-ymra- CCasIKV7FO jtit au»dmwc atilt Mice 5 on We Istus oI no"I rmarwe wit. the Conaao [),tlaa...I, the ohjceting p,nv:Jall-„• mxif; tk-uthn pin Cj% tiNGR will mrm (,yJ\ ;IA(I'I OF t writine ,,thin ten filiam dnps aft" taetpt ddh,nr of the aetiCumes (a.-nJwr.+'Idelwn requeaed) r, _l�Rl$f;_a, r,nrted In' lomarmlt _ i ,1}eo, .1t-o,.,—..{;o:�1FH:-spnlF-c,eh-w,.rnlra,�mr Mr�wch a.UitiMtalinl'onnxtiow-(n.ms!+em oG iumrxnu pan., dsexnot rinaua-mnintxin ell-ufthe-R,nJ, nrNl ,r"lame,],. the Latrine or in iwee w to e,Nose of ]he tort ontmci FYie, e wvxd. 1'aniul Udlmrirnt-Propmrinmrsome: M t, if O11'IPER firm it Ixccsa, t,, xoti y or uw a pattnn cr pviioirs n( he 1\'ork prier in tiutsumial Complellon of all the 1Furk, we, ua, o o"No," mat' he tweoniplishcl in neennlxnee with naagaph W IQ hprroiided tun no such to, of occa'sv" doll camm.uace telittc the insenels p,nr"iding the pm{rny metric,, hnce aekmndedgd rnnicc thereof and in wflits e(Tend are' eMrmeu m e,wmly nexsimreJ Then o,- 11, ilwrwrs providi' the gop.•nc inuranea ,hill . seat br vlrkrsuneni on the loliag a fptfieies, hot the It.. erli. inauarr< shall not be ao e,11,d at {icaaaU d to Jahn, on a"eali or."! welt lonial sue or,cat".' AH'1'ICNh: 6-COST RACfOH'ti HESI'OYST BILI7T LS Su/rn•iv,m nndSupennteadence J.i. CO3MRACI'OR shell svfrn'ixc, ''"9vM am direr, the 1t'erk coniperenth' and eiTisirtah. ,L.-ruin, such lineation thereto and nppiyim_ such skill'. and omu.riv as a., le ne,:eswr)' to pon:.mr II'L tCn:k In acatrdtmx with th Conerael Oncamems CM I RACIOk shall K ioidy rcgvomin, Leath. means, mclhodi raitaiyue, rwyucnccs and proacdurch of ennvmwiot. hill (:ONI R A( I-1 OR shall net in, responeihle fM the regligmol nl'nrh1l1 in the duslyn or stvcifitrnion of a steefic Imam. at," . r,ctuvµm. xq.n., o mo,clwc of msme,im which is shown o in.licatcd in and ce,,rewly r,qu oed In, the Cmuva Ua:..moms. CON'1"RAfa'OR tonal be reglnn liar to tt: that the camphetd %Pork amlpaia acnlmletw with taw Canaan Ikmamentt 67.-ONTRAMCIR shill kern on llw Wit: at all time during ia, totorc.., a rnnl,wia .•linden, xulm'anerxknt who shall nM M rerle,"I witmnt writ"n notice k, OWMIR Imd ENCE EER vncep urNer ,wwordaarc eueumvxrlee. The it,inacohn, will K CJA7H.AC70R's wpesrmta, at In,, sat ond:h ll bate uuthornc to ad on kktlr of COtirRA(,T OI(. All commm'i.6.'n In the superintendent dr dl In, ere hinting lie it ,n., to ('O!SI'RACfOR Luber, ,llirlm hand E aiipmen, suitably aashfid pemvmel to survey, by out and tonorao dw 11'ork "".d by the l.'mwi't Lhnumcnts. CiONIR-I'MIR shall.) till dmu..nnintuin good Jiwtp6ne end ada at the simr i:.segrt as othrn ise reydveis far the vden to prommum of grin or the IN.". or propmy m the ". M iiji-xnl timretu. arc! escer, :s ,Lhmvhe indicated in the Conuoei Dtx:mnmW. ell ll'orl. at Lt. it, smll be perfmam d during re-radur w,rki, blurs awl (-M7RA(10R will m)l rmil o'mimc work ee the p .f,m aree of Want m Smwda)-. Slnidn_y or I. Iegal hohdop u'ahcwl OWNER', wuiaen am mr given afmr pria '•oleo note, w H!st6li'l-Lit. ,thanti hot..su�nLi1 cte toy E=GIilhe ti_n Icas_thn, aR tlrnrn m adyrro< N erne 1\_xk_m he k'euar«I on Se H., Swa.Ln. Nol idnva a ouui,k the Reeulnr U'rrk.� H,wn. L1 Ill it FOR 1. IxaLls,,. �R 1`tIIN I Kitt L31i V 1, x� ('il'1' l.t FLIN(IYMA.ITI 1.11 )1)IM1l�AllllKti INLI'a/!Ie411 ',i b] m {! FIf all'I Pi E I� d na UNor. mhenal¢ vdixd .ill in, Grrcml Ruryimmstc CO'_QRAQ'OR -kill fmtiJI nnJ It.., full res"ibiho fur all mlttcrrala, cyuipnlvllt bdna. mtrwptrntntn. unNmchan uNimnmt and mnollinln'- 1.4, upplialua, furl powae 1'cht, hl tdepllone, w91er. mnilnnfnciiities, temryuan' facilinir< and nil 'other dmiliti" toll ilu:idcM.Lx rwc ssan' Ra If. fumishirv, prrfonnnttcr. Icaing man up mad mmpletiml of tlw Wak. o91 1'uMu9Y6 krro k (QNFR>M,71SX m m uvmtpl uifh m C� h mar mnom,., AA fIh I Ibkf olhccs of Ihr Wr3rai nc rd Rid: M1lnm .+nsl pivi pion nr tla Cnv C1<rk's oSwr, rii_ (1•mcnl R.otion Ca, of Fnn Collin, krSJlmtna J1-121wlcursthat-Ilf IIrcrs arv!oruduun of clement c_r prnducu cnm?i�_cmrm tin cemlyih�t l2 crincm �fvy fwt_mPd�_tn rmlrnt Aihlythal teat hazsdcw-i waac all a liwl 6,5 All materials and cyitipmmt dlall he of gold ytmlir' and tww. rxapt :t oJleruiw pnrvit1d in till Cnnvvn Ikwlmenlx. All ss:omnmia nM guamnnvt spccificullc nnllcd for M' din tiprciticmions droll cvprnsl}' tvn to Ill, bvvGl of'MR T—.R. if ,torcd n. r:'NM—MER• (IMI'RACTOR dull fitnrldl ausiaann' cridcrcc lin ludi g reponv t f t yin d tests} III, kind and yu lit' of ofattitak ad npipnmt AH nimcnals and ,.yrtwill stall I>.' zl,licd installed ,.o1 ,eeud, tid, ckarcd and cmaitimM in caxdnrtcz. w 1h insrrucdms of dtc npni.hl, tioppiier. e,,I% nc ahcnrim providod mlinc Camlaa Dox-ulmmli M�Xreo .SJ+eAule.' f,I, (S)\fKAM OR drill anode In the prngrc. ¢hrdulr anal lishcd in aoccvdtnwr with Inngtnph:9 no i1 fill, br adivatml Gom lime el now m pnn'idecl below, ( C. 1. CON-1 RA..IOk skod xuinm I ENGINEVk f. all Tam (I in, mlnIt 'ml'mtcd in Ixlrf,rlh29) Ix ptwed ndlusln ins in ill, prcnrrce: shcduly thin will Inc ckusE. Jr Cmnrao'rancs in, !.iiirarnc 1. Sonil adjuamcros will ccaniorm grnrndh t the p tmevs uh I lh r in Ji at I d .klIbl.dh will vn plv wIIt), Ire 1 m'ial Ib l,I Ilu Grrcrai Reyuirem nu nppiaill IW eto b,;2 Wolnxvrd Idiunmwnu In fill plogtic. hdule that will change the Con"o-Times (a LUlosunws/ skill be saLmoitta l in ac or hnoc with the n... anents of rynogrnph 1_I- Such uniuulmencs mar tmh' be made Iw a Chatcr CAJn or Wnawn Anm» nlom in .mcadmo- n'llh Arkic I"_^. nil. Sirbonunrs no "(lnh:nunl" /+rnrr: 6,7.1. \Vhma or un item of matviul m auipmcnt a ,Wo iGrd or daoibo l in the Ccmuau Dtawumrnt, Iw Lain, the rwmc' of a In "richly item m till name ad. }nnicnl.r Supplier, the gxcificatinn n, dcsaiptim is mwr Jcd to rstablab liw t,,. furctirn ..J 4.Im rnyuved. Ivies the gwmlll=,on nr dronpunn I:) 011 f 101,1 C'(rNUI'IIONY 19nt.a 119N1 111,,, l I� Nl CIII Of I'(11�I1X14.Ll;us: I1<M)ItI CAIIO,tlti n<L\'I ^IMliil mntmn or is loll.mxd Fw words r,.dir4. flint no llkr, aluicnlunl ca 'or -.gaol` iw or no vdrdionim o ,nnmtJ other itrmrc of mntrr'ml m'Ift InIt o9 tnoo,ml or lcuir. nt of other Sapplicrs In., br ac,,ned In' ENGINEER III the foRowi, cirntmsnocr.. '0 1.1. 'br-Lgnul If in ENGINUM WI- disaetirn nn item of matcrinl of rWipntmt molnsrd Ls CUND1 AC fOR 11 f r lwltlllll cytnl vuhmmmed laufl tsd dm..1thil n. charpc mniatnl Houk will br nNint l'it nmy F. unslJercd by ENGINRRR s III°o .'xfunP itrin. io which evirw and vpproyal of III, pmpawad dent mny. m ENGINFUt, mil dtu:l- n. Ix acctmpltshccl without cmtpli.c with wns. el, all of thu rl" un"`w , im cccpumcc nlprgxv.:d whaicu¢ ll.o ri.Zl_. SY+A.ninnr ltcnu. Ifi.LNGINEER'swtc dlsemia+ to item of ..trial or cWi ntst pra(*ncd b, CONTRACTOR Ills not�goil . as nn "m.eyual' ium onhr r.hC.ntpgt h].1.1. d will Iw aalaidrmJ . in,"d Imlaimm item. COX Il :AQ'OR xMll wb." mllimem ntomtalion as prrnideJ bets w, .111. F:NGINFF.R m dcmrminc Ihn Ills .cm of mnur.1 of rWipmc. Irllprard a ca11h.111 cyvitalm, m Ihm rmtxd mat t c pl ill.: aviMtitut. th rlir. I he Irocnlure 1' r r\ III. the ENGINEER will ,whI& tln l.Ikv,v,q As .Ppinwnfin tin Gerernl Re okwnems and as ENMNINF.'R may drdidc n lNnopoIlw under the cim,norinnces Ragnwns for m m of proposed sAlAnoll Mots of 111 nr <Wipmsl will nm M .acptof In FTiG VEER from nncorc mllc: d.n CONTRACTOR If rn\'TRACTOR wLdws 1, furnish a It.. a tobmilmc iw,n of ..turd a uNipmmt, CONTRACTOR dell firs make ...itrn :lpl lion v, ENOUNTER tin uc.,quf., IIwncf coih uu thn Ih p,a da(witort w'ili perfm dy .ens to Imrtan nerd a .. the W. 11d for M In, •nlcml J akn rc limilur it .., era to thit epa..Ifil,J and h, sunrd to till .nw use us dot spcofi d Illy :,pplkuthn will vme Inc ewwm. if nw. to w'hia dw nrolunuon and tct Tlmw.. of Ih. rnlrc d whim l- wlli i d r C0A7RAC TOR '131 nt of WoloITI ) Ctmpl um on (low. h thrr I,, not .."l.nsv of th, nithanuta tot ua. m Ito \Volk will reyuitr n .dtat>pz in of dw Convaa ftmom<nts for in " Mlwoion of any other Jinn cmtmo aith OWNEK for sod: no thv IYoiatj in adopt tla: &n, 1n If.- pnlneul aubsitutr and'Refill: or not hluvp.rcntiat or t,w ul till, whnhmc in ,Ill wIth the Wolf. w mbjat to paymrm of and thefts. Ter In mvullg, All v riminn' of the p nu-d suhsmm u. Gotkn epoeifrd will In identltnd in fill npplieaticn told uvailablc In.rurnmx, tgroil and replu onforn srn'icl, will be indicnrad 'Inc InIniuticm will A,, conwint an itanacil catinmtc of Ill costs . crcdin than will nwlt dn.11, or iMirrNv time narptaticc of smch subaitalc. ntcludln casts of mdreign and 6,m. of other common, ntTaned H hp dm rewltinF e}amn all of "Ind, will le a,ndJernl by [c'IdGHQU? in a'xlumiT the fa ,(Ktsul wbstiwl'. FNGINEER mnv reyuirc C OR'IR.ACJOR in [:mid: aJdmm�d data nhwl IIK IlrVll[tieJ Slll?\1 unt, 6.7,13 iC?TRd0701f :v lG'Nrns:: Al Jam n, be TroviJcJ tv CONNTRACTOR n' wFR,n oC mn' mu d'or.'uunl' a Yubmiun, imm will he at CON FRACI OR', cworx. 67Z tinj Yllrylt' CINYInIt n,n Al a.kif UI' Yrwed..... IC I Brea : nt.nt. method Iedtniquc. xquma It 'r IJurc of gmswmimt t shnnm a indiealed in ond e,pretth. rrquirud he the Clmmct Ilxvm.ttc (CO\'1'kA(:lOR ma,wnm,h nr uUlix a wbanml nn,.. medwd. ushnique. :xyucncc a prnccdmc of cmmru:tinn ancptnhlr w ENti[NVHIR. CYN.TKAM OR -toll wlmut w111amt ad.,num to allmr iAGINFUR, in I(NU(NIilik's udc dtt r tim, In Jetcrmit Ucn Ifw wlrslitLHC pnufx,xel is equivulenl to that cpnssl)' canal in, In, Ihr Cnntmct Orourn ms Ih. 1.,.dwnc RY n `w by FNGINFlik will h.' similm m tha; prmidedin mM-nrnglnph Ii7. L'_. 673. bzg,n,K, E,,I1uw,al: FNMJN1T..R will A alRw:zl It n.mthlr limr mhh,n mhi.h Io m'aluma wch nrnl. l o "Int" ml mndc puwnN la pnnmwplu67J2 nod ,i Z_ MJGINEER will bcthe .mk judu: of acnpmbibp'. kn 'nI,qual' a snl ainne will he ardrrxl UTIEMl 1 nr ulilimd Ydlbul F:NGI\lif X, prier written acucpmna which will he st'Tr'fcnmd M' in, a Chango fmhl ornn aprynced C,0\ ACTOR. VAt .1 mac COl\7RACf(lR to fumiJ, m CONTRAGT(/R's nge;nc a gl'inl pert nmsc guommoc w ai'r wrop' wnh I'9 t Ic any "m qual" a subailutc. 5"NITR GIwill n,ond Ihne raquiled by G::Gr TM mxl GNG[NEM, Cnnmh.rv' in •aaluminu vtlmiuncs pmp.acd a1 suNnn"'l lw' COM RACTOR pu,a ant to P m;nIph, 63.1 ' Intl 6.7.. arx! in nU:inI, cintttuca in the C'ornrxet D,>v'un,elrt, "I in Ihrn'm'ition, oC lay athen dn'a nmpaa .e'Un OWNER lin ,.k at In, Moieeu <uui,utrd Untdg 'MKIh,, a my L\GNIER uu rya n anan l 1 , subrr awd h,' CONTRACTOR 1.0NTRA , OR xlnll nrin,bwsn OANIM fa de• cling, of ENG19TrR and ENGINTER's Cnmulmnv, fa evnluulirp .,h wch p,hwxd auimi:nt a.,. 4_H. Srrkvntn/arra. S,rdim and Othrn: 69 L CON'MACFOR shall mt cmplrn' Snt"U.L elYr. S.'lnrr a aht'r'x nI( a11YNlAlnm 6ndudinc Ihxd :,.Mablr u, OWNER ual 1VGTISRR ns in licmul in ryraemph 6.8.'_l. ,,heth. hu,Ill, a us n •abvnum. uguima .shunt OWNER a ING11Z'ER mac hnee IYa.hle nbwfilm. COIN I'RAC TOR shall not Ix nc,4 l w cn,pLg :my suh,:nnrcuuv, supplies a other I,c�-, It, auni>atim w fumish a periwm nn, of Um XF l: upnnrs, ,,.I CONTRACTOR lint rearm sbla abjemton. a,J tl ll'11FHJRT lT1U.lAP.A11)UIYIt'•\11lIll lltl:l'JI11NM,1 CONTRACTOR s! til oa4rm ,>tt kR In,. '(1 lera'rn of„Ihr 11'ak with„nL. oun fag.'. (1hn,,,is, 1101 }n&,m,,GItn, Thin( k'! rk ty.I, f eh II hi mlerve,wl t r I 1 u the N;ml, dt ,dqc of .cnich 4�Ixls mrIr:J il_wi =� mcnl Vt J,�rytr_ct Hire. 6.8'. nIrim q.., the id< nt, lien Lliddin plxattntn ,cyuur Ute iJaon nC ccrwm sub In nictt, Suppliers ur ,xhrr ,hmni,a m otgnn'! it s ' f ntc Inuf' ,eho ,m'. m htmish Ihr pnincipul hems nl malerinla cyuipn,rN) In k suhmtved In he FfCCR in. nMaIt[ Lhc Apceipe n fw J61e 4trim e) U, ECfcttik Cralr o[ the AEncemnrt fw ncmpm,ce h;' OAVNISR mtl IS!CGIK41iR—aw1—if (-'thy 1i:.(-=1':3R_ere,._.snhn,inee4—.—lKf-Il,erml'—in owes IN".»iHNGINilik,kmenwn-..C'aNahI,rms. Ot4NBor or Ihngni nik, ,UI,nwna' fci,hcr in , Inc-nc- a by t tin. In makr n'rium oor Mic, lba do he tdart i"unnmd Lx b,- C" n F nhwmim in U,c biJdir¢ J.cumrnls n: the Cnmrw'.t fkvvmrnml ,>! , ' p lF a Fall"' F. ftnt, tp such nu*']] eta, Su I, I r ,ahzr,'anonm oOWN tiun,H IINFInnm ,n,iaur of :nw ngle of OWNER nr IiFVGNIiIih m nc'kc, 49. o.•,. L CO\TRAChC,R h,11 lt- fuli!' nu,Irnxibla w Nk NMR and EINGINTER Gn all .,I, and mni:vsSmu al'Ih: Subcnmrtanrs Supplier: and othcn pctsoms .0 uremuznunu "R nag or foolish., any Mlhe \l k rxlu a di a indnm, ontn,a pith CONTRACTOR jnro ns C7ATRA(7OlZ in nq¢mublr liv CONTRACTOR, awn nas and onnssiom. N nhinp in I C,,nml D,xvment, shall .nmo Ibr Um bend" of an, .0, 4uuca,mmlm. snmhn or o,he.n p ,n gx.tinn a,am tual ydaliurtship ba..c OIENEW a4 Ei^:i,.^ZIiR ..] Imy ,nm suhanuman. supplier III, other prrnou m o,g,mlution nw sivdl i, acme n 1bliutGun ,n Ili: pat of OWNER ,, LNGINEEk in ry„m h, x'n ,, trc pn.mtml of xm' mon,, duc any =:h 4,honvaon, Supplier I ah,m ptxam a aLanirutbn except x In, nUsn+iv be n'yu!wd by Laws and R.ptnttwn, Ot��'R' INkiF; , fFmmsh a an ml_cuw 'Iwy aa•,p1.,: Ix!xt pecwp `c,(<I nctlinl a Jcn p_0tt15LS'tJiml_tl` CON IRAAM OR calh_ro: w.h COTTRACTOR*S'Amli.mn.,t 6a A,n,,nt'. LId rN l� I Ir-1 j H L" J r 692. C01,7RACIOR s)n11 be sold" Irs[.ible for s'chululi"g aml cd,r<lilnnlre II wo,k of Subm baud, suppliers artd dhu 1 ,rsoos w d n!_n tiom Mi.irg rn forishi, Im of ahc Rik wrskl s dnc I ca inJ I .,1ow with (ON'IRAMOR CC NI'RAMOR dull re,,f000 all Subuo+trndurs Suppliers ad ,, .h direr f+c. aril, otgartiZnion, 1'r,fornirV d lo,hishing oar of the Wok to crnnmwdeate suit, the L'kGNLQR through (:OL"flWCIF)k 6.11) The dicisiens aM m vow of Un SpeeiGc dim vrtJ the 'dmtihnniorc: of xm' Ihnwirlps shall nrn anneal CONIK.ACTOR m 1ridil4 the R'alA nmurg Sufwnrmrtctnrs or Supphers nr Mhrertone the U'M to he ,rformed frc any specific "dc.. 6.11, All Abrk performeJ for CON 'I'RAM OR he a Suheonuadtx or S.Mliv will bx Pasutun to un arrm rmm agmuumt bo...m COR'I'RACTOR aM the S ill nun Y a rn Supplier 11hoh sye tf 411y ,mil; the Suhu rn ct or Suppler to the arpl- hlr terms and txIJnivc. of di, ( oo Cl Ile ...w, f Ili,IAl4'lll of Cl,i\f.R and uNONThnR. Wnrrtuvn nos wchn�.xmenl R4-koonol 4 ..uxnxam x tiuppher-who-ir:-listed-ns-xn xldttnau{�.-ire-pfNpeNY'Mtla1xP2C-f11PNJal-'1fl Cc,NTR:\GTO7:-xM-tlx• Sub.vriuudnr-ro-$uglier-will a nmtn-y+ewesnxrr-w,evlr tlx..uh +xrve(<+-esrrnry1,4k; vxirentitlL-ripM.-aexta4�-W'-" ..i�R--4!}\:N:Af-'iteV:: F Id 60 ; :—lisle:fl, ito:-citswLnns.-nnM1-Ml-.Hhn x,kWitml-inu+reMw-»H tr..cd-M•: xri mg'awoof ornsuhinp'I?onreny of-0Is� rynila'cocetsrtby ihe-Upal A rccuatnr tithe-rrc*wnv-w sumna+npphcxMeto ltr s II-Ja•- rsan-xny- M pnlimes-reyuirr xpxnxe-,.xn.Y-7iYm.t,.he-.ier+r.N�-+n+s-SuMev.rrt:wetdmt :xfq+lrctrr-Ntitl:-u-+<tu-wiilal*Ixn Ilw-wrap Promo Res and lf.ob es: 61 C'ONIICACTO- 'hall my stll hrmsc this mJ rosulua wtd .same ill costs .n id= a, the tts'e N the pMorm:ner, of Ate wrV or Aso imhgP,haiott in the 11brk af:nn... sro tn. d"''gn Pcec'c, "A.o of da'ice which i. it.: subject of pntent rights or aq+ytiphru bold tn' filers. It R t j;tl ho lrmhoe Ik ip, F1.1 frrdUCI or Jori<o i y,ror J in the Cnwct Uorumont fur use in fir ptrfmm r, oflheWorl, aodfflolheact.fl kos.. a of OR N TR d GNGNQR its inch, sabjrU h, I. rlphta a og,,nLh. c,dlino lot ittc I> .a sat of wo h ,,x Is, ar rcnhy to dhers, the s.,W,rnr or .such rights .shall N- :tsclacJ b.' OWNER in the Conmtn.U,rumrms. 'I o the fallen oxsohtt psm,u I M Lrsr' and Rmulatims. CONTR,1CTOR shall nskmniiy wJ hold harmless CAVNEN, LNGINIliR LNGNLLRs Cmsmlmnls aml th,. offioo& dutaars. empiq«s, u,,hus nml other c nsulwhb t✓ .,uh and tot, of Ihen Item sml :Igmmcall rlllims. emu, Ivszu aM J. pes arising wl of or wltihg from aw intri Eemmt f pat rot n.M. a oepyr gh S incilml'to the oic io th pe fnmana I the W,,kr dl rE fi. th, ulclnpsovusm in tht Work of .nv imrntiu ."Ifol ,orest prMttcl or &". nd sPocifi d in th, ni o tch Doomed,. IA11s: UINFRAI,M UTON'SMl1 l 14'MY.Mim- 14 x'I,YY1 Ofl'OM X111,11 "Allli"[11.K'lltdv aplxml Pan;rs 013 Col. Mhawi.so pr tJ d to Ate Slamstrut, Candn m CONMILACIOR Jail. ohutin.upf�Z for ill ntr Yon (:omit. and Lv YUG] OWNLh shall. owin MO IRAC'IOR, then na in ohm ing soh Ix:mtits eM lianstz CON7R.\CTOR shell fay ill povrron¢nud <hrufrs and ins,,eam fors Irc<cnn' fot the prh.e tioo of she WA. whwh xrc upplieabic at the line of tpumtp of BoL. d, if arse ore. nu dick. car Am Cfrento, Nw of Ile . runty_ CONTRAUl OR shill fay ail <hargr.. of utility omen for connections. to the Work, aM ON'N6R shall Ixm nil ahnrpcs of's.h mUhh mcoers for c'aPIWI cow rulnted thereto sstd. os plant inreentem fret 6.14. !wm'e uud Xegalanons: 6.1431 WN'I'R.AC I OR shall ^1va allnotices and mph with all IausaM Rqula ,., applicahi, to hamshlrtp ..1 p Ioora.c of the 1lod<. E ceps ¢hue othrrwor espre, Ts ralulred M. Nilimble I x mi kq.la,kn. oMis, OWNER now ENGINEER ER s, ,Il he regnmvihle fee rnnnitonnp CONI'I:ACI'OR's oompllalvc with am' laws or Rcuulat. 6.14. If C -17R\(TOR Iwfium to Work Lt 'utf, a it, wg r tut to kmm' tll a n, , wmran- to I or Rcpulatnm r 0\1 KAM OR shall hew all claims. dote 1. and Menaces cured ln', misiltg out of d r.1 irro therefrom: nosrcs'er, it shill ud lr CONTRACTOF's 1xnnwp' rcapotmhilio to mats o,rtatn ihw the SN ,(kilo., M I h� vie arc mu Mnsx with i s: xM Rcguh tom Fit thL shIl nm 'd" CONTI.A_TORT M CON d lipatinrts mJcr P r Igo ph 3 3.2. Tares GI s. CON II ACTOR Jvd1 o all sek cdtumsc uxc uM othsr similar W«s r,uvod to Is (mid I, M\7R.4CTOR m =orMdr with Ate Lass tort Rcgolutirnts or the rl.0 of tie JYa,jswt olikit xta npplJnble during tle purfromartce of III 1Pork 6 15 1 O N'ER is scrory,it., C dorm& %tow and I n 111,niesvmluu Saes Mm Matmak to I}• porn Il' ot-orpt atad Into thgproJal Said uRs shall mn he i 111&11 in the Grurua }Vice. ( ON I h. f I'C1R mu I arnlr ld. nl� e c n (rota f Ism nt from If, ( hrldu Ev rue n o[Rrl nu jm corphttw. ntalrrwl to Ise ph storlls' Imo rptr llcd_mtu lh PnJccl_This Cent iun_„pt_L Ptwr•,_Prmulav Ihul th; CONTRACTOR fit II rm Ihev two rem inuluJ,. in hire BtQ Sal - M L T u oo Ilia'• bulidtng..aM ('JINN Y�l� lcral n{t a'R IpkYtII5i111451_A�41 Ili p tlru:. dN x' ColmtJn Irmnmml of Rccrnuc Steno. (:nnlml i',_mm_�: I?7i Shaman Surat Duna. CnInr;do-FU?61 Sala anal Utt T.. k. it.- Still, of Colunc4_ )j"I oral ltlo"ll" urI Mi"" (RTD1 f Colma,lo numiex n� mllnaM he the Smn• of CulorvJo aral_aa, mdu.IeJ in the„ C,rd6cmiw, of VI aldtlistt4lE §aka and 4x_7- C nyl4tai5tC.51ha' ndlydnl �nt at .W i, n ncma 1, a tk t conaruglon an.11w'I,j i amri,d r, Ci alh� ACJORtan Fran rvom dt m h, L ' _bnL RACI'OK and an, m !< included N xM� Fate bid imnu. Uau jltenu.wxr olti. (:ON'I'kI%MOt ,hill amfirte c ,vrumk, oluipmrnt. it. .asks of materials mad eyuipntal and di, gxraunns oP maim in O um am lineal am ar idrntiGcd in and Fennntcd b, the Contact fLa:umrnfa and .her land and anal, Nnani I, I.mvs nrli Resulatic a, : it)luaf-cnty. li,andt> and c Inns :nil shall na unreaswhly nninnin, the Man uiN mtm.It. cyoipmcm a onto nrial. or eyta nnem. CONTRACTOR shill ..,.allalull rcgraaliblinc [a v damns, In arn' met lannr area, nr w till nI n ,,,Mara Ihcrcof ar ofana.lia.xnt Imd M nnc:. rwhing Goal thr [.rdiamam+ of dt+ 1%c mk. 5i.tild anc cktint tv male by in", sun, oxaur a o:apam Incauvc of the p.•af.lino, nl''M U'rck_ ('UV'1'It A(=1 OR doll prrmpdy settle pith al Mker ranv M ncsntiation a othnllIm lrxhe iik dnint by arbitration or other dlpwnc rawluuon prlxscdirtn a a' law, COIM RAC'rc )R altul I, to the tullcd eMZM pamdl,d M lams and Rcgubuuan m14mnifi' and hill hinnl.:a 0147NIBL iTGINTLR, I1,MINT:LR's tlortwlatn' aril amen' dimmly or indiwellr ampla�zA M• anc of th,m Gole and ar'niM all damns, ensm. losve std dnnaea mnsitn 'uI. of nt Icwlang fi.m a claim a .diva Iatll a vyanuble, ta.msla h, am atilt owrn a .,atom agai"I Cft1'1.'tild ENCIINLGR .v um mho pnm' ind,rain&J henunJ,t to thu e,wal wuxd ill a ba.;d upon CY) TRAC'.7JR's pcAbrtnanu• of dr lV.vk, G.17, C rhq flu Iansmess of the 1FaL, CONT A(7FOR atadl kas. W, "la he+ Itom a .... iws of .emu mmrrinls. nbkall and mlur &N" nmbing frnn ;l, WI,k. At ill, ..pl„. of the \Fak CONTRACTOR shall remove all uaau n atcdvls nlN.lah a.J debris frun and aims We preniae a, .yell vI: all tools. al»Iimxa. stnvroclwa cyvipmat xn.1 t .dmmm' and wrN" mmrrials. CONTRACTOR stnllIrma W, ail, ,lain urd "adh' for '.nap M 01 ul 9uhYnalfnl Coatplahm of U. l5'cA:. CDNTK.NCTOR ,lull nano, W <aiginud ..ilium .11 pq+my nm d,s ,namd Rx ah,nnion by ill, Cmtr to Lora nnta. 6 19, CONTRACTOR shall all I ud wr pmnit u6 rya of nm muut... w b, hailed in am malvzr dial will .chasm the wuaurr, nut shall CONTI RACTOR aubjal any 1111 of till l4bd:.a ndjaunl prop,nc III s4'c;Yd of Ixcmna that mill ad na, u lteamd Drwamenrc 1XI), ;Aiia'xal. 11-Ml tiros. Ill cml..n ... I'll 'ill II allI I X ILLIN. Ill Vil111lRlNs tali' C VLawI 6.19. CONTRACTOR Mull malmam in a tall pbtm a' in, slit, ,, rcca.i ufpy It all Drawings 5p<cifnatitms. AJdetWr. lttinen A:nendntrnlz Chains, (htaa: Work Chao.,, Uhemives. Field Ord;rs aml .ailwn innproatitar anal elariGmitall fisweJ purw;mt w n+mgrnph BA) in Soad Miler nM annomtttl ae sln,,, all clam'. mvuc during nautruction The. record dnanmms hlgethu ,all all appi Sa npks and 4. maw,xa. of all appnved Shop DraOi. mill b, nvnilabl to ENGINEER ill aa. Go., tomplaioo If Iho 1Na1: anJyaiar to ,.lose or fyu;� rhea. rtard ka .turn, Suntpll,,, M %., Grawim;,s will he Mhversl to F-NMNY,XR In OWNF72. .bJe!1' and Pran ni. 6,7_0. COM'RAMOR dull h, mf fable it, fnitwWµt, mamiainfre and wptr,iintl. all sa fa, p,muuotts and la.@ruma al with the \F.x . C1ON1'RAMOR Wll mk, all nc an pal,auui lint the mrew nL and shed) p11 H.11.Ifm nuzacnn pronrtion a• prm•ent damaet i,,a, nr Ins. n 6'it .1, all pe,, We N'nrk' slit, a tvh� + na he a[l=.d he b, W'can 610'_ all'6c tt'ork am na"'tt aml ,gaipncm m Ix• ll. q.mcd 1)1 i6t .vhedxa in etmga rat a off Ih enc: and 6?n3. mher pnprny nI the <ne nr adio,amt theran, includir nca, shwla, many calk, lnv,mtmx twdsra}'S su'taura, utilities and lird+lpound Racilidea a. dcgeltaad fca removal. rcl.+. Lila rn tephx,anoM in die surw- of croswetn. CON I RACflit shill oomph with all a[glicablc Lars and R,gltlatfort. nfanc lwhlle U S hm'Ing larivfiarn IM ode' of an or ajivn' a nt parer Ilan Gan drmage, lniun s 1.,,is, and skill ,.t aral n tin aln all naxtaum' ref•gaank [nr a,& .alit}' oral pracrmn. CON I ACTUR scull m'ifv oomena of adkoenl latgx-nc aid of On&,V,a xl Laciliiire and milit..mnns when pomaaloo of Wo Wnnk "' "n'VL tixnl, :md shall awperltr rvah in, in do putaai.n, ,amoral. rek anon and r.•ph¢rmrm of thin poizn.'. All dtmta_c. 1,un to 1. in am' la.pan' wf .,al m in lurngrnpls<i.JU w d'_0? c:mxd dnaalc ca irahreak, m nh:k on in pm. h, C097RACTOR, at,, 9ulu.nanaor. Supplier nr :my .nha lrassn .a a^_anicaiwt 111111111 11 uldirmlc atpknsl M- a of th m w N'll. or Iumivh anc of th, Wank a cmI fir n'hoac aas an, a than mop h' hat shall h+row,h,,l hg "IN'rRACTOf: Lxcapi . tni Ix las itnbutabl, to the Gault of Iha..it'. a 5lzcifcatioru .x n+ 11a aas or an .'n.a¢ of OA48L6 .a Emm'lulk a LVGINLLRa Gomultan, or an . atploead br an d than a nrryme Ika whrw.a(L,, jInr nl Ihem Man, hr fi6Mc, and not utttibutabl_ wreak ar Irdi... In, in ahak nr in lout Ill tla Fault u of CON 'I'RAC 'I'OR at am Suhcomraaot. Supplier "T other Ix;xtt a expnrdatiat .Fin+ilk c; itd'v,cllp anpinyrJ Iry nal, If 'Item) ('O1 I tAC I OW, d'u"' and nespmsih, lm's fir tit, wf" and III of the \5'mk skill cominuc umil wch till, as all du tl ark if; cnrnpl"t d :mJ 11. Nii1N FLR M•. issued a U. Payment Bond guaranteeing faithful performance and the payment of all bills and obligations arising from the performance of the Contract. No Bid may be withdrawn within a period of forty-five (45) days after the date fixed for opening Bids. The OWNER reserves the right to reject any and all Bids, and to waive any informalities and irregularities therein. Bid security in the amount of not less than 5% of the total Bid must accompany each Bid in the form specified in the Instructions to Bidders. Sales Prohibited/Conflict of Interest: No officer, employee, or member of City Council, shall have a financial interest in the sale.to the City of any real or personal property, equipment, material, supplies or services where such officer or employee exercises directly or indirectly any decision -making authority concerning such sale or any supervisory authority over the services to be rendered. This rule also applies to subcontracts with the City. Soliciting or accepting any gift, gratuity favor, entertainment, kickback or any items of monetary value from any person who has or is seeking to do business with the City of Fort Collins is prohibited City of Fort Collins BY James B. O'Neill, II, CPPO, FNIGP Purchasing & Risk Management Director J 1 07/2001 Section 00020 Page 5 u v sy# ,i i H G N H H k t J E ocI n OWNER anal CO\RRACTOR in ncunk,nee with pamernph 14, 18 that the. Wild, is aempnhLc net" as Nhensiu alneatlh pr"OLLl in ammetion with Suhmrmwl Crmplemni. 6.21. '"fert1Pq "'Imrrdv' C•O\TRACTOR slwll daipxue qualified and u, eri...ed wfeh refneacmmwe at if, site whoa dmiex mwl ,esfnntslbilhivt,shell be the p,vehtlou uraccideal, Old the mnmmminp and u,fmrvumc. of .1o, pruawime and R% % Ha:urd C'wamunienrinn f+u>,•mm+ G_ (7ONTRACIOR shall he raxprmble feet enxdimnlnp am es'ah npc of material xdm,' duly steam m other amzard c6ammicatim mormmion required to he made in dolAe n a wcha,ed between a nma, anplo.'crs at th, ,it, in werodanc, with lawn nr Rep item n F.mesF nano 6—", In erml-pea,at,at7ecunn the nfe,, or praccaien of pasxis Or the Wool, or mor.+n' al the site a :dla.1 ,heron. CON'r ltAurm withwl sfvcud ineructim m ialwima,o: train OWNER of ENOWERR. isahlipncd to an to pre,erc du'niumd dmmgc. ujun' a ton. CO\l'RACTOR Wvll pave ENUINKHK rang ... neo .a,, if VO)\*I'RAM OR willel Iha, anf' slymificaht chances in the Work ar ,a,,mim, he,, the Contract Ekcumonu rate been caused tlmr,m If E'GI\TER detcrmn s tut n elan in the cofinia lineaments is requ d h vuu .1 Lh,aelion taken Itt ONTR ACTOR in O,tt,ewu,aeh an m p _ a Nnrl. Ch,allie Dircclo, Or Cliang, Order will h, named to d,,eumeml the e n.uew'., ofweh action 6.24Or F Aan X nd5amnle 6. 41 CCP.dff ACl'UR shall odan, Shop 1hlmwin_;n to ENCUTER tar review and Alvowal in tax a6we with tat accepted ailmdul, of Slim Railwar,m and Sampl, mlmaud, iw, pxalira,h'_:!)l AR ilarmals ,ill by xxientiliM a, LN IALGR m r your, and in the rat .her of copit. poil , in llGcoral R yu' eat mat. Th, do r dtown on the. Shop DrOwintn will be rornPlete with mama to yunauttvz ,Ilmeraiall aiecified Irtfumiwrie and skill, elderia, mn,riala and simih., data to In LNiITNETtR th, mat anal' and ey 'pm nl C>N'I'R \C.I'OK,o,,ee, t Rolide land I. ImIli, FNCI INI r It m 119e1 me .formintimm for the limited raaf Iryuvel to r,mpraph r.'_6. 6.24 ^_. CONTRACTOR shill ulm wbmir SmtpRs u+ fN,GR,EER fat review and approval in a.a,6nrs with auC aceepwd edied.h, of Shop DmwirFs and Saapi, Ntmallad,. Had, Sant)1, will tc idenflital ,Imrle ae a material. Supplirr. perunim, data well as amlm. noml.era aN It. ur for which im,nded and <ufmniiax as ENGINEER umy n±yuire In mabl, ENGINEER to re6em the animar ll am the limited tkAW0I9IlKI (VU.Mb NR' ll It All eap UREV Iti x'(.11l"f)I�HNtI CY)LI.I'.S,. NIAJIrIr�.11lO, S11Ui\'Ir;agl furrxax r,q.i,,d he faraVriph 6.26 The nu ulus of eauh Snmplc to he aubmnrtnl will h: xa sp,•eified in the SRciBcauam. G25. SaDrnilral Proadures: u]i1 Man, aubtaill. each Shop Drowhg or Samplr. C'O\"CRACTOR adiall Inn, den rm'ntd wad erified'. all Geld meaeattwoe, ammitoa, dimeruioln speciticd perfunane emena, insmlhaion myuir ents, mmen.ie. enmlop Ohba, mid annular information wads ,ep,,l n:unn, 6.25.1 :. all macrinls with oa,p [ to Imendnal us:, fnh'ieminn. ahiman;, I ... him. nonce. w.lbh' and maiulhtion rwwumrr to the prrfixn+ana of the. Nark, and 615.1 ;. all Infrrmmion "aativx to CON1RAC OW., nol, lespnnibilitics io mgxn of manna, vsflurf, wclmryuef.. aq m,ls and mneodur-n of comrueuen and to, re.un. andIanprmna ineid,m tlmrnn C01'fRACfOR shall also tuvc ,vie,d and enrd'almed e:wh Slop Cnwirp a Sample wilh aim, 11top nawGka' and Sample, and with lbw ragrdrements of the \onrk and ,he Choate, lineaments i I c h wbm aal will hear n amint, or speedie nnm undmain don CONTR \Crok fel., aanmi,d Ct\TR CM' R'm ahlleanm older the C.mrnet Ix,mmenu wirh hop. to CON FRAC[OK re icw and appfnvnI of lllot wlanacd. U the iaw Of ewh utomision. C0171 AC70R sWII pie ENGINEER EI 'Med written reAftl Of,uth tmnlitiorO. if ant thh the Shup Dra'mc or Sample abound ma} hate fear m, learyimmcrro of tlm Conan a Drsanrente, wch ,.If, m Ix in a .'awn eanmi niaa"ar a,: riruw 1'ran to unwind' ahj. in addition, mall cn•x u npe,ihc ha i m 10 he m 4 ah Si",Cn fir} and Svmpl ahniunl to CNt INTER h rn ,,, awl eppm al of such aueh , anahun. 626, ENINITER will n'ticw and approve Stop Don, irn ands mpk' to ii,et,ohriccwith tit,andal, of Sm, Iha 'i T, and Mnapi wMmttal hurry h, ENGINEER tctired to Inn ,;raph 1ti, ENGINEER, revwu and np,hwal x ill be oNe w dut,rm n, if the gems Oo,,a,d In, the submihaL: will, he, imt:illmion a mi,agar iim in the lank, eamorra m the ininroma in given in the Camno DaoummLs and be eorr al with the dc'kn unapt I the rmtpoh,d Thlect itla functinn_ h k an im,laamod I_ In, Cant el Caeumems. ENGINEER, re, new and aggro al will rat wend in means. maMds. wch'imwa 'Ni checs or pr,udures of comswdirm feat Pt w-here a fa,nieulm mean.., method. lechnique. ,muene, or fancalure of mmtmnioa is eW inually mild "h,recdv .11H. fat he dtc Contrail Dornamnia) or to sdetp Incwrtions or "Y'ranx incident rhanto. The nuvk, mal approrul of n .,.,at, item ns an will nor nalivaw ahpreaal al[1. ns ahl, in ahlfi fl,, itna furruiom. CO MAC, OR droll make .00uin.a mquirM b. ENGINI'.HR and shall remm the rryuind numb", of m nand conic" of Shnp IA,m iapa and xobmn m'o{anr d nac Samples for rcvieac and upf.mnl CO\7RAC'1 OR dull di,w g r iGc aumnrim in x,.ti. to NG1NIAnn tlxm the c'a"ra a. rolled to h' E SR an I.evawrm xrbmaiau;. a']. EFGI\SIsR's review read apprm'al of Shnp IDaau,gs m Sam Pic+ .hall not ruhu,c, COM'RACI OR from, resamslhlirty fir anv vanatrwt Inn. the oquaunenrs of the Comm"; Ihreumenn rnkss CON MACIOR has m rafting called ENGINEFY, nuentiwl to an wch ...imam .at the 1-11 or suhmiaion ns .,,.r,d Iw Ra.p.,l 0.I5.3 and ENGINEER 1. Ewan wriueu appmcwl N each wch "art ac.. m a q 'ahra a'mtun ntatian ihen ar am,ra Jr'.rrad in o a"compa n ina da Shop Oornare or lmplc npraov.1.. oar will anp apfom.1 b' ENGINEEN rcik.c COrq RACTOR Gant . N.'radihry far lmapl,mg with the rryuiremmmx al ru ap ph 6._5, 1. ir._R 0.ha, n Shgt 111mcirc or Snmplc 6 r .ind or in, C'onaae. 1 m,nr, na m, s;hmal, of Shay Dom, m and Samoln I.Naiaruan rreapmd by E,N3GN'KER a «yrvol in Inn.ginpl._4, anc rehae \fork pufonned Parlor r, ENGINF:F.k's rc"icu anal apprnvnI rd Nc (rutinum srhmival will h, at the role'a u, and rerpnraihthry of CON"I'NAC IOR, (.-a ...r."hm 11a A 6.;9, Cn ,TI<AC[OR slsrll unrn' on U. 11'ok and adhue w dr prrlpr.:c sela.lule Atning all diN,.,. or du,upl... mts wnh CANKER. No Work mull to del:n•ed w p:.tluo Ia In_ r.1,awr rd amp dispwe; rn Jsctum.nu, csacpt as pmmnld h,. m;an.,h I5.5 or a. OII'NER and C'ONIRACTOR mac ou;muo ap, m nritir.g 630, COATRalTOR': (Jeamral Ilumunq and G."..", 6.361.CON'TRACTOR nnnmm, and paanra,t, to Olr' TR, EKGINEEIt arcl E ,ENT-M's Crmwlmmn Iha all Work will br in numr.kance with the Comrad D'uxr'.n ..I wdl m9 N, d;/,41rve CO.N"TRACrMs amrnmV Kral ummmwe hcrm.mle "n"lud.s d,focls ur, dam u,'rm of M': u.30.1.1" abmc. nmdiliution . immoper mninwnar. or oRmurn M faa..hnr loan CONTI<ACTOI:. Suhunmwtws ry SuFplicrs: w ...I ,our and guar wrd:r normal .ga d.31r.d. CONI'RACTCrk, obilpation to imrfornl and complete the %fnd in aacndwr with the (,,ovact fhaumuula shall h' absaluw, Nan, of the full. ing mill consume mr mn,pla. of Work rin;a i, ram m aaamiance unir in, Canino Flo"umens or a ukirsc of CO\TRACTOR'., ohl¢ntion w ry,G.m the l4"ok m ac adrmcc with the Contact Ihaamuns: du ntiotahv ENGINEER: t, ill._ ` nu-nan—Imiun of um r... x or final fnpmmm In ENi1f?li�/i: 6.30.23. tf. forma. ul' m maifium of Suhaumtinl ilrmtplctian ar may prn'mrnt by OrkWER. to COh7RaCTOR uau n in, Conanut f e menm: 531124_ u, orcmupanep of the Woo or anc Inn thcxol'In- OIVN Hk; 630_.5. anv m,,Iptana m 0" lflER or anc Iailr:r tt, do nw. e ap 2 ,,, .. iac and approval of a Shnp I1n\l'Iti or Somplc mMmurl o in, i...a of a reaica of aco'pu l lay In FNGINIa:R purw:nu m pnm�aph 141 3t 430.2. i, an, inwun. las .. apla"'.1 Ia' .xhcrs; nr 630.: 8. am mrratiwr ol'.Nlfrrme Il'ork by OWNER lad ...... (nfi.: 531. 1. tine tulle" stunt parmnl.:d b I.mvs and Rucalmi., M'NMrACTOR shall i.dnmafc rr.d 1v,Id lamnlss ONMA2. pq-, EdGER LNGRvTmRs Coraltams mad the ofG vn dirur.a uaplo,,a agnna wad whir craraJmm, of ea"h mad an)' of [hear from and uparm 11 draw, v sa, uni oi rau,(:Iudinp, Im rot harn.d rn all leas amid ,lvnp".c of agag,,,, wahnocK ran me.a and ,Wra laot u,rals and all earn w arbii lion . oh,, di P w u almw on a nsl e.uved b. arm" am of rr, mwhinp from or, podnrman. of the Work, pot-iducl dint miry' wch dnl r .L ),, m d:nnapc; Pil is :nuilaaxhlc w Kali)' usury'. swknr , d,au or danthw w uj., «, or &,tnaeian oll>rru:iMc prap"ny (olan thin, Or, Wrvk i;.alt), vrcladiar.. tla la, of uw revlGm: [hrelrom, and 4iii L, "ar,,I m wMle or in Tran b, .,q ,arlip"m at w en.isarm of CONTRACTOR ran Sula'.ommcax. anp Sup,Ciec hne fxrsn or wpnm"uoo dirca l%or inalaath' en:pim of h, am of them to-,rfomi a famish am of In, Ik ork or unvw.c for whoa mt am of Them map he linhla, reparelkxa of v. h"h,, rK na wmsul in pan b' anc ragliperue Ia XaiII. of r. puma[ e: mlit5' Gak raraluJ henumkr or whoanr krbans is imlaard upon wch irnkmni Gad Iwo)' b' Loom and R'intraam mgmdiocc of dv. mg] Tenn, Af:mp-cueh ,srainema, 432. In ma Aral all .hma: u,nor OI1'NFY, a CNG fNUR ormna of thu: I VNaxtoc amnultnnrx .,at,, oRvers. dirc<lorn or aaphmws ly urn ampk,ec t t the n1 permul npr�-er.utire of wch empinre<i of C'OMR-ACTOR, rm, Suhaunamaca, rml' Sapplin. am fermnn a organimrinn dasrI5 or indamJc cmplrned In' Lrcut:umaaRiV. I1 a•rnr orrwmrmw+n n.Ulamcnuorea rrcr:va^.xan 9 R L N H A LJ H H H p C oar ,Y them to pen'nno of knots], one of doe. 1Wrk or.1o, fa wheat nets my of Them mow h: linhle. the indemmnwtm olilt}atm ImJn purupaph not Oil ,hell r Ise hm td in mw In, m Irmr,:u;tn on thr. u ; m tyl of J cs, canPdmtunt ur lrtxnl ..pitptblb,' rn for C ONT RAC'f06 or m, m,h Smenwma t Sorph nor .the, person or urfvn.lion toter workers eomprmnim I,m, dnobila, berefit net, er a1wr emplovea behelit ads u.3 1be ale hwtim obli.u. of C0\71 AOTOR un k panrprmh 6.31 mall not e,vend ¢o tar IinbiLrc oC ITINGMER and HNGINFER e Q\mWtums. ofhzrc dlo,twn, eenpl.,e, or e4tent, mw.l hr the lrofesurml ne£li,.. errors w mtisv,ma of any of them. Stv r"W nfOhh'".' 6.34. All rgmcscnmims. imcmnilictimx mimics nod EmItIntee, mode uv requited by sv gieen ht a.cmdanu with Its Coruna, fet umcnw, its wrll as all .minting ublilpti. indieawd to ate Cunlnd . De•.l..I, will rm,n'e lnnl pn}mmn% cm,pletim and tinepmtwe of the Rork and tarn nvnlen 1..•cmnde1itn 0 %fit ,4preamrnt. ARTICLE 7—OT'fTER \F(IR6 R,h,, l R'n+A m Sue: 7.1. OWNER mac prfrm nth. wad: M.ted to the 1'rgi rt at th, siu b;' OWNEW, rnwn form, or let alm d'r d mtoo dtaclor which shall cnnain General Co d t - an,,dw 1, l , nr hme nlhef work perform •d ,, uulin ow'mn If d f 7 Ilm svch ouwr work i, to he pof rmed w:u not nmcd in the Cantrnct Umumenu. tit,": (t'1 wnwwn noier lennti will tr fivtn w CONTll-V70R V... to wmiru non such other work :nrl (iiiC0\7R\(.70R to mak, a elaun dwwly as lrm'ided in Anide, I I ml 1 ^_'d CON'I' RACCOR beLcvzn ohm such Iwrfom.tw, will in,el,e adLlineml aqunse to C'ONTR\(?TOR er leyuvu additimW tine and the Innis m c unable w nmec its m 11..,., al caw. tha.f 7 ( ,hall n11iN rah fImmnmr vi rs pmy m .6 a died .mrmt mcl cord, ul T'w rnener and OA-NCR If (AVNIMR v; P+Ctrnnng Ih• n,Wiuwul work wilt OV.^NTR'x employers} proper and ale a, , to the ath, mod a rammaMr. or'. rtin. lea the cane iudioo and von,, of mntaials and egnipmem and the ceromim uCamth oth , w.ek and siwll Ir,I edy ,,.1 and cxnohm, the Wmk with Ihcir; link+.' mhor, tw poriJed in lite, Cenmet fhwumcntm. COa7R\CTOR wall le all etmi, fins g Ind ruching of lix. \4'ork dkn mop he reynired to make in wool rrns e'.' I.ether preolsrh' ..W iovegnae wnh wch afna work. CO\7RICTOR shell no, oak B utk' of eater, kw' evtulg cmmenlitg or otherwrc allen"; then work W will mh ua , nla theit wok with in, wmten msent of ENGNEER ..I the altos wiles wolk will t urrocL 1. '1'hr dmiR aM resp,mtibilhics M CONfRACISII: tmdcr This �r graph me fur Joe dnncfil of such utility mono oul other .mnldnn to tar eaten: hat there ore mmpamhle N w:'111'1'01=4t1ft'IIX>L1.1'n). iNgllll!:Ar10NS I1tLL\']Rinul p,,Loo s lot the henefit of CONCRACI-OR in said o5rxl cminlus bnnarrn CNiT 4•.R m d.h utility osmr., and whm com-twiun. 7.3. 11' the p vp cccwlion oo mulls of mty pan of CUKfR lCl Ok'v kv,A akpmds moo wen rwfinmd Iw oIh,m mJer thw .Miele T CONfRACI'OF, skull antra wch oher work nml ptnnpdy npwt to L'MMUR in wtilirg non' d0til Jefrcw m,kficie.ii to w.l other oack dna rend. it nan labl nuiwblr fnt th. Mel`- e'r.mim and Iw of CONTRACTOR, Wmk. 60NCRACTO69 Ill. m w ,In will comanne m nrapmrre of vtdt Ater work its In and pnper lot im,, tien with CONTICAMIR., Work crept 1 Ixwnl er nmupparra t detects and deliawrwc _c in meh other nod:. Cr ordin oh'.; 74 It OWNFIR cmwuv with t ,- tit the. psCnnun.r of other work m the holect al the rile. tar tnllow,hp will he' at forth in Supplemmwry Cmd.n F,: 7.4.1, the pnum. firm or enrinmtim wan will Mee awhor. nv and rcq+rn.,Nlhy for coonin tim of the talwiu,, mlrng the connu, pimc .onwa wm wit he nladred. 742 the soc fie maven l0 be enwemd be such vuJtttny and nsp(nsibilin' will h•. ilrmizW: oral 74.i the nsm of such amlurin and respmubilnie,\,ill hepmri kd. (Inks ntl nriu. prrnadrd in thL ti.pf,nteom, Condhime.')NTvTR dull Imc sole In 'rc and ,,j,,n,ihtIth to,Srl nfwohcoorch.uon. AR I'ICLR k- OWNER% It ESPON\IRILITIES F.I. FFoep its dltens'ire pnw,ded iu thew Gtnrml Cn.inirnrs. MNRR Dull t.e all cammnjnic:aw. w CO.\lT'v\ACTOR llvou¢h L?dGl�RiLIL. F_. In ca,e of ter."ilon of Ow employment of FNQTNT,rt. OWNER smll uppoml m rrrettxel u2timv whim Vr�NTRACTOR-muko, ,,.rev hlr,4m,eLut. wlou sows m w dv ceo ma D.ownw dul(br toot ofthr fumes ENGI]TRR. F OAIMIR ilull fi.tonh tlt, bite required of OIV\'F.R mtJrr J. C•omaa Ciummmw Pnrnpl, and- skdl make pnmrnu It, COM RACI'Ok prmlply w1wo the;' mr dui its,reeled m pte,e.,ha 14 4 and 14 13. 64, UMM..R's Jtai a in r tpev of po. lmk. lands mW i •nt, uW pntiJin, en,,inonthg Ic osubli.,h I.I rue poimm a, ,e; forth ut Ih,4[ ww a A a. fa, at OWNER, ki ukhg and making araiUhk to COI\'IAA('I'OR .pica of ¢pon, of rThwni., nod u,n, of aub... r.. mlulitiotm ne the site and dm,,np of physical emt nions in eeisin6 j amdn t,s of or ooniigunusm thnsim that lave, seen ulilieed k FNGINT:IS( in pmpming. the Crrnma Dlvumrnu %.:—�-..-:;;:(Insr+ax+eniMilir;r=in+a*fw`xx.FptxaHrwing ffort-nrxnmigrainpits 3.5 in-xnJymy.en..irwrxtx.-er.�.N forth pnreein ryn>:5 through tdn. N.(. OWNER N ck catai to eamtk' Chfngr Onlas us indirakd in Paeuaph 16.4. F.T OWhTR', u',anthihic in rq. cI of anaif nr, r tiom, tat, and approvals m wl fndh in ,nn•mph Il J. N.% In amwatint wnh OlkTP.R., ,glit tasty) Wail, or wap:.M Work. ril IN,I. NaK,uph 15,2 &.1, wuh OWNER', right Io tamiwtc anrtts of Ci ):df RAMOR tmdrrwnainrarmto.,.es. No 'I Kit OWNRR dull fro arytcreive, direct m hi.. .meal oI .adutritr mrn. nor b, raTxn iW fu, CON71 RA(.-,[ OR', ream, merhtilc Iechm,q mqumma w pnccdan ni mtnmmaioa. ul dm darer, lu m:,mu. Ind povams fncidem theta., or for anc !altar, of CU\1'kA(:[Ok 1. awnplc with Imes ark krruiatian upph.hlc In the famishing or pperfam IIm,, of the Work. O""''I.IR will no: h mgxmeihlu (era rtOR'I'RACIOW, fallur m Iwr4mn of fanddl the lk'ork In acmrhuwe with at, Canner Da onwins Fdt.(n1-":F{Ps-rw3tansiMlirv-in-ugwot-NlndizJnav! R.heats--N�±n�toa,ant-lot rd:+uc--U:n.h�rx Rn ine h ivr wragnrinl•-netmv rxl- v-aw'arlal xt-asap-mar is set{onhiniw+aPlaPhis, M-kani 4, rY-)iria2.�4'-1+-N.-wte'.wtutdr-e4iderwe-kWn-faonoi l xrro,ng ..urts._lmvr-.been-imdc_r._n.tisfc-_fJtd':cIR':. ohligxtiomwrn 11-'T -C emxrx-litxa'umrnt>�>ill. fl. Ixq mlilw-Ivrnm,.th,raol'.ullLly ms+n"LaR-indn Nupf{mtmalrt-r+Nxln IUte• ARTICLE. 9-.FSGi.\T:F:RS SI'AT IS DURING CONS-MUCTION OWNER', R,nr,,,auvb, S•.I. ENGIITTR rill hONNNER., rcprwmatiec during the eun:anmu<m periw The denser and rcspxwibilitia axl the litruatiuns of InnR+ra, of ENGI\TER OWNER, rdnr,rmatk, during ..r.diat :u txI fimh N Ihr Contrav 1),,,tmmis and scull ran N- es,.adcd .viihnot written roticeat of Ok\ \ER rail fiNcaN irR. I Wa in Sac ENGI?vEEI: will aakc Ii,it, h• dtc sill at lmenvle apponruIr In the c u daces of ernam..on as ENGrNJ.FR dcevta nesmm, in orokr to ulanrvc as an <xprnenceA and gtmlihcd der , Pmhoiomnl Ih, posreer that ha, horn made .tail Ilk.. qu.lity nt the .,rims, nsma, of M\MMCTOR's emnti vl kklaklLwd on infimnnlion ubWincdduri..,h nmw W al a,.ti.au ENGIiarEER will mtkavor for for henefn of OW:NER ni determine, i, penal. if di, ll'od: is pro.wading in occmdatrc with do Comma Ikelunema. I.w;INFVR will not Ix n,.m,d It, mxkc cduus i,, ar rotndnumu on rim imlreniotr to check the quality' n quantity' of the Ik* r,k ENGN'Mifha I,fhata will he ditet,wl wwanl pm ohn,z fur OWNER a poton der« ul ccrdidawn tivl thr amplctcd wntF will conform nrtatill, to the Comma Env.mmts. On the luvls of ut h ciaiis tams o. ,it, ok,,,romrw IENGIMiR evils kox, OWNER hdornmd of tic p,,g of the lk'urk and rill endrn',a w Eunrd OWNER nptml d:(!•amw Work IiWlNF.EiR'v ,Ishs and oo-,irc ahscrcminm a e .wrhicet W all the limitutiotts on HNIOINFER', uuthcrip' .ml maxvsibilitr 14 nh in fnraimph R 13, aml panlwL rh'. hat ..thrui limiutwin. during; a m n I<wl( of ENGINEDC, wtart, viaitf or olncrvaticm at CNIRAr'I'ORS Work F-NIMNTER will nw wlw"w' die L eomo-ul a hove nud.np oa n hr rcgxlnaihle fm (. )\] K Xf:) lR'.a invlxtdx" mcl;ucryc,. syucncca ai pueWwa nl' atnamcu.m or dte rah n' Munn:xis and pogrom, imidmt Ihactf. or Iry am' fail. to .nnn, with Ur....Id "R,.Wiom appharhla to the ht,.,Iting n ryrFnrmmve of the k%L,k. Pryeu fi,m .emir, 4.,. If OW11,k anc. EN( NHER ogn 1 N ;Ihlib:k will famish a RCVd00: lloiW kTr,.=I,t•r In aRio ENIGI?TER in pm id.r. m(rr rnvu, ou, of crvv ioo of the W'nk, "I'hc rapmxihilmo, and authcriw and lintimtinna tlrecnn nr anc ...1, iCefiokni Project R,R,x Irnve aIW nniumn, ,ill hit a I,,ovid d In Ixm graph!!;+..._and o13 rwl-ir.-lb, Njkmmrta% Condoknu of dn.+x• G,m,al Coniitiarn ll' 0%l-NCR kximt I.; mwta ITT wm t n ,m; tat rercxnl OtkVEh I Or, vat .ho t, not ENGINEER, comuluma, .,at or empleor rr, it,, res,rwb,hIw, and aoh,,ra, artd limitntiwi, th&I,n of such nh,, I*. will f. as ail The Rrnnxnlyirx�s heal lets in matte-, P TWaniru 1t the In, It, workwill.in m'nersI N 1111 h (tw ll k,.q Po rl, Iteprwruamv will kcrp dx U1V�Lk_ppfxnly. taw d anvil wch a11tlun ,_Tar. 1 .- ior's de. fr •rc Wh ,r Ironer m In will nlr h hrh wiseiur h Ihe_Jull ktwq-0adgs.�_nnJ-.uepgvul CUA-IRAC'fC)R. 9,9 •� Dt._cs alxf Jryxtviiwiitle 1k ILmar I, will 1 1 hedule, I.,n'lev th__p<xre cxuagent-v a"cr v+u:now w: nx n `»rn um: a.n 1 g .rtattel' ntx'rana.lm xtoulrsnnonrc arc+a:.v: 3 I P F C� 3 . .sJ H f¢ H I dI 7-1 iJ I$ F LJ F 1 whcduM and nda wl -dine. wanted M the C(1\TRACTOR-n:xi„..-,cwuth unh. _. the [�LI�i{yFty mccQtu>Lust14111L t nv %valcrthe C NIRA OR nch m mee rm� r th tM1r ('r)NI'I �( 1'(JR smh rts prwur,mucnpo cunlrrrnav,_.m og"i... ntgaline d D&r ...b conlbt<wcx nral ,an, and cu.ble DfmmMcsnfnn,nun,, c i I.W"n D i? e 1 Sore rc. HNGINHHR'S Inn nith CONTRACTOR ,.orkits tmeairall. tMDuct (('ON[kACI(LR!ye i -,ld— adu the (OAI 4(JI OR t umi landim Ih (;."'I Deaanehts _3„3 l I,i!l1btalnul6.¢ouLC%�\Oih tannl dnails cr re,inlixmanian uirr f., �, Rhn, 11 orA 'ti 13 Atl ce 6.1 FNGINRHK xal CON''IRAC'I'OR nt the mmmreremmt of am_lticxk {cqumns a ,l'hq?_Ihnwrr¢_er s,mnl. ruN m m to uN nn Iwa mi M r, nppro IM thee, eNf lNf',LR ' 4 Rr DI Work,. Rojmi. f CKf ctA, N x,k, Inrrxti,>t_ _ iJ'IbtiN- Y i 1 CM1duC. an-M, nh ll.li ms DI the Work in namemto.,,m da ENGM'EER n d+aemt this the W\n t: pneadme in nrm Jn th tl c„[unfr of I1Dcumm t„ eirtlmt._ insrrcnurs gc.Ermi t_,.pul liu ar Mlar "encil, tunn, ym..6cl n o, er. thr I,gj 1 J �lw rcudt. tl the ngr, m rw ro.tta th" r clNccR v i lnurRr r.ni�n Crmgaq I k+cumidat _ l.rrysl_to_L\�Ir In- ,atanm dnriGe�mms trod mmmrei:nion•: of t6� Qnunct Ikc nts rw dW utrJ t mmit to Ilf )Lhl I (AIeSn.tLrxuI� II nfim�aticpn Illed In. the .Nun�, _ h— 9: ^ n, hWJiGcntm" Cbnder and nlulne CUIJ'I'RA(710W":_uc¢r. Ivry. la. Ali VICI,1C'OENVII,A], UINDIT� 1411tiY llyJO VMi�n1 xOIY Ql 4V61 iDl.Ll\" N(MJII4a IIOFS IIIL:\'.tldnl mNil'�tim in Dra,vmrs Dr S,Mienlien, nd r,,A tha,, rnommrndati. u, INOINTLR. A�.4R(leh_mdn—L_t CQ—N'T CAr 'j� ax is rns touted h, UnLN(�INEbI< 93";7,Rtu dlJ, Q.3,3 F RcMr!a Ar.tn,, 7„ .....l h e Ihr lx e r of N. Work _and 1 tl_[t)AMk1C701:'S Mn�l rtcc th the �rng Y� whedul ni u.h Jule uf_sntp_71r �r5n�_. mple ainlnivah 9_:' F',_9mmh_rciN_li,\GIt\'EER_in tJ r»:r f h luh mnJnil,tvxty n nmenn t +an ,f ilmwn n I :u- of da Work 9 8 _. Lrah� n>[+*rQJu i C¢ iqg xnl A`gd II:c t.- C tl > k�.t,m om N a,, UNII CIO ch d rrammrnl In CCI\I CR xn^.r S,kR rk r)vays_Clrxt& unJ {yIJ rt-, Mr 2i 3 A 4 R". tmm,dlnmh- In L L RT:LIt and clWNTR}h- otic w of am wsnl ,2I'x,m 16 a cn: Re oea Li_na fcy�m,cmmilk('(iN'I'RACiDRP f,, then vrnh Ihr nd t,, x .d rn,crJurc (D: then mhmi inn and tad Iruh rcM+mmrndaoon to 1 Fs GIkLLR am, dunirnladv th• rdatiamlin of 1hc_ r mlmt.r,uLna,d a, the of,;vluci. a lili'Mu.1 In, 111iul nirylrlu na anal fi,,t un . J •liveenl vd to wr but n d u xapirx�lxl_m (k \Yak. a l.'.d h,., Qim,piadcp_ 93,2AII.I_bdaa, LNGINFEER i s p S�fC aIR -POR nti lLClmlpicy.nt_stiat, y,_(,;4nlIC A("POP. �i Its f ohaal inmg suniti_r=nnur Un nr cumnialm fund imtxMi m dl m nv of the ii\GI_4iF�F, OttlNl'.I: nM (Z)V'II 4_I Ok atupa: h_rul at of Iamc to M carcnal iw wmnlacd. "a_,I L, zSZbrLyS..Jhd.. all _tlsnlasv lbs ilml I'm Inc< Ixcn a mcd nr complacd and mukc n¢vmmmdaolms In 6\Gl'EEN_ eaucernum uwr<mmace. +.3? Idmitnlinn of AUNnrin" The Idenreunuumi, slnll rod. : ",,1. Aulhn W nn}�,. I +launm fmm III, Coaad fAroaw'ow n r¢caa ;in, wU.anmc mmaia6_ ou_ryuipmml,_unlrn atnlwuittd-1,�_tllc. FNGIid KER, nothmIi¢II lialII,C a of L'N,;1N HkR:ti anthnin' as nd lonh m tha Conunn Pjsa mcw i dmkc my o tM rnpnmihilnacx off^th., (01Th \ TfIR_Suhxn¢r cnx3,_ 9r_ f7Q)sTRAf-TT0r gl"Nal alrn,. 9 3A,,.__;41pv,al_n.i.wc dvmiore rehlivc 1 91_tm.ume I'mntl ma n vspeu.. uf_thc mv:ns,_p�[luvh _iochivyul yl o,�.•;_or pm.YJmlia I. f11 mcunn unlcvs w;N_iy snaf 7lh;cvilLd fo:_Ju_Cunlrea L1u;vmcNx 93.' AJcae i,,a ivwc dnrsiurc. rccmdny.—'• vumr a,Naa rn« nhfnil Iccrunial. weal pn+ymlmvin mrucuumi n'ith me Wcrk. 93.3,p. _._ Acatx_Stop._ Cnawmgs_ur_amPk evbnwala h'. eons Lttlrcr lhmu Nv .................... 6 ,i)7. A.1la'ar (Mi"ER In'rea' da• tl aA inlM1Vir_vy_irllmrl, 9;__a. [Mnieipvm_in_:d,euuliuJ Iiukl lrc htMrnnn'irss ntin •;zinm nmluae<I l+c ajk(a kept-„ps__spca auull).. aul'numxl__M__Ne C7an%mminn. and lmmn'mrlan, v.a. EN-GINEER will i,tw ,,ilh r..iblc pranptrrc>. such written diami.monz m imrrpreuatirna of In, IL1C1 11 A 10111 c a Ymx tI Yaw (It' V ..� an' ur nna (111.11111111A uocnl Iona na„•+raxx:, rry....an ant., oid,r. Cannaa Quumras (in llx 4xia of Drawnnc., nr NhrnaLa+) as ENGEW!M- tmw <kwanin, rv, w9dch (till h ,aslant with an, hzwa: of and rmGk iNaablr Gom Ih'Coniract t avnmma Slmh written dxriGoaiom ma! Inlcrpmuutiaw will br fund.,. on O\VPiER and CON"I'RAQTOR. II' O\VNEF nr WO TCACTOR hllcv ca tint n „n ui, dariLwti:m a inmgaezatilm jusz7Ga on adiusnwnt u, Ihr. l'.'a11Na I'ri a lls: Carianm Tunes nail an, .all. arr iumblr to amrc IU dlr jin.iiat st rtlall thCavl. If an)'. ()1\7sElt lA L'OFfkACTOTt may nauk,, a enum claim tkrr&a as prm'iJcJ in Artick 11 .vMa is 17. Imhrmied Iunohum in It bd 14ldN IIiR n,nr aml . minn, ,arintinnv in Nc Wak fi. dm rcyuir tom Fad of dw C'anwa I> uwm, which do rmt im'nlvr an adivalmcN in the Conlrul huuc a dw Cc. t a'I inrza and mr i,., ihk ,,an Ihr dexiga mwryx of Nc con"I'l"I I'rolut as a functimir} whole as ini ialcd M' the Cwlma Ikmumends Thv<mapl,,acompli MM'n Field Ordrr nod will M hiadmg al rJAtT.'ER and ak" in CON'TRAC71 OR who shall pa,hxIn the \Vnrk in,'olrrd pmmply. II'OWNER a COM RAC OR hdin-cs ta, a th,(ONa itrsdhc. an ndiu Wacm In c i Comma I} icc m Ihr. annlrnci'fima.'iT rhr panics xr,. umhlr. 'agar vc In lM mnnont ., em, a Ihvmn( O)\'iJLR i W77liACTOR mar mike n wnttrn duun 9ercfa us pa'idcd in AniJc t I a C. Nejaring DeJearce it'a A., 9G. ENGINEER wall hnvc nutMnx M d.m. nvr a rajca R•ak wEch ENGINEER WhL Ls uu he dr (.•cm a, ra [hm F7 t.1Nf!LR Friicvn.,cill na Ixhiucr • conplacd halm dial aaakums m the C.maraa Ike iaa'nt. a RIat will prjidia Ihr ina,,n,' of the design cancel. Mile compiet I N i t u a faraat , 'hole W..nrd to ds Cuw l Ix :umrms 6'NiN]?ER ,'ill al. ha:r vmban, ti, i,quvr n}xccd uwlrniaa a tcaiuc of ill Wail, as pravi&-d ir. pvag:aph 13 9. whrlhcr a not Nc %%arkk: GFrintzd. nxaulird a nanplrwil. V,i, D ..... nge Chain, Orton and Pryl nanrs: 97, In corneal ,, with CNGT\TER n.16,i-m as to Shop Drawings ml Si, mpl,L .x' parugcapN: c ]a itmmgh 6'N irsausivc. 9 S In tLawaxla,n with ENUN E16 autkxiu_' se to Chum.OIJia ma Artidrs lU, 11, nrvJ 1_'. 99 In caaa,in n with ENLGi4EEIR, au lia itc. to Appbuutions law havmrnl. as Arudr IJ /)mmninminnrp+r I,., PH,,,: o.l U, "OINEER will dt,t m. yr dw ucuul ipanu . anal clnaiGwdilma aI faa hicv tivink IxdamuJ 1, t ONIK..Acl I ik. LVuj DEER wail rc, rcs wid, CU,N't"RAOI'OR the ENCII OW, prdiminan' dammlamlom or. such mvncrs befum rm:kri. a ,,iuen deuivinn Nercon in, rec<nnmend:ninn of nn f,ppl'cnn n 1 T L°i I I ALA LI 7 �I H H+ iI F 1 1 H N for fhgmem or - f..I mi ENGI, tine wrinal Acdsion CO\7 will M'. fimd and hiithim wil upam Let dr, R Aml im, d1CTOR, unlu.+ wOW U wy ONIh• Jaw R Am ers dv umr a{)ll NEi. COh Jim". of Jcl a u thcother rind.0 L�UIVEEI( rinrn nuuce of mtrmnm to nppcil (rnmlirt,IM1LLKsdmstrm end'. (pin appeal folio aK e iEIYs,Aht.m iswkcn,,.1 Ifo hin hmils and 61 um iis,i kith the pr Aperns set loran in inn, e ren 'OIl;'NLRe id CO m AprIOR pp, amend ant tan . (tAil m, i,h CAlIe Rin;IOR Fdmuunl nt Mid, l ti t d m u h Ut pmc R xr loin n ilArem b, the bcal elmI, r into a formal t competent n Let,,,. be the'ise ir+F pvm in n ferniemeth of xmpalmt juri' m m cccrtnc such egiu. w rrnmdia N tlx a cl'mF 'Alnf Inn" ape with n"rd in hT-lim, lIA' d WNf vole¢ WNFRr aercad dtine M OAN➢ik lime CO\}R\(.fOR Such appal will IHM h whjra m the pracedwc f pcagmph o t I n.adnna r„I ni,ya«., 9,11F C f+EER rill he the initial intaprner of the I u7uir nl. f the Corm )'airmen, I d imi L. of th, accep bile) el in, kL en, tha<under. Glrrmd,pine, and liner a lions r firma in the nttepmbfln. of the Wrrk' re do irmrpravitinn of Iht' rayulrcmer., nl' the Gmunu Ik¢:um<ma pulaining to nc� peintim nc<, aM furnishing of Ill U vk nd dnii is d" all L, I I mi,l ill .,.I of rlu llAra in tlr C,inlurcr llit,ca Cme.ct Tim. will to rdi cd nivally In ENC %1EFK in writ lg .NI a e,u A for a formal llcd:inn In :u<nrd7lu• nim this pnregrn('l+. Written nnticc. of rich such claim. divpmr. er .%her minter mill be do lwwd }n' IN, vmunnm in ENGINEER and the aMr Inn in the Ace cot prompth (hut in en e.nm her lillin inn d )my theimn .Fdu tx acc.x t errig In, lllevtr and cram. 1p di" Me will h wkniurd nt HNOINF:E:R tmd the mha pdn) scithln vmy hoe atwr the zmn of wch wan<:n< m <,em urd. CNI:IhtiL•I< alirm'a un uddition:d pnial illtime liw the snbnnrnx,n lM JJno,.l o llnth b t' upon of wJ to n wsu at a.tathe ol,' pan' anvil aubrrt lur.'reslrmn ill ENGINEER rind th laimma .anti, than drys nh<r «Leila of the cklmmns ios wlmlinal (unlcr; ENGINETT allmvs Lddnlwnl hme). I'6GINEER mill rmJn a formal deuxion ul writing ,iffim Ihvn (1.11 dlleT llek2ilft OltM tppa mEpin auhmlttd, if ii ,, lilemcl,mec mlh IN rngraph f\ 7\VR's 11TItIrn dnvnilrm tin x h tl fin I.pm< mer nu aer will lx Grin and hording ulna 011^—Ek liml CONTILACTOR u Jn' tf) an appntl tram ENGINELWdrullwl'e Laken tvilhin the fire limils and in accordance ,ah the fIzz w, r m f yuEll (G,, ninx tr He t1 \ r anml Isar Iron hCI r O\t'NFHmid CONTRACTOR pww:mr in Mick io. . a) if m .h Tnyvn kessnluti<n Asetm ent fin, been emeral min, d mritwn nnuca ,f intention to .,Fein from LNGINEfi's wriuen dec,sion i, tkli,crul In, ('IWNTD, w Cin, d., CTOR in dw a .r, oral dr IN meld . f i,mul dim days vile tM Jut 1 - h JL --wl meld a lamu7 Ina 6nE is lilt I I 1,, rn I 1 p' in a forum d the lunxi filnA t, e x wJt arias « reuualm, as the aplrnlieT Inn}' may ha.'..� mid ,iLh a pl wch Balm. rinde a Il matmr in..... dmn meth nppl.. cif Lnw� and kegulnlims within :is) ways of the wale nl'sucd U'011-01:IMA.tAIIMM1 P5t If4A 11 N4:M1Ii+m — x'ptl"pF'I,IIftCUl3.Ih41aN119 r:AlION}ntlr,\'.I^Inn deeisi+m. mil. ahernrlse Ag«<d In wnlm,� M' OIITT:H ..I COIJffLACTOR `+.I2. lS'hen f nuirmin '.i t pua and j.d"' under fnlapr pl +10 atd 11.11 ENGINEER .,ill met show mnml I, to ON NE R,e (.(1NTKA(,IOH. mid Hill m M liubla in cann<ctirm wild :m}' mteryncm:inn .n il, imi+m relda i. 1p, Ld Glith iv mJt wpueny n m mn !IA" ce a d:cnitm br'd ." Ixuwlva ur pnuumplu ou or mirt(, r apcu ,, e i J 1 ,d h,jimI w odul .lionlscpt m'.rhithhl bcul aired 6�tlx+muk n w uinph 14 cc of (aml evrldmi p pm. u1. i parngmph 10IV -R Fen TRACT t praaden: to am' ,,mcd, br OaherrEHorCONTAACTOn ofwd+rne tr media as other ma) ml+m,in< hn,e urxkr tl+e ('Mlmm J nrn, In nJ I awx o I g Iavons im csp.0 of am .' dh ekltmdelvleIll, aha urrgrumunti..-lnwk-}b. 9.13, Linrilmimu .m ENQI:\GL'ItR AAlh"fin and lieapnnubilili<.c: 9,13.1. hither ENC INEER, wippli' :r Icy l lil iy undo IN, Ani , nor iind,, ehu pm I Ian ofthe((EER I..gi mne im not r?<crcn,c or by F.NGI aELF it Eimd fnilh eidta w naor r me c:.wch nutkxin'nimne, ihilfirwthe ndcnakinc1 rxnci r yr I NFE 111ii n(am' , rmn V Ill I •yowl I itin mr} FMINFER H `k II u t n1x .r a to I t , i dwr t eer M' . GSte u+ mn" o RAC, rnreir a 1 wrn e lam 't am .xh<r poem mrnnatinn . , In nm au<n Ilm nr cmplo)'u nr lice. of any of then+. 9.132 ENSINIER 101 net wpm im dl Lt amtrol er Im al tr t' cnin x 1 bl f MNTRACTOR4,s dads. I chi tp s• eayucnsa nl pnnvcdur x of mtrtetlau an, or Nt c.Ien precauliom am1 Mg2enes inci.icm delete. of for nm' li.ilwa of. CONTF 41.1ORn,, unmpk mnh Lnws aril RpILIIKI Iry9i htk I Ill, Itinnishin,, .n ,el-iLmr,mc, A Inc, ll' L I ININI1d ill m t I c «q+m vh fur CONTRACTOR fa I u Iwnfe. a hnrufj) the ikon in worduv.e wnh tfie Qmtran 7''Alvmnits 9.13LNURCEER will tit bL nnpnrlsihl fin, the ntt or tin mi. ,f 70A\7721C.TOR r td lnn FuM mu .... Sup, 1x of an, N-, peratn tc .,nixiulm per(wmm, or furn inig" line of In, lk ork. 9I 4 1hit imil . r i -i lh ,mr mIwntion R i nnm aml a c wee_' im maumrnelum anal ,III m mtnunt< wxl.1 r'ruh trlratt van wile weu midrdmc.a,Borl�6red ant vd,,eIm nr.of .....uadobe end appro, 1, �ntim,n th,r , 141"mi,ill rear, he to dulirmir bar p:111 Il nh riln rein onlr, he to thele,tir c(n, Gt' mid in ill tcl e- L'nmpll� \s Ith the rctryuunenb tl nJ lh ea. Fi,eftillexitesuf mal a a; 'et' 7 ppI Iles Ih. «xulw c<ndaul iIW'wltc annplmna with din Ca ran fkullmcros 9.115. 'Ill, hmmal. upon nulhola" vent rmg,orelbiIa% vI IoN, in has paragmplr 0,13 dial) ml", NppyIn ENOINEERs Consultants. R11iaTl Need Reprceeram", and assnuihb. ARTICLE Ia-CRA.N(.F:4 N"I'IIE UYIRA )(It. Wider immilih,tlg the .Agwemml it .'idiom mire u, imi, ra'ly, OWNER m m am' times, from time to time order aJdi 'I'. dmm, , or re Iiiuu in the {male Such W.Ucoz Jeiaims rn ha ar O mill he IN ort. Cl ry u 1Prinm Anraabmh a arm a Order. m a evert: Chance I,irW:I( 1Jpx, receipt of nmr mch the Aar. (v.I,cJAvitach ,hail I Pero s fdi and ,,in ag Pork involeed of the mill ac pn rinigm uakr the "he,ahlc cmdtum ore video) ma IMcumrnu (amll ran ahenriu st,ecihexlh' prm'iJcd). 1(12 If OtiWE.R and awrkxnOR arc .ruble to agree a, In the ememit mn. rat an adica m in in the .melt PI me Of MI adiu.WmmL of de Con.: a "I in,.n Ik,l chcnid he NlnweJ ni n4evlt 11 . 1.%nd; Chvme Ilinoohve, a claim m < I„ mad, merclm' as p.mcd in Article I I m Ankle I ]T 103. MM RA(TfOR shall nor Im.aided Ill un iwla. ur the Cmtma Pria or ran exIc.. of Inc Cmtrami ran. . or w,fea to am Work IN' farmed drat u her nor -red In' III, Cma er I)ncumenn is, nmercvxl, modireA and a, th, cnnwd as pin,,gol in ryarngr.Iph, in ,,d grit acepf b, the ebv o art. ancrmr Fir as is WOrd in.Inragmdt 0. I. in the or of wcrn'ame Wnrk x. pm,tdcd in inmgmph 13.9. 104. OWNER aml (0111LVCf0R .duds .at, nlq,t ri.'Ire Chang, Cider, t,ohnacndcd I,- GNCF\M- tmI\wenAmervinn m)mverlrc: IU 4.1, Jam v.1 in the {York u'lueh are (ij nrderW by M-NTR pursuant to pringraph 10,1. (if, required Fern." of accequae of S•(.•rnw Wok umbr ,eauptin, 1.313 a mneetihQ ,W ,tire Wok aid. ,wafusplt 13 14, a (di) agreed R, lam tin filmier; 10.4,', damgea in the Crammer Price or Cmuaa Times n'h,,h are aQxtl Io h, in, pan,, had )041 clvnmer in the C'mrmat Rio of Clihramf Tim, which emb1J,' he +v'wuma of am' written dcinicn tendered by ENUINEEK ,grins.. to Iumagmaph 9.11, provided tkn. in lieu of e,«euarg am' Wait Charge (.hda. His appeal m he Lana, Von any such Lomim in ac;urdnnca ut h Ihr pm...innv of the Conant 1),mrimmta and applicabk Lm,r. and Reculmionc hue durite are such appal. CCIMTIL\C`I OR .mil cam at, me \can awl alma, In the mok'ra, cledu(e a' mc,idml In tam@aph 1.-9. 1 (l. , If m,tia of env Jxatg, affecting the F erul smm of the \\'oak a the M' Vomr,, of the Cnnaaet Ik mmriis Wi Gh(La-nIMco63An,]nS r'n1hS nMa lma,ul x+(111't11=Ft,N'rl'J/IIFNII Qndudire, hn na limited I, Cool lt,a'.m Comrael Timms) c rcyuirml the he fam,rnont of nrg fknd in h, given to a arra, the, giving or an;: such make will be CON'[RACI'( R's res..mai1shn, and de .mourn of Witch applicable beard will Ix mlryrla] aeeurdi,iz AR'1'ICLF.11-CRA,AOF.(1P(:ON"I'RACI' PRICE 11.1, Ile Cmvan 1'ria muslin m, the Iomi mmost'r, n(,chic. m omlwrixd udiu,mwnFl m,shle m CONTRCT01, f Nifo rim, dr, Rkmk All date, reyN,mihiliw, and A9iptimns a.N,ipled u, or m,.krmkett M<CT1Sra AC1UR sMll tr m (nricc.'RAO'(lk'z ,eilhmn dom ur in the (bmcr. Rice. 'I I :. i'h: Cnmme, Price ma,' mI, he cleangW h. a Omni (,&, Or M' a 1Fnacn Am naba,.l Any ckum 6r ran mlov"e t in it.. Cmam e !'nee shall "re hard on ,wwn none delivered hq ore Ixrnp m.kma the claim In de "ter 1nm' and m ENGIN EK fxmrplly (bur In rN aere Ina ohm thin, d,Oa) alter In, pan rat the a' urmrtx a e alt arnme,izr in 1), claim and pmum the g nehil rerun of ix claim. Non. of th, mmounl of an, claim allh, prvira p than shall he d;li.ercd.vidrin silty der" .1mr the w n of shot "crnnme or event (mdr.. ENGINFF.R nlloms mddidmni time fo, clmmwit m.•uimh aldstorul or m acaale'I"' to lit"111 Of rlaun) mad shot h' natmp'um,d is dmmuni, w'rinrn wlanml that Ile adjusmem loam,, mvea nil krnem amrunl, to which the elramare is entitled it, a result of grid nrrunalee Or ens. All clean, ro, vJ,Oaun<nL at the Contract It,, nlvall be Jeurm ned 1n' ENGINLLR in mccommeace, with pnugrepn 911 ii OW.4G12 mrv) CON] KAC-] OR mina:,. othc,aix Fume of the ..M invohal. No claim it,, ran a lbusin ent in Ihr (YmNm1 i'dtx will be valid if ram submitted in oavrdaom n'ith in, rymgreph 11.1 11.9, The ";due of ram' Wml, uwurwl by n Chemgc. Onbr is of am' claim for an Wiustment in the Canaaal hie wit] be aktamincd as ilditms: 11 "A' ,eha< the U'od. unulval is Jnvacd b< unit prim amwincd in I)<. Cnnvn<r ",ems'nn M vrgiicatitn of welt wut prrx a, the mantili" of Im, im., involved istio'm In the provix{ms of F z I H Hr t- I `I 1 n H r.iw x.Plw 1191 tlmou h 119: i. inolo", c) I I wh,r dm Kok m..1,ed t, out a crd tw coop as rant .1 i. the Cumnmt. Lkcumeem Iw a Lo"I.L11., .'el l.Yruau_I.", inlu lm I ., .unl (which map ioclude no nllnunMz for a,,he.d end profit not ,nee a.,ily io acconl na, with I LI3, whele dle \b'ulk mvolreJ is raw eo..ed M unit pri. curu.mcd in Ih, Comma Tkeumems wd mueero., w a hon, suro i, not re.,ha1 unJc, lzlmgruph 11 _9.'_. on1h, lmsis..[ the Cot of the WmIc (dtlmmm�l as teov,dLd in Ielmgrapiw 11 4 and 11.5) plus. C(Al kACCI'Olt i ice to, o or1h td Lod rIovu (dmcrmi wd as prm•idcd in pamg. M 11.61, f..g nftla It'ook: 114, 'I'M, mml Cna nl ,hr. lNnrk m ns the sum nl all a,aL ruwxs rile iu uned ..I ➢kid lot CONTRACTOR in the prryv lertonnance we the Work. 'Except as otVLe,u may le agr.cd I,, m wtiwyl. Iww{ wNER. mdI aw dxdl he io ots m higher than those prevn ilim_ ul the I. 1m, of the #.aL 0m11 include only the follmving hems and shall not induJe :us of ds .xax rt.ni,d in ,a Seoph 115: IL_I.A'".Ij w 1. cnlpl. a in lhr direct unpl , of CON Ik AC:1 OR . th prnimn ow, of au, K'.k unerr shedules of 'oh clsiulnurays agreed up.m 1OWNER and CONI I V.-I'OR- Such cmplaya, stroll incto'k without limimnon ..ufwrhuch,kuu, foremen a,d nth^r luow,.cl mtploccd full-umr x, thr s,.:. Nayvoll ant. Lu amplayaxnN engdocui lull-Iim, un tax Work sh.11 Ix a['(mniamal oh the h,sla of their t imc ap,N or, it,, Work. Pu-mll yew shll meludtrbuunt he limited t,. mlulies and wages phi, Ili, cot of Irmo, howfih: which slmll in de ial a:c t-rr <nvihli.ls, uncmplo}mcnt L.,eu, unit Imyr d m s, orkcrd .mpntsatmn h alth and ootonnLru bcn,h:•-b,num: sick-Imes.-wnwtnt mrJ lx+h.Xeylmyy alq)h�roble thttetc. nu, espensur. )1 )etfomfmg K'od: ah" tagulur work.. houm rot SaL ILLLI. StRiAll of i v:A Whhn,. sklll h ita'lu led in the anxe Io the exam outhuized heOWNER 1 IA'_. Clot of all mmeri ils unl ey.imLm knluslnJ 1 inOg cooed to the Work, ochdii. uxau of lmnapnrlalinn.Nl nnmE+dnaof. awl Suppliers' ficlJ rcyuil in unne.as uco th, 'lh All h loss. nts shldl t.0 t, CON7R. CTCIR tdn: OK'3ER Jenni fuml, with CONTRACTOR with which n, mak, fan moms m which new it. urh dianunm 4.11 aunt, w, ORNIIR. Al tnidc di -.wets ,hi.c,: nd r,hLock: od rooms horn sue of surplus ivawids and ,4uip,amN stall necrue to OWNEK rmd CON 'I'RA('1'OR shall molt, pnn'ivun s11Mt tie, muy br cbl aired II 4.3, lbym,mis made by CON 'I'RAC IOR u, the Suh:oml¢ton for K'brt, per4xmul a fu oLhed ho Suhoonmaaom II r,ui.d he OWNHK, 11JC1K:MNF1tM.00DI'IION'\ V)1(Y 11 xX1Fd,t-1 -a xatltl'O11LILL O)UMi%ILUKWIU,\Sika\'.letmW) CONTRACTOR rJmll el". ,a mpctvivn bid, -tronl SuFcMtrnemn arcePoitile. a, MVNER nod CO`s7R\C'rOk Laid shell dclme, such bids to OWNER who will then drtemli,t, with the anh lac of ENUTNML chick Rah, If any. wit) be 1\ opted. If nm slhc,otraat 7,, ides d .. the Suhmnmanor ix to h ryid on the h,su of Cuss of the Work Pl. a fee. the Sulx u,Aowto, s ro,,t ul the W'ak aril ter shill he da,..ed N the rants warmer. ss CONTRACTOW, Cost of the Work ndl we as p,o,iJLd in rylm�maphs 114, I c. 11,6 not 11.7. All suhcummps simll'or subia't to Iha rnh,r faueisimw oC Ihr CMLam I MmmeN:; Irtnlnr n^. npplicthh. 11 44. C.ms of spe<ml --I-- inteludme bm not limited m ermine.. .,duteem. tming JuKl :1tIXIC1 Iil1R'1etR1 lull cr: and Lu'L1.oMw1IS) eiofkycl tar .Len ieus specifically retied m ,he Wc.i. 11.4.5. Supplcown.l cots inludi, the full. Lv 114.>1. 1R, nq I-uou of n".')' ,mmpmntioa to", nM cubsiaeooe eaprnaes of CO\TRACTOR'S croplc,,Lce i,lcorrcd m IhaeMllf of rhnics cnnnatcd with the Rork. 11 A;_, Cm1, uicludmg mmsloMtinn and mahnennor cl all nmmn61:. ."be,, cyu,p u.. mvchnu y. apple ac nt1-,cc and ,e rp ,L,y [..Mies m.Ila,. sue nM hvral. Look nea orncd 1w the w h,tor, wfueh or,, conxumed in the p:ri'Nmina of aloe Work, , .t Lou I. mmket value of sa•:h itams umd Lou nm anwmed which ramain d,c p,,Wn, of CON -TRAM M II453, Rental, of all cNutmdinn oyui,Ih m and machines' nnl the Ietm thered whethca rented ion, CONTRACTOR ar othrm in xd•awc uirh r mal oocc.ch, nl cd by OK1Ek with du N'eof LNGIV.LIC awl the cuss of uhu,N Latin loadinc. urdcedilE. i,wnllatioh d",.otln>g :ud ranesal thereof—'11 m .cauduoc, with Inns ul' maid moist .',,leans TIr anvil of am such r •man. machinm or Itns Shull c.,w maw u tix ux IN,ol is no lone. ocersmn' fur to, K%ork I I A iA, 5.1s .... a simib, races rolmc<I Io Ih, W.1c, and lul whirl, O0YT2AC1OR ix URI, imryw,d by I..rs and ha I ttiurm 11 A. c Dei n u I t for causes thor than nahgnc, of COVIRAC 'rolt :mr S0,wuniaor or amen' hrecti, or indirrcil.' umPlrnval b, mr of them or kor nixar .1, um' of m.0 moo h, linbl , Loin nyah, ryoho. ,nd fee. I'or permM. nod h.:i II4,�b L. awl aAm:m., and chard esps¢el e c,m lo, damage ro the Wo,,, nm ,.nlpeoated by in unmcr ur ulhcnviv:...'Um"I by COVI'RAC'IOR ,n WMcaIM wllh the I {wrfarnance and famishing of the Work (rm,pt knvs and ehtma,-; ,,ithin the &oawhlr amnunn of (,open, vuurertce e,dwWnccd1 In, OWNER in a.donim x. n'nh ouisfonrh : 11. 1nn'idd they kt.r trauhed don wanes 'Al., own the neulinenae of CON I RACrOR, am Subcmtmna. u c dua.9,or iadl' cmploral to m, of trier of for.lane oc am' of them nta) I,c IutbL. Such 1. shall include mW,,aoas and, +vial d� wriunt .,it and apprwnl of OWN'LR. No auch lour, damage., nod <.. x shall be inrlud,d in the Co:a of the Work for the purpt� of d<Imniniag CON'IRAC'fOK, fee. If. IwwveL an, soh I,m s dnmaee require., rrcmmucnaa and CONIMAC]Ok is placed m cMrt thnmf. OON'fRrACIOR sivdl Ix and for ami. a fee pralxmiomle m Iha uawd in lamcraph 11 a 2. I f4. ], '1'Ir crm of militia had and Inniwn' fa::ilitw, m elm siw. 11 i 1, Miner cslnccs web ns IJ loon 1'. dianns Ielrphve mlls, ttlephoax s Ina, n1 Ihr snr, cnpresxagc and eanilar pony ash items in conttrmian with the Wadi. II:.99. Cmnolprentiumsfnaddiurcwl Fkntk: i ir(suran.. I quirrd tc aax of Oaaa,, v1 the 4 L I I s I M acme Cost of In, A'nrk sh II as is Iddr anp of it,, INImc6,g. 1131, I4otoll emu ,al ad,-r ttanpnsninn of C(YN RACT0R's offs -r , ewcuuaa, pan pal, fof Iclntnrsllip and mle prgvkanuhipaj,..areal mnaag+s, cV-inms. andun,I manwo, anornry, i adnars, uaxmnumt, po&j,arn, and mmriaunt vguaq .,..odium, nna&",pna dwka alai other N,soond amplovad n,' C(Y�IRACIOk oluta. m tlx aw a in CO]71L\^'Wes ryi:ciful a a ba.h o(lica fo ,,la I aoauawnunl..Ifni, M,,k and not srycitirnlh' nwlutki it Ih( ,gracd upon uhatulr all iol, la'aficalims ml'm rd to nl parngrgi, Ila,l a I ,+ a alk emceed in, p:nauntph 11 : 4—all of which «to h• cur sidrtrd aannaigrnar rose, rsxu;A oI Ihr CONTRA<TOk'x hr. I L Lxp,rwa of CONT kCTOR's pdwifxd wal hmrmh offices alhcr Iban CONTRACTORS affi� at in, sit,. I ],A-,.. I% own of CONTRACTOR'+ capital eepeasea mduding mwrat to CONTf�AC7 OR'S �apilxl r.pluvad foe the MP k end charges .,.I. CONTRACTOR fat &-baryon pa,,o,:ta I I i4. Cm of Itmmiums lie all Bonk and for all inmannce ,hrih,, m not CUN-1 kACfOR io Icyulmd tg If,, Cataract Lh,. a nt, to {wtcluu vrd nanowin tM same (c'cm far the art of M to ams ., earl by subpuaumph 11,4,5n abov<) I15,�. Cm¢ du, to th, neglig., of CQ TRAC'.TOR. nano Suhttmn, a, am'om. di¢cde or irWvcnly entployrd in,• In, of Berm m for what ans do of if'.ma, inc-'HA" mwudid, bat tan limited to. dm wnectian o[ JrJrnnr \6utl;. dlelsml of materin, or ¢luipnrem u'rntglc urpplied add making goad any damn., w prap"o, I I„i,6, Cnhn mIah,ad or general extttaw crna of utty kind and tlr o.i, of mm itan na s)nciliwlh and ,,,Tesh includ-d in Mini I I.=. 11,6. 'rhr. COKIRACI'OR', lea allowxd rn CONTRACTOR foe of nl.d mad Pmht ilwll br demnni. as folla", 1 Lip 1, a rannoll_. a¢ Pwhlr fLard fcr, nl I Ib.:. d u ficrd kr .,,tot ngcail alxnt. th o a f c Mstd no the adlmeinp M1rcrntucs ni the tarica. pnnVom of dtc iltm of Ilw 11'ork. 11 6.11. 4a come anunder ,aragapna 11 4.1 and tttd1 42. Ihr "UN-1'RACI'OR'I, Ica shall Maifuen percent; I I f, d.. al coos io.a,d utuka {enagtaph I i 49, 14, CONTRACTOR', fee sdadl t h x Ix 'tar I1a vb rr ane or mrc i of hm van a r an In. ha,ai If (d d afthc Work plus , h( and x Ise I f i, aar d upn L Ihr ru•nl of parapnnfn 11.4.111 i , 11. i.? aM ILo._ a dan the SuMixar, mr who nctmdh "lo nl:'a famish,, ds Wak, m a atrrc tire, trill n, 1>wfd a fur of fin,,n hwacnl of to, o„aw ia,vrrtd b)'sah Snhmntra,u r under [tt.Ipufl s 11,4.1 aM 114 : and Ida nnr Meshes t a Sdxalutwml wed (70\1 IL\C POF will ..,II fc ..id a fa' 4 liar pe,wan ul-IhIII ... tan mJ to da, acm Iona t'I,, Su'Ixvmwcun: u• h- nc�otiakJ In goad had), with din, CI\\ IM, fur pd to rxceod i t rytvcm M I •manna !,;ad w if tat lyma et Suh.ontrg,v; 11624 n, W shall be {nyahl, on the axis of aide iwmiad under purugmphs I 1 = 4. 11 4 and I I t: 11.6.2 j Inc am:nnl of mdit to hr allowad f, CON] RA("1 OR to OWMER lot am Jwncc witi h rcuhs in a m11 Jrcroaw ni rues sill ne tier amuan of the actual rxl Jene:ar in act plea a dolamian in CCIp"1'FiAC1 OW, lee o, as ammmt equal u, hva xr rnt of uch me dc,rrasx; nnJ I 1.6.2b. when bah addlduro and crxdln are imv,hrJ in va, on, cktrtgr. Ihr dj Zmrnt in CONTLAC IC)1ds fcc ntvdl nc cologne& ,, 0,, basis ,f th, ra'I dater in acavdarco with InragmpMl I h._.I ordt.h I Isi'.5. ,crosier. 11,T \l'hrnevrr IM aost of I,a,' \kod; Is to br LN;nC6lTPA M, ((QX1I0rt I,I IIYnn I..... A'(111'(N'i-n1iI LIM AIIM)Ifl('AL10N[1111:\'Jr_(MNn SECTION 00100 INSTRUCTIONS TO BIDDERS 11 IJ I I _IJ FT n 0i H j F L denoted rvrwant in rv: agraphs l l i amI I L. , C0\7RAQfOR will e.blish and mninmin reaxdh tar roof in liolondiail, wnhi,paxmlit a cept J act, ranting N. ne. x d aubm it in I rIn mia ra hlr ill LNUINGN on nm rzeJ v bok.R lit ahcrwith support Jana. CnsA Alhoaneex, I Le, It is lodcoload that CONTRACTOR h elued d at the Cbleoin Para ail ulh mc.' a. I at dal Carver Domammn hit Avill ow" in \kork w "waned «+ Ix furnished and performed for such aims . now be :iarpahk w0l\"NHI: nN RNFINPF.R. CON"I'RACIOR tkrees limo 1. N.1, dra allowan . include the entit to COM'ILACTOR (I v eno applicable trade dixwmc) ol'mneenaL nrd eyuipmatt rcarc md i, the ollownnca to he dehrered at III site old all apphcubir utlr and 1 LK2. COA7RACTOILs wis For wloading and handling oa the ii, ].no inoldimicia tests, wilb.il Ix I t aid 'A I - i t ectn" nplxtcd fill In, alLnrnnees:. Mv. Men included der the Cwtrnet We, and no in the all.. and no dvnnrid to xdh),cpiymm ai aawm of any of dre 1'acgning will 'a efllii. Ili to find it ptu"uti, CmatEro Order ill or ,. ,I ns rccnmmvx4d It, FN6INFFR no n,dox aaw[ rnunmu dun C'Oh'1'koe::I%rR. nn axa num of \lark eewered In' ailon'flnaz and the Contract I}im shall ho mnapmdu9,+lg a hused. 11.9. [;.it Pace If "Ink rain; or at,, rift k is in I, $LV Pfie, prorldc rlrm ell th pat Conrad Ili.xk all M [ie,o Rice io lad inor all dal tIli, FTia w911 Ire. devoid to include of NI Levi lal r A'nd, n <x:m cq. d i ateh d ran the t bhfl cal unit p a for .ado ,.tartly urnta, n of Ltiit Pre. ni k tones tM a .. and yux Th, of ath arm ns i,.1 it in rl) A ...m.m. Tm uugant aw,i] . of lams of 4 h �If 'e 'drain me ixa pin.mof and dr .wade ka the initial of wmpin n waa.h:and of Ilh, m•.I lnnc+lCmtra RIu [uarns W Ioru of 1M as al yuxm tars and d -TRACI .f knit Rio: \t d• 2NCINiad h' C.Jaoo, ,di will ip mark 6� L?:CL\`LtL°R N vcu..tma will: prtarlph 9.IV. 17.. 1 xch un I pr' will bed m d Ic ioolejo an eartmol ,o oldn,d o CONERAC7 Off t( h- ndury lie n awe COATRACTORS meditad aiul pnrhr fur each apound, denulmd hon. 119? OWNTR of COPII'RAC'-1Olt mar mnkr a Jahn fa an aij.stmmlt in the Cwratt Bice in xccaduna with Ara.lc i 1 if. 1 `3A the mnut, of.ny imat of Unit aril, \1'rclNefonnrd M' CONfItA(TOR difTrn mxrrrivlk reed] sitmif.vmly G. the .rimmed ctunndty ofsuch item indicated in Ilia :Agrcmmnr. t( CKF%'AY,kTXN. c'eiNUl110ffi 1911114 i oxgmim+ N'!011 Of I ORF I 01.11U:Ihllil WAI ItAllnWt' Ina al .of 11 9,11 there I, na, uarnam +ndn' ol,a'amcnl with reslxct m any nt1wr acm of Wok, and I I.R.13. if CO RAM OR Mlicee that .CO\7R,%CTOR 'al ehniod w an increlim in C imtea Ric, as a .,It of hrluki oeinrd udbncml rxpeitx o OWNTR Mlicvcs hall O\\\IR is.nod dt dic xx mCwvuaAk, tocl the nomea are uol,b],ur agu it, In in, amwnt of um'soch I.". on daaeam, I l o l a. i,)NTk.\CCC)k taf wmluhtn If. the OA4N.R1 ih Mt ndordel glean:Ln IM III m hi_yw Ile' at )IVAI n loc d mn w tmxt olatwo., the Coarwn Ria,d ine near on Intor ade d1n m ne Idfaax+ IIP.FS..tRa rsuxd 1 ctU91 t Ix(4T9 the. noelarl meal "natal[, lue. AR'I'I( 1.l:1I--(:MANGE OI CO:C'I'RACT'l'IN S I'J, 'I he Contract ]ima (or Nhh Jorge map mar he ehnug d by I Cif ,, O dr Ill a lkritrri Ai+ ndnlen, .No ellon, fa a IIJaitintral Of tl c Contract Times es I. R1 m awls droll M lu%d an want ixutce dci uvcd to the pale making the .Lim to ih, elver pine and to f-;N(:INkBk prlxnnm (hut in no event later tkin Iltim' ckzy) after the ooamnroe of the avant piling ris to the claim real a diig to, general mmrr of the ebim. k.xlee -4' the anent of the alma with supporting data xhnll he dch'rcrai within list deer, alter such ..curt..... (ors I-INOINGRF allows addalmml lime ur ..,naan nix: arum¢ don in support of the Jain,) and sivli tv xnponied be life claora is written xvuetnera dim the adpngman Maimed i th, v+utc adiunnnon, to "ouch dw ii ieonn his ."a w Id' it I,'enmled as It rcwh of dic oerunm« ni vtd n ant a0 claim for:uh.3han t in the C tma Timee(or Nhlcaoiic)M1rll hadelrmliixl h.' EN(IlhFfk n aoavdnc- rwth purginphl)JI If OANPR and CONI ILWl'OR cmma .drv.oli, :..ace. No churn Ia :an achoarri,im Jr,in Cote t 'fans (a N i,nr ) ill lic cal d 'f e a wbrou'd it, ecoda., with th witt iremmin of life., plrtnlph t=.l 17 2 All dale Iwln natal in du. Coa ua Do araeao mu cif iM'.' "I'll. Age wrairm I":1 RTr. C(r.1TRAC7OR i. p...aled Gm+ wear4cun,, uty pan of the 1Vexe 'within dime Cunnxet Times inn hUle'llow:) due Ill dcha belawl IM canval of C'ONI hACiOR. th. Contract "farea (or NLloiwnesi ,It M ellended in in mmrrum e,ad u+ time It,,,. due ..+ such delay if a claim is made thaerx as prnrid d in Ivmgr ph I-' -.I. UeL bt and the mvnl .1 CON -MA l OR al it atlud . but .,it In hmit I u of or neuleu by OWNH:2n.0 ni nxelat of unlit. m - aler a ntnaeaa perhmn mS nnhgr wrnk x anuxnplaud 1, Ankle 7, fao, roof, a,iovoics ubrearrod weather amditiln, m lice, of Owd Iklna: ntinM:mhle in and u ,cahin Ila- cononl or a f un.:nnunna or Supp Iia stall Iv Ikxmal n+Fc tkhpa witiiln Ihc. annn,l a co,h TR.\CTOR. LJ What CC1.k TI:AC'J'OIi is Me. rntvd fnml mgJctutg an;Pun of Ihc Wolf. within Ihc Cmunm limes a Milraoves; door In ikl iv he_ood Ihc anent of Nah ORVLI< oral CONTRACTOR. n "¢avian of Ihc Ioan kat Tapes for ,dilwttmcal it an nn:oum initial to Ihc time km Jue un such, to, atoll br ., in u, ,i IAS ale nil czo be l remit to, mdI 0R n, no cyan hall O t S.FilNIT be linhk In (10-�'T R. oC ". xm' ina..Sob.ornclu. :m} Supplies. um 4nv poor a or .uof an,, iof m u, am map' Cite or .out6ee or Jeri of nnv of than. In• ii I- ores within wl of o: t of dw (CO (ij dhe �e R or nom \,Ion are ,mint nl' tAr. ('amit,, CI'UR. a• t feline in. fi Ihr rondo of mi pantos rinall of od bw not Ihtthvd in. fees, I7o r a or.,al t In, .,,It,, wrnlel aid Iir 1 as of Clad m nttc ea neel"et Fy uulip mvetem bN Aict vtnmuuars perfrnntnlg other nut: ra cmkmpinlrJ hti' Amdc 7 ARTICLE tj--TRls AND i m' .cri Ns: CORRRC'DON. RKMOVAL OR AC.CIYI'ANCF OF 0131.C1717: WORK 13.1. An ice of➢,fare 14ampl natico of fill dfrlui Wni of which OWNER or ii!(IINERN have actual knnwhno, will Ic riven m ('ONIRACIOR. V d.+fPnn'e V,ok Ina, N, r,j,tt,df urcra¢d a acnptcd as prmidal in thix:vmde 13. I,", In Rork 13,11 C)V,M1Tlt C•I`113\ ZR ENGINEER', Carn:ltaras. Mhcr nrlarunvninr.: and Nriioarol of OR\TR, aWgxnlmInh,rat w, mc] govrrmncmnl npnan nilh,Unir ictirvnl inter,., will have d .m m no: A9vak nt Ini.141-1ime, fw their olxrvadan vlspectir xad Testing. C017RACTOR skill Movain them prq,a nad .if, c aduirnn Rx mull at. mJ ad,'isc them of CONTRACTOR, site Wm pnxetlmos mid p,Lvi n, w than �aTmar amp. thnovuh nz applimFic. Teva and Ingmninnr: CM1'1ZACTOR Nall "five C\GINL-k bide ,.tic, of rudi ad, of tho Rork inr. 1 ant{ 6i. Ndi. mx taxi .a ...prone),. ant hia .,... " with inn, nit 1,, aril inning pervmral u, fxdliunr luluirrd iavpanitxu rn tan 114 CM NER di II emplrn na:1 pp' Tot tits wmv;c , N' w imktentknl katin. kb naor, In perform ell inaTrmims. trsl:, Ia :Ippruvnls roqunad by IN. Coln o 'ia,cumcnls cscepr. I34.1. Tut itnM¢lioru, Ira, a xwrovals ov,onl 1„' rytomrvPh 13,1 below, 1341, that env intoned in i grand a wish taw a inq+emun. "mduaal por nial u,'ra iorin I? 9 W.. shill or paid as pnxW.l :n ,ad po,nraph I_9_arcl 1343ax nlhrrwivr a+uifcxuy pro,id,d in In, C,,ont[ lk,utmcros 131 ifLanes or R,tdaiora dam' publa: k:J, having ioriniiuiml I",a, :my Work for pa i In,, ob slxeifiadh' ii be iaof c,ud t-wd ,a .,nomd bt- an an Plmrr in i 11 r.. aan,foll f:wdt Ioibih b In C'O,VI Haan 'TOR unll na;Imc full rcgwmihilip iar amtta:irm and in fining im impraiah, and of nt,,ft 'ah Raclin mni ,, ain, [4 him fiorL,, and limit E:4G IN1p,a the CON'cR ttOFcna, i aulediw. a arnana 1. .,no ohmining an M II nno, h reoo, aihoe (m ana o ah and nMain ion and Mini] pav all ca,, in ,.,.calm with any iWinENUI unru. Rslx wmpprmf mindruiral fir Ortnew to and EV ,rmod!R't, fl aWic". ofmaaialsnr cyuimncnito ,a iw,.,nrlal in tie iVorl:. va of mxtaials, min d"si9in C c RACTnl .mhmiucd far nfor ro l pnar m C, Wort, CTOk's purchvsr Thereat ice incorryxalion in the Wort, 116 If aoy WWI, (or the mark of mhrm) thn, s in he inspected. tinwd or npprored s eaa"d M CONTRACTOR old", naaWa 'ono, d INOINE:fSk. it rim it r,,u ,d in' tiKG L\EfiR, lu mnv,d,,t for &,. 'mina . Il Irmx,vcirlg llbrl: y {xlwiJcJ fie woo, vn 6 (I oath M at COK'I'R4CRlRL nprlrc nnl.ns CO\TI:A( T(IR has given EN<il N oil" time. ra,, l HMNNHIR M, n in tod w m cover the orun and EN(11\EI:R has not acrid ,dirt rc�mrtshlc pmmftrtxc to cnxiu m mdl not.. I: narn "in, 11 imk: 13.5. If an, \Vwk i. c 'add nmn' ti lrathe miu,a aapesi of RNGUEEIi Nit nnu., if I"qurncd bT ENOINELR. N. ,.,.mitt fa ENGINLER, nhn,vmin, and repbcrJ at WNTR ACTORts reptw. 13,9. IFFNCI NF.ER n codas it nutccatp' fir ndeimblc din tnveml W,k by oh.a. a1 N' ENOINLER ix TWal to lavil In 110,11- ( UTRACfOR uI and, .. i1ah, 1, o stall anew", cap:w a: w.fi,,i male ev ER a Irn dn', Lh.,,mon. nuonof it I air,. its LNGIITPR m v rrquirt. thus av au if Ih" lPark in y uipion (uIf it I,u all nroax ,lain, mata'ad :aid rquM RA If is is fiend f at mch \Fart . It., and 00� 1'RACI-ld 1, in pit all of 1. . rants, looms :+nl doing" cxu:aal bp- xrno, an n.Ia avubin, from xueh land crimp e.y+wure. al,plon rain ilupcetil,l nnJ trim, and M vutol not npha;xm MI na f n,,in n r,hnt, , rim rim limimd to all ctntsrof repair to ,ouikemanl of warA; of mho nil OP.conar-MT shell 6o. vnid.1 , an aup larruun ar to in , I, Conaua Rico, and if di, tiny Manic a rdra to ,fin its u, Ihr umwnl Ihcrcef 1. mxkr nu nud, I .], am Aland w in Artiak 71. N Nln�M 1. 1Iw 1 a :ant Count to be CR\nin, or .. Jill Iw of f ail nn macxa in Ihc Contract Td, old an ennrsIII of Ihc Cmuau Toac tar blile�nrer:J or Mth, dkealy nudhmaMle to mch F:%.1F'::i1T'lll'W OiNUIIIM I!InK I t,1,.Mian 'i nv:]Tl' 1,11-mik rC(ILIAX5 Nit AA1FICAI It1N%IN[CnCnxn n N H H I j F E mevcrine- cmletne, nhxrenn+m, in,,uIirnt Ictitmp. repla¢m,re .,,it a. aril, if in,- rylni,, aI mnlb!r Ic aaee as to the aramm w eaml thereof, CONF.ACFOR in make a claim thndn as to I,,idedN Anmks I I ...d 12. 01I M:R dfnf stop lh, R ,A: 13 14. If the W d. iadrat , R CONTRAM OR fn'I In NII FI iaciant sh Ild ,'wkas of a.bl n ttnials ' Fm I I, finds I laerch a Perham the R Ink in w, ah I. mp that the' annpleteJ Wok will .,I,. Io the Conrad Ix-Lnert, OR:NkR masAder IYJNI'RA(7; OR m at+p the RAk. In any mnian thcteaf. unfit III, cause fn : "h ordw has been eltmimned, hmecver_ this righl of OWNLI2 tn.enp the Work shall ton gie, rI- In any duty no the pan of UW'N!:'R Io eaerive this ncht fur the hmefil al C)N"rRACI'OR or a,. spray nrater inn,, C'ne Man nr ltrmmni nft)eJ:•rd,v lf, rA I?.I I. if mq am4 M' HNOINhFR, COW KA(7I'OR shall ryuntlnk, :a dhec«'d. 'abet encd toll def er", W... k, uhalle-. nr not fihn,aie mw0led w emplaed, In, if the Work Ms teen rcjencd In I:NUI M•:FN, reel,', it film the :,u and tepan, a with Wok that is m% &rwn, CON'I"RAC 'I'(]R eMll N, toll elnims. may Inca•, anti Jana". a:aad 1, w i,. audi .'etion ne remcnal (itxladinj nut not hinital w toll ins of "pan le ,eplaacmca of.'k nil'wtie"). IS.il. fnncainn l'cnnd: 1 _I .1.If "thin a, sa , yemv all r the o, of Wnc ntL l CRn I i'n or od iR M1 i J linrt a+ M petenMi h I n,s InRgego bran M] de then of any almllcabh• X 1, i guannae f"'i,in Mf the C mvra lYkn ,u anew M' ton)' ;pedal, prn,i ion of the Qn(nd rha:mnT,O am' Wark l 4,utal t M to r CO]TRAC'OR>tnll p rat W 'II ton um t i. o f +mil bI wI nay V%V LI: ifiti Ivan aeter fi car + , reinov Rea k,ot. if asd !cell re7relal by aifteR ro, ,, t a tram llrt• sae and rcplaa it wVd, gunk the ix no; 1L;Ia h. Imd (if) sanisfe'lk,m, or a'rcnwvcand replvice tfdmwgc 1 nh UACTOR Inca paor It tMrhom. Ie ., of R ACTOR S s r, , in :in ' rmpl With tM term of inch inner a .toe, A in m m r�1.. I robe chine NI na cause xriras rls'4: of IIm e d 111c ,ejeNw>(2 mar have the I a nari,a Rork .1 .11 d orna, nivcmd {Park nnun'cd nml rcdacrd a'e toll claims. ., h lxies aral d y : uwwJ b, ar rmalul�c &Ian h r .oval nil n r a t; wIm Ilnuludmg hm ma tteJ w al: caw f refs rmhernmnt of Dark of ohm) will be nuA M' UjNTINCR➢2 I3,.1==In sryainl aaa.mun. niter, a ryuta,uhit u of yuim m it paced N anal - n,cr bep re sab:,tamial coniplotonof III the 4\,rk, the txn r w'n I h IMI lr a- ana, to I ra fiom an eadirr Jam If a a niJw in Ih, S,aifiicdiolr+ oI kn 4\'ripen Amrnd... at 13.1].3. Who, Ju7ehriw Work (nral damane In Iaher DrID,"INE R,V,GY1NUl 110vi MI81 ",'I Lhu,nt Is a'CIITOn 111M WLLI\V AtIMJII KA110A'1111A aXXn Work rcaullinp Ihcmf.) has ban aornwtui, remin M Ia r,pLaaal uralar thi': lun4 aph 1 i,l_. the raxrection porical hcreuat , ,an Icspeet Ia weh Walk will be eaamckd fin ao addnional t ermd of Au-yere nsti_J!L after such ame.:two a rrnu,ral aril rcpU:ement MaKin ndancoil'.aanplded :Ircyuunca ufU,Jinri,k Word': 13 1? II innead of I W rib a,, ctian or ,na,al and ",I.ceIaetv of def. a, Wt rk MINE and t i to HNOIXFMRs m.Attmanl.amn of Lad µrmtcnl alx, KNUINERRI Irek, In ncApt n. OWNER mn, e3 e. CO➢TRACTOR ,lull into, toll claim, eats. 1. and Mmages nlrrihotnhle to OWNNRI, esnlumion of and tktwmination to ac.rA such AJxrneu 1%nk iwd, a. a k apprnced M' F:N4INF:FJt :e Ia ratxmablm x7. !f am' such nosp:ancc occur:, Inn or In F,"NGINHEN, teanvmendaaon "r in.1 "ar ata. a Change Ottiat ,]Ilt e ..,ned Incwponring the .,,saner m,mc,. in the Comrad rkaummu wrh reaped u+ Ile Wark: and O4lNF.R sMll hr emided to ton npproprimv. deaes.m in Ihr Caotnmt Pike. anJ, if Itm panic 'I" unlhk tot agme as Iu the nmoom If OWNER mamnkr n ,lain: therein i provided in Anicic I1. It the n.,r.,rwc n•:en at., such rw.nI,na.uon. ton app,au, amnion will hr ,aid la. C hNl'RACI"OR In OWNFI:. 01I;NER,Altos G.necr Dejaerim If"": 13.14 I f CON I'RA(TOR Imis o nun a rnesmhle lime after alien m%iu teen RN(11NIif:R a error dakctnra lfak of to rcmo,c ad r,p rcimtn! Wok as ilanuad M ILN IN, hR is aeon' as .... h fnmmnip)11 11, R i1 CO,7R \( TOR fah to rfL,. If, iVRk in I mrdanaa with •1 Cotnnwi rk mcros at it'CONTR ACTOR Lill, to aompk a'hh n,1' MR prmdsian of Ile- Contract D'.anentx. O147a6R tom,. mitt xren I,,, w'riarn nuke In CY>hTR\CTOP ewlan unit Iemah' ony Xaaf, JcGw In ,,.cistae the riaha and r ai dw, in&, dam pa FmphIIUN1A xh11.fiu ,Wwtioaly. In atnnc «m nth web ecIr,dae and r menial action, pe nae,l2rOf .III" Iran all w trot of the rnq wl.K Insa:.csnm of all of Inns \Fak and suspRxl COKTI2ACTOi�s nerviern termedm.i 11oc10, Ink, lases ton i pa,m anal IOR i Iola fpa, and aaavvo n Iry ertl rd m ch n' al the is and incorptaltr t u Wt i II i,h Oa 11I hats era surdl t the sit at I r s h h OWMr,k Fats pail C•ON MACTOR but wall, me vc�eaNI3K OWNT- , CO\(RACTOR fall glen Oeei M EW, xh,, Ielaranumaea a vU J m pare.. O4`Nly +dal rateato nil funk.e ita and C tYTR i' Cl,mvlwm cs I the 'Iu w ,able C1R^.'EF la rIaira, rnI .,a rtmrJir:a niter this ryln?slph All dale cxa leaks and Ja . I-Ig t, :,Med o J,e, ,II In OWNER i iza CO 'T amh nglns and hap,, Cl will ill chag,.1 a�.ianl CCAamg the UR t rtd u Ch Ira. tail., ill t% an cl n wiant, to n a:ur t irns in tie Cams n areall lv ith r n1 cM « Ih< R rk' nil Cta.1 dull Iza fifth,«• nnappr Aran ileac,, m the Elie =o I ; tVta and, it the ER as arc ,ttuhlr la agree as In On• ,moan; thamf. OU:'v'F.R tows make a claim and na prm•id«I in Mmlr 11, Such claims. ends bras toad Janar,a will hwlodc bur nrn he Ilm ilal m all c,.1as of ,,,,a nr un...'rlt of wodr of arhws dmrtwal rn damaged be aar.uon nar a rrplvccmme of COA'TRAf?OR'z (lelznhe 1A'ork C'ONTRAC'1 OR mall not be fllawcd r rs,enviw of ds C'onuau I inms (w Mileam[a) bmauv of sap &I., is perfrcmnnee N the Wall alrribumblr ur in, cucw• f•_r 011N1:R.'MWER's ri;Jlw and IcmWia barunta, ARTICLE TO CONTRACTOR AND CONMIETION Schedule nf'I Mace H.I. The uhzdak of ,alucs casblished x pmviwd in ry,agmph - 9 will srn'c its Jrc luau flu rm*errs ryvmmin and rill ne ina+rp,ratcd inter a tone of Appllalim to FLymral axcpabk (a ENGR\TER Itugca Nu Ira s m ..at of I;m, FYia 11'ak \rill It, hazd on th, mmahec of .at cumplcwl Appflrarinn fa[lWlge .-I'gn,nrr I Y:. At loan Iwrmv (kris h111 r1l, an, c,lahlislmJ J .',a pngfcw pnymua (hut lam mare often 11ua ca., a nlaallil, CONTIL\CTOR skin sulnlir to LNGIhTER fir CONan Appbc Iilm (a Polununt Ellcd,u, and xiancd k 'I RAC'I OR .vain, the Afork nnmplew.l as of the dim of in, Applicalina .1.1 amamfunicd he uch mppunil,f dmvmanntim as is mp.,J by th, Qutram Ik,aumcros. If pnmrcrrt Ix rqucxtxl on the Inls of n la.,ah and c,rapa m all inewprnud in Oc W,rk hat Mirr,nl and su.ahly aared at th, ea, a an an -[ha Ration ;,R, i to in writing, the A1111a,Him for I?n'mmr ,hall;A,o lr:rccalnplanwd by a bill of rick. iavoic[ or othal' do,vmmr,wan wartuntuT (Iran O1VN1iR ha, (,,.herd 6, marauly and egmpmml fir.• and rl,ra of all Lila ;,ad ,"i&ral that th, .,.rims mxl apgm,em arc .ra,d Ire q,,lwte tlraxrl,' immana and .her arIm ralna (a p fed O1tNM'haerea thrrain, all of whe:h .ill lr .t.f,auxy u, OlkNTR. T4' .mum of maimme fah ralwm to poncss pr,nnmts ,rill hr f,. aipulmcd is Ill, r>• an). hIMI thm Ille_'1hTl 1 b nc, C)gkRR JmlI rust In polled to a,hanmimho the CO\TRACTOR ,,,In uwnrir.:_at,am rangrmepa a..[,,K anrvcavor eu'1„Jlxn,l,lp fay sec nlrE th,. ap}ILartwn fa Ixli:mml lid Bann'.. hlajr • n w the It a of_t�(da»Jp R rvxl Rmturc>, ti,d m rl-lift, ('0,\TR4C70R'e)lnrrnmf fTillr' 14 _i. CON'1'RAMOR fern.1 and guaerrttc a raft rift, hr nil Wak mmcriah .1.I rq,dpmanl m,vwal be ran, Apph.,u. air H„menr. whither Imaapruk¢I In thr. lanjca a nor, hill rya In Ol\'FTR no la'' K Jun in,' hall of "u m fie aml char of all l.r. Rl,i'.af:1"'harrle//ufo'I'M1/gr[s., I•n,mrnr.' 144, ENGINEER 61L ,ridrin am dn> ufta rncipt of ereh Appllmtinn to, la,,fr t, eaher rdicm, is wri,lnn a I;N:1,11'(ii!h'1lUl. t'(lAUllldlwl r'r1aA LI VNr (I�ar Wn x. (lll`!11 FtIMT tXJI.I.I\5 mlr)IIY('AlltrNti IaL1'i�?1ux11 lea(urmanda,ion of Manama .laid pres.r the Appllmrian If, O%VI T.R, Ir raum rhu Applicllian In CONTR ACTOR v,diatir,; in writing ENGNEER's n ra. fur, rcf rurq: to rca,mmuml p,,aat. In the lull,. c,,. CONTRAC-TOR muc mAR ttx uuccsam wnrctlws and rc uha'; tha ApNicaum_ Ten davc dale( precmaaaa of the .A,o arlim far N,Ia m a, OH?IER ...th F1v'GI\TER'a a:a aamd,lion th, mnaml I,.nlmaxlyd trill (mbjom to the Ial" all. of th, Iasi nla,, of mragmph 14.7j tcamrr it .,at 111. due \rill br ryiJ hr (MNLA h, CPYN7RACTOR 14'1 ENUINF.RR's reannmendalion at an, Ma, era rcWmal in . Appli.u.r fa N'ro m will aactitaw a 1,,r radial iw RNOINVVR a, OWNH:. Msed ,a RNGWISRR's ansim oh'avta ,. nl` th, crcamd \York hNGp,x,dav-cd rand yvaliGcd drsivl pnrt2�.itaa l and oa INRRR's rc,'w, of Jm Appltu lma for liana. and dre accmrpaarrtg tl flat achcdulca, that m lbe bra of P:N('il'v f•:EI: knrncicJac.'dlaaaatiaaandb,h0 IJ.tJ. JR 6'ork ku pmcres4d u, Ih, n+far ir"Ul cd. HS'_. the aaailt, of the 1!'nrk iv ltca.lh' a dCIYY W'ma' Kith Iht Cmailt'l INCamCaE INlrlit In an crsluaGm ,at IT• WWI, as a i inminninelvhnic 1ri;Y In,r vlxal Saha:mlixl Cwnpll ul ill, (anti' of am' uubxquml Ica. aftic l for in t r Carv:mr I hcam.n, Ina firm derennlmdwr of y.antili.a and ot.... Jmdmz lir tall Price Work' .Hier paragmph?.Irr, and In erne other arruararn aamd m the rmandelaLanod), and Ii.Sd. Jm 'a'daimla R."dcnt In C'NNTRAQOR'e I,eug ealal,d u. ard, paernent appar In Im" M,wn tulflllN rural. sx h i. LNGIATGR's ruponsibilily ,o obvn, Ill, Wwk, Howrrcr, by rccanmcMaa, " sucpnmh 'cnt ENGINEER ,\ill Imt IIwrcM' hhrmal In hone repres .Rd that. fr;Cd,aULSVVI a ermtinuays .-site tngluliarc kite ban mad, 1, dxek the grata" at Jre ,laart , of Ihr Work heard th, r,spoasibilnw, peeiiraJh' a.spad x+ ENCINEGR is ,he C.wia I hwLaa na or (a) lhrn thmv mac nor nu ,In,, auras a ¢.ties Ixm'em ❑l ama tlm; aright (,male CONTRACTOR tar he pad flukhaiandh' by ONNER a mode Ol1'NER to e ithih Ad prymenr a CO'.4'1 RAC7 OR. 116 CNMUERs,.aana rJowa of r. ppmrN. WWI, Grin N, rc,a. shrill lam mrm dul l,i'GRtit RR is reaIaa,ihl, far CONffiACTOR's mean, mrthaks. w,dri iWe> xyueer.:es or pnue,4aes of c\suwdiat w the salty p,.aairn.. Imd pray:(. Inaldent Ihnao. or fa x, failure of CONTR,%C1 ok to eamph' ,ala Lae, and Rcgulnliurn al>!d'umhlr to Ihr li,miahing 1 parfaanua. of bark for erne !anon, of COS'1'0CTOR to Wi-to., \a Ivm,sh \oak N nccurdancc with th, (Aamw L)arrnmcnls 143 ENG(NEIiR map r,tu!emreum, meal l he whale "m en pof.a, pryn,Cnt if. in - it Ef,!CHNT R, caidaan ,surd IV iaf,"rt to mat[ tae ngmumlmu,ns h, ri L kd HI r I I I 1 OWNT.R rcfrnni In in In.evaph 14.5, ENGINTE2 mt, de'n rc(u., a. renmtmcnJ xn7• smch Ingmrnt. or, hsmu.w of . bscwcnlldo. r J ,via.,, m ihtaint, of wtr rVua'It ntI, pfioo, or ol,st, ln.11if5 nysuch pnm,nl {x, 1 1 vnnm d IL tD zuch rU•tn ns In, h n in HNGNIF Rs +pinion to prrnect OW'NI L It. Ioa bsxuvr: 14, ' I. di, Wok I,F r n e. or olnpl,wd Wort: h. Iz< a!w Iged mN u k V(I 'lion or 1vpl.rIa4. 14.7'_. dr, Cowxct Ric h. hen r,d.c d b, Wrlllen Am,ndmmt ouCMm, Order. 1473. OIVNER Ins hxn oquved to ccrt,el if + \Val,: or mmpkw Work In n<urdmm oath ry lsnph 13.14. or 147A. L?(i[NEfE ., ununl ktumJJpr of tlr, occn,,t. of nm of the ,v,ms anml,fmcd in Nmaapin I5.11 ttawgh I�.`I4 irwlusive, OWNER 12 , n•fu.a I,l kc I ymcl I ofa, full I, nw Il.rnvdedb ENCINhhR'n,r4uc. 14,7__ dnlms Iwne bxn mad, opnim O\INER no x numofCO;N'fRA(il'OR, r,.rfnnan,cm funnho, d In, wo k. 14 7,1, Lims ntvc Ica, fled in cartr lion w'id, tic I%ork, ncmrl svherc CONWAN OR hxs dulivevd n spmihc. HrznJ s Iisfxemn' In OIVNIik to uwr. the vmixln4trim and dis�Mgm of sorb Licm 14.7.7. 1hcr, roc mho lumn cnnding Oli'NIR m n s¢- N'f xpnina thcmm�mt mulnvnuduk of 14.7,9, Ol\:NIR hax oausl kro.Wge of the p:CurttTCc of nnc or Ill, Oanl13 r,, mcIatcd i pnfnpinpl, I4,7.1 l6nIg)l 14.7,3 or 1m..,glaphs IS.'_.1 Ilnnti l I, 2 4 iIIJuvva, Wt Okk',LR mua give (.'ON'rk,\(7,fOR un.admi, tmtinm no u. (,,till It u)py to F.NGINSER) tini, the mans tat such anion nod Imngpnp Isq. CUNNLNCIOR Ih, a nomlt u xnthhdd n an, udmrtmcm than nmad to III 0 WER n Id C6\71RIQOR. MA a, (ION7R\CTOR uxrrwls to OWNT ', isf u:unn III, „rlrr.. fw such S.b."itnl c"o ,hunn: 14 t When ('O\TRACTOR oxrcW r.' Ihr. mire WA ed fc iN inm kd oar CONTRACTOR d Ill ,waif. OA \LR and LNGN'LER In n Ili, Ina Ihr mlur Mork u suhwminlb, wmnln, Iwr,p fa hams a71a iliwlh' Beal hI' CONTRAM OR. x+inxmlpkm) and mquv M., F.NGFNEFJ21s.v I, ff rt ,f 8.Ioumll Cs.rillnn. Withl m,cm.bi, rinw Lh,,pl,Ael. OWNER, CONTlcAC TOI2 and ENGINEER stall m d, on myl„lim of dm N'uk to dcunnu„ vx twnt ,f If INGNEHR don., oN C.InIide, th. \A'ork .alhanrvielh' mmplae. ENGINEER will notify CONTRACTOR in wriorr plying the ,man Inendor. If RNGJWVRR Ixpx nt411na1. rawul'nox; Ixnls novel vrs6lxl 311 x+(l15'JffVKI C\)W� plrM)II'ICTTip\ti 111E\'�:rXxn vsidGrs In, Walk wlsmmin0y mnlplm,. EN(1NMR will ff,rm, nn) Jdw. to OWNER n "WInw,. uonifiuuc of Suhs4xmw1 C.plrnw huh shall f do Jut, of S.kintni.1 Comtpkum 1 M droll h- nwdL I , the ,nifi I li,nollnt o f 't 4o b, 'am Inca cv tT,aed hf r, final mynil,nt ON NFR shall Ms, mvm Ju, lirk f. i,t of in, writilaw,.RNfCxl, dluri, 1rhiih Io mak, wnncn otmwioll to LNGINEER Its to wm- 1xo,•isimn of Ira' ceniflnc sr xanchJ fist If, eftel ¢nniJ, u tl bic l l,Lh G INELR - Iclmks Ihrt 'in WtI,k I, m l uhsulmtxll u,mpl m INC INIlR nill ,rithin fwnc,n date ufwr mbmlaon of Ih, It' Iowc, mnihmm Io OWNER mniI% CONIRAC'1'OR in wrtsm swting the rI.,. thaxfrn. if, xfta ewrsiJamitnl of OW.N R MI t1i., HINGINViN mrtldea ti, \Vsl' wham I alh' compla, I N U INI ER will , th n ld faunv,o J s c sum nl d,f w to OWNER d (f(MIkA(:'OR su ddnn,, cmihm. of Suhmminl cnoi, b., (with n aissd I.n.lo, li'l of i=,l to Is mnlpkl,d m nmcnicI r,lk.:tim. w,h chances limn Ile mnmli,'I, cenif vt, as ENGINf:ER bdw,mail J uf,, wr'd,mi an of nm oh1,a nn ft. OWNER At 0, im, of 116.1111 111'1111 htfll�lill 1111116.01dSuh,uuuu! Cmlpkinn 1.gGIh6E6 will Ikhw. to OWNER a-..d I' OR[ 'RAC I OR n wfhran rcmmmclld lion as to on''ai.. of raspnnibiliucs paling doll paym,m htwmn O" NFR and CON "I'RA(;'[O ON s,ill, a Wp! m ..1m, ,,nuon srkq'. mnota.,.. hcnt mifiti¢ o.oncc m,d s,u,anm,, xrd guamm,a Lhllm OWNER vW (ONl'RAM OR . \ dller,my: in wutiop n J u, mfmm EN(11N1,ER io wn,im prior to PNGINRLRS kswnp in, wfinin" ,mifimtc nl Sulmnntial Completion. ENGINEER'S nEar,tnid n•cmlma,Itltim trill In hildirtg on Ol\:NF:R atd CONI'RAt', I t)R noul 6.1 pma l 14.9, n%% sTd2 shall hn-c the nalu to scdud, CONINACITIR If.. III, Work :nler do doh• of Subaumfxl Cmtplainn Wi C)1\NER shill aIW CONTRACTOR tnmxnd.h nau. m mvtpnr <r mm�cl itmns on thcicnl:lo''lin Amid flab nirn: 14Jo. Crsc by O,INMR III OW'NER's omoo of any sulwunanllc uxnRlncd.Inn of III, WI)rL which (i)Iv,s ,I,rcitwall, bn nknuli,l nI the- Convau Dl..rnt,ou, or (n)O1l'v'ER 'NCiNEER nrd C,)\'ff \'TOR tlg,,c mnailuln I - pn wly filwi rl"T. and uv hl,. Fni 1 the W,xi: hlxl sxn he used I OF.'\TR fu in' mtaldcd pu,polsa widuull ognzli.n im,ri,rmc, xvth C ONTRACTOR's µdomllma' of the ralownrla of Iry Worl; h . ,plishd pr n to Subswm:al r.ml'lirn if II the i\ oak mll tit In, follnwlw 14.101 OI\NLR al :Ill' imct le mom r,yu CONTRACTOR in xvilily ICI permit MNTILR to uw nn�' wrlh pro of th, \ti,A which OW[NTnB. bA,,I,s III Ix d' I n I,, ml nJ d . .md 1 t rally ¢I pklc It CON MAC] ORng slhul dNil of tiu R oil, \ . rhaxmwll 11n . (ONl RAC I OR ,ill ,rI fy u. OWNER and ENGINEER t11m n¢h Inn of lh, Wol k ix subnnnlBtl l...mtplmc and rcqum FNGI\F,ER to tau c rllii.l, of Snb I.,,nl Campklim for Intl Inn of the WrnC. Cif.=NTRACTOR a mIc u.a! ao,..,,uA (M73f;R and ENC IN MUZ in rvroinL Iha1 C'ONTRACI OR ,o nid,, any such lien of. the Work ready fillits imrvk ed use xnd wLwrmixll, mmplctc xnd n+ynlm ENGINIELR to issue a mruGmtr of son t trlul comCletfun for that rye of the Work iVal iu., rcnso , bl. came afler either eh t..,A. OWNTR. CO\TRACTOR end LNGINT;LIi shall makr nn argwctiort of that 'it of U. Wod: to tktaainc as anus of oom,,I,u n. If ENGINEER c4ae root terra da'th a ITert ol'the Rook W h kno ,mull, tmmnlewe EN(IINTiCR will ntxifv ON:NEK ark C0NTRA(7fOR in liiung givim the rtamm therefor If ENGINEER mmidas tha fen of all %Vorl Io be subs raizlk mmplem. Us provmmt, of thragrnlJls 14.5 a cl 14 Y will rMlh with regwa to eenifiela ion al S.Kklotial ComplcJ•n of dal part of the tYoxk and the dividon of ngxnsawIa., in rested ranee(unl cacti Ihcrem. Ill III _ No maupmwc or r ham, orynmtirn of hem of dw Work will le: xmunip4shed irink to cosephanee with the requarenatts of rxtmgnlph 5 15 in regw, of plvpcny iltxomnca. tool .peennn: 14 11, Lpen nnrrn notice. from CON Ot W:1 ON rant the anlar, 1%1 m at agl.xd p"Itin then»! il, coaioete, O4GrNTLR will makr r fiml th licuon wad, O\\'NER and CON I'RACI'UK :ud will nutifc CON I'KACTOR In ,mars of ell mitcuL rs in which Ella, anspenim mvem, that the \Park is mornplete or d k ri, , (A)VI RACI ON shell immadlaely Like aIch nwmtwa m are Ien,ssnn• to mmplctc mah work or «mcdc such dctreicneics Ann! 9"14i mi.<r jro Pnvaoa 14. C. V l CONTRACTOR has complaed all xnd, mneala(e3 I. the sai,nacti., of HNGINFER and delie,orl In cwokuae .vallt tlw Cmtrnet Oo.emvn all nuns oon,' and opema,Y. ulNtwto( , uh voles. poe rrnw,. Ilond, eenafiwt s or of 1 evadelax' of nmlmtwe a i,,d N fzor.a^�mph 34. anaficues of talcdlon slaked,, o ca,d dmamencs I.. ryvaded in mregmph6I9l and Me, dmonle„m. (7QN'fRACTOR any rack, uppheao. fix final le,aall folluwitg the p,o,,edure far pr„f-ea Iwvntene Tit- final AW irnnoe la kwai *III he aowomlxaial ie.eerl In ples'aewsa' Lrh,ered) IN, 1i1a11 doetmumaair called lr in the Contract A.onmruq mduch,, hm n-n handled Io tau ,,idea, of erx,chaired by .utyn,xptnphN 4.I7, !ii)ennsere of tnrwng'. if." to final newer¢. aril (iii)anlpke and kpdk efl'eciave rrlartts or vaunters (sxtislacntn' to OWNER) of all Liar: erasing .cal of, tiled mne<:um wan the Worl... In heu of such ¢dais,, or sreiecrs of Liars and ik, xpproeed by ON4NElc CON'fRAOfOR rant famish re[eipa, on rrknocs in fill ad affaourvit of rCN7 RACT01<. all (i) in, rdnnn arul rcaipt iteludc all fiber. son rra. wtoe,n l and e,,n. was for wham x LI. auJd ix sited, xnd (it).11 paylolts. material and ryuikatcnt bills. ulal crher WKWIAIdles mlmmlN with the Work for whin, mfY FR ,, OWNER, propene might in any wxe Ix uspo rruble have Men paid oe Nhrnvise mte'.lad If nth' Sttlnnntnmtm or Suppher ank E1111, rri'lall CONI+Ilu1K 1IIr.111Iol l ae x!(llYtit Il1NTMCLINo kit DIIIOXI IONNIHEV,121xx11 w hmdsh Ioeh re., ,, racsim an tillf, (YINTRAC_TOR may Corms x larval ur nihur rollmcod mthfoeton Io CAINER to itdemnidy OWAR li aarnt .at, Lien -Role:.,, or tvgivqs of lien., aril the amen of w,w,rv,rf,rwNaio 1,zIll, pforan, tn_ixrh_ae Uto NbeNI wl'SnalodrNm oxms hourala Ihc..}T(>Ikc; manual. Finn( P,n'amr andA1MI.,,e. I41.3. If, un the Msis of LNCIN1,17R's nle:rxemion of the Work during c ownhuion ahJ fired ime,cod n and HNG INKLR's revacw of the oral : prlmaroon. ter Fa}ment ImJ acumtle wing toarancnmtion a, rc oroed III the (.raan Umumenr_s. b:NGIIC-HErt is el"fi'd thin Me Rink haxi bRn amtplucd and CONI'RAM ON', aba obli,ar. . tank, the C'onwa Ikwumcros haoc hen fulfilled, ENGINIHER will, within t,, okay, afar rcaapl of the final Aloplicmion I'a Nil anwm haGeme at "ail, H.N(IINEIFWk "Irnartwoolalinn of npmem aM neacol the e"Ioentiorr le Cffi \-ER for Fu mrnt. At the some time h'NUINKER will nh ,n, v,,n,n rxxice m OWNER and CON1 RAC1'OK tan the IFxk is:e ,Iablc mh,l In tM prtw,sumz of ranowaph liG. Othrwim. ENO INF.HK will n-mm sc rvp1watla, CO\iRACTCIR, indianine an w,ihne Uw- ns for rcfitsfng m wevo mcnl final mymcnl. in wnach ea CON?RAl, A p shrill rake the nlo,, tale Ares c iowanxl (AkNxit tar11 t1hntirn. Thom -drys nhrr prmeneaaailo O.aven of tlw nalriatlmt and cnmpaneim w,,h I GIM i apprrlpnme Rxn+ nitd ,,I max and with kValiiNii ammooaac k and mni:, k ef m,,[I e,- ow, Ido mandry nwnt !aid l hr AVNE to rill Mmic duk and will ilk laid M ul1'hER m CO] RAC.TOR ak1,R _g+wrl4:?!Rh__i..t of thsy 14.I N. IC IhmueJ, ra hall of rbN•TR:1Q'OR final anurlahn of the Work ax simiwantle defined and if LNGINEEK so eenfamq QV,`NEK shaft, ulxm letript of CO^:'IP AC"fC)I.'s final Appliwa,er or Iro,'Irra moil ncummenlxlicn of L'NC.fh'EE&. xnd without wornetanc tar Aptamam, makr paemen! of atr old aa, du< 4x t h, o,ront of Ue lo. t tulle can plead and R 1. Ad I! rha rrm111ndpl hJana to lx add by OWNHR Lu 1111 l: noI IiJk aompla the or ,mated Io loci, ohm i, teuireer staliulnted s r the (dt p rat :nil 1, lintels lave hen of LF, eel et nyuaoJ u areas o. the N trc• wnpen I. ill t p dx ,ante w do, faryme,o nC tar rr I ace le fa Thal IxmLm of de Work hdk smplul,, and 1N1n1I i .roll hr sllatattxl bs' it auk, vines l m fiNGl:Nfll'J2 shah IA"fibe made tth ua;h k and c. Suet papmaa small ha mxdr in. e. Ihr. hat It and mnolitiom govcmaia hlrll alaor, . cuept that it chuff not comUtutr u oui,tr of dorms H ire", fCmiac' 14.1>_ 'rho mukmg old umopuowo of Ctnal purmenw will ulnvlulr: 14.11.I.a r of all dams nc OAA'NHR aaximt C'O\TRAAC'TOId emept eaums rising '&mI utx:aded I.ien+, oral (Lfrrne Work apNiaine. aaier 1 iJ Ifla I, lJ R e �I j F find inslx.,,a m pumuam to ialingrnph 141,1 I, 4t. a dine m cnmplr x•ifh Ihr Canuact Ikavment, m the term of nn Ine al Ftmtanrees speclhd tnccu: a fin COWIRACTOR., cannnuinu nbltgmtino under the < minra lrucanemx ate 141 ^_.A anion of all dahns b,CM7RACTOR .pmia OUTVGR Mho Than those Iaevla+sl)' mode. in ,,,;tine and still unttltkd. ARTICLE 15—SUSPENSION Of WORK ANT) 'f ERNUN,\'fION 011', / .1fnt Saeyrnd 15.1, At any Lime mx1 widnld ex., OU'NEK may alsp<'rld III, Weak ,, am prnint thereof fm n period of nat than nin, Jazz by nnia wrnaW. «I CON 1 Rt<. IOH and EN( INEFA ,hich u01 It, the dam hid, Well: win 1 I, CO fRAl1'01< droll ,come the Wnrl on the date gl lined CON IRACI'Ok shall M allrnvd an idlinamat in the Oran Cl Ilia man c<teregan of the (,'Inaaet Lana or "x do Li,ih eltrihumhlr to er' such mspenaire it CONRAOf(A milk net append cl:.im dn•rrfn I. pinridcd in Pot In 11 Law i_'. 016;\PA'N:Vnr n'rreufnnn 15.2. Up. Ihr` mean-N. of any one of more of da follrmio acme 15 1, TCONTRACTORl matarndc lailatol,ertnn Ihr 1\IxK in rwlxJ:nta wide Ihr. Gmtma Ikammam (indudurS bm na IInliled I4 failure m xulgdy sugment skilled Icurken or a tabl, tn:nuiWs oI ryuipn roll In ilure In adime to Ilk- prnparn sdcduk MaNkird ender lveytnph V as adjumed unm time In Lune prusuarn In pava n pl bb), 1;.22, il' CONTRACTOR drsegarrlk: lax, a RrguLniona acme pubic h+dp Inrvu�.jundiaion: 1 a 'f C'ONTRACTCA< Jivranrd. Ile aufhmin• ill' f /'rNEIX n 1,'.4 II CONI'I:AC'TUR .Afaar, rinhaan in any srMtrnlisl wxr xn, of Uk Clmtram ORNT:k m:q'. altct pivin CONIRACIOF (aad dii, ranee,, if:1m') :as en da, f wTillen mliur and m IM ramnt permiued b Laxs and Rneuilmiunx tenirm c rhr xmias of CONTRA(ITOf<.... ale CONTRACTOR (roil the ale and take pr.,I. of tle Wmk vlxl of all CI)Nl'RACi'OR, Link nppleanc narr U. rqui'aru and mxehinen at lie airs xrd uw the +amc ro die LAI Burnt llxy n dd Ic owl 1n CONTRACTOR (withxn 6Ihihty n. CON'I'RA<TOR fill ansmas to camazionj, mcurcwxlr N the \\'oil, ell mmclixb ana ryuipmern said nuke ,a, ar for a'hi:h OWNER hvn pod U'I%:<)LAPP.AI. WYLNIIQKY IY1III II'Ill GMum {: 1:'4:I110111�111 11111,11$ 111 a 11111q IIJ,\ti (ILL:I'1Craa1 CCYN MAC1TOR Na wldch me gored dw,ida e, and finish Ihr R9xk ua ORTBR mxc Jman c<p•�licm. In mch far mar CON`fRACIOF ,Ivll w nxtmurail Rok i, hrusbceJ R Ifni. unpJ wivrc of the CaA.el Mki, e<3: all n' wars. 4+,ses and rLunxees seanrreA O <l\YNE:h. a,., nut N re rcsuhirg hum cmnplminE• the 1l'ml: soh cxaa: x'ill h µlid,COPIl'R ILI& to If Lindvimscut 1rmm,C)R d.11 as 0. dli such uIn O NER C'ONTiWCTOR -bll lnn'dr Jitl'aala u+UN�\tF. Such :;lainw uti loses and ltlmxgcs maned be a.abl N x' , ad nci a he btiGf1, KN i to Iheu rcaunnlblcln.<x.and .vhen v+ a(,prrn' J M' it he.h1iR inmrpumi v7 inn C:hnrt ne nedie, prm'id h bun when ciWNHR mil righu a cmlcdiIn under this nvem M fer tr€d slunll net he requird m ' nbLnin the Ialrrg prize (m me \Neap pmiomtd. 15a. ti'he,, COM RACI'OW, rerriec, ha,e been sn tennituted be OWNER. fhe trrntitwti.n will m LLItNt ana rights or remedies et OWRhR against CONTRACTOR thin euaillp u thidl mvy thrcafter none. Any racmien m pnytnrm 01 mm 1 der Ct ld ACTOR bl OWNER will a u Inl IaII, COST RACfOR hag hdral y. 154 lipm ve n In,' wnuen mein GI C'ON'I 11(71 OR and I M1: ad,e, i. OWNER mn3_ Iridal 1 rw Icitht Lit pr irinn to he al fight In ,.efi of. CON-1 RAM ItoR 1.1Ie the'yarenl m. 1n such uax. <At2nian') OR Wlall he paW Onrmwt dtrphentian of nny immsl: I a.1.1. fm eomplaed Inid acceprabl, \Merl: ruemd rn truce adh the CnatrI U Wannaen. irinr, In 11 IT t @ m. I LInalati 11011dale lhu mug trlwxi<Ne sums Irn rnMcid ...I prnht . alh \ccA, 1514 = ha c.<penses usar.l prior Io the OT,wIicc MI, of nernaninica, inIx,renni , a :Iml fi ndshirE bx tro t al an eyapren, I, required b' IhA C nu a E xum Ttis In c n 1 'ith utrwlmplard t,a - plus tau and r.I L aabJ, sans fa In alw:rd and pmfn na at cgcnus. I i4l lit II III., Lain,_ I. and 'lace a rtd in . Itl n ern f I....metcd Lentri nith mt,eamratu,. buppllets Inl sham and ii4 1. ua nitabl, cyxmcn Jirc:tk atniMnnbr 1111I.itwtion. CONTRACTOR tttmll na ha glid o, Li.nnat of h>,te of unticiluled prof ism Ievamr of aini e..t, km emnennal of or rc. 11al; Iran sch rermina. C(ATA.d I,TOR Nur.SYAy+ 11 a A' mTnmimne: 15,5. If, tlaoul:h no na a InAt of CONTRACI'OA the tern: i, malcndal fn a prncd of ,mar. than Aunty Jars Ig D`k 9NL< of under au ogler or .von nr elm public nmMnb', rr RNGIN[d-R fails to au oa anc Aglliati,m fine Pirra t ,,;thin Ihun' Jars aficr it I, am:itd m O WNFA foil, Ilx thm)' days In lily CON'I'RACI'OR an, stm hnallc detmn,n,d 1. he line then CONTRACTOR mnr, .,on s;vm drys' wnucn .nice in ONrNER and ENGINEER, uo i Ixn'i kd OWTTR . ENGNEER ib n. rtmlah' u Vh sospcmkw or failoe within tkn unw. tenna.te tlx Aueanenl and ¢wrrr koln CAVNER ranent. rot Ihr .,, t,., na r n,lded injl nt mph 1 `. a. lieu of term imtiW the Agecment and wniatu: prejudice to mk, ed¢I rI& to rmtak' if ENGINTEER It, lad.] In act on an APph ntion f x Nvment within tfirtl 6% s after it iv Zindled m OWNLK I. killed fen lied} dins to pap CON71(ACTOR unc nun firolhdorrnimd m Ile duo. CO TRALTOR m:. upon m uarx' mitten notice n• O t4NEF. R and WlNhlik sop the Wah until Inymmt of Ltill. such m .v, due CONTRACTOR. utdudatg uaw"l thereon 'I'hc Prn,.i. of th,, IxlnIgm,h L.5 are not !mm,dcd to "xiodr (10MRACIOR don makigp. Vint. under Anides 1 I and 1= III an imxm. . Carurzmt Price or Cmuae: 'fines or tdmnvise for .y cnsm or damage dx nhl utuibulxblc mC'ONTRA(?ORs supping".1, us Nm'v b Iq' Ills lornpraph. ARl'I(1LE 16-DItiPIl IF, III 1'IO1 If nnl m the anent dot O"'MIK and CON-1 NAM OR In,, .,food an tl, matimd and Pn'm,dprr to, resolvinp dtgxnes I them doh may min urAr Ihu .>.,,,.rm, wch dolmte rcmlmiao mctlad and pt occdurc, if nop, tl,11 Iv tin tot forth in F,nhtttiCA. 'Dwpnu Re.,]V um m M me ehcd harem ant made a fnn hrmf. If no mch a cenwmt on dw In Oil d and prncrdurc for rcmlvinc Icuo d,s .0 , hoe hewn mchcd, Ind.wbiecl m the I IIIIIIPmI III MInempha S.lu, 9.11 ;nil 9.1-2, O11T1iR and CnIIZA(TOk mac e,,wi. .inch nnlnx n rnntditt v, I,,r mac orRe l i cr i t rat dtc W un., O Ik+mmmts n' by Lnvas n Ragulatian in ra7+cn ol'any diilnm:. MO ICI.I7 I7-.NWV,EIAdNEOPS G ,:\Sire: 17.1. Wheoecer nnp I.... '. of lla• (aI..U1a Docmnmu rc,ira the pivirc of written nonce. it will he dumcd m Iv,o N,un v�6dly plven if drhvoad in Imsun u+ theindiv I[.t. <ntoomvminroCrho docxmtenontoo1' Lhc InPvxmion d ohm+fi d inlcnJed o:, tkpoid to IImlM n,n,lleJd ,known I, mai 1. e,,Ixge,"aid rn the lea Fusk+r,x xJdraa known nt the tics of tlu notice. 17.2. ('nnrpufmlun I7"im' 17.7, 1, What Inc period of Limo is ,final u+ in tho ('olaruq Ih1UI III Vans it will he wmpmrJ Ill ,clink the fill x.l induok the hts day of such ,niol If drc hit dap of Ixn' soh Iwrinl fulls oo a :3anmtnp or S.rdap,x nI It o.,, made a bell holtdev Inthe Ixw of the agtlicuMc juridicum. wuh dry will by nmiord fnm the wanpumktn W,Ilk I.0 Ull,11A"ti I•n nAllwai 1,11i,n! „v (llY (If V VRl'LYiLLhW' alCt)Ifl('dLkINM1 Iltnv'n/Imxp IT' ^. A axlenlar tU, ol'ncrnty-Burr hmrx measured from midnight to the re,o midnighl „ill cumtkULc a In,'. Antler o f,"Ienn 17.3 Should QW1,I]ER or CON-1 ' IoNCTQR st16 iniun' m JnVI to Izoon or propcnp txnaott of xna slur. m nZrnn v act of th, other lout, m ,atl,' of III, ottm Rtnv'z em1lorres tc xgenv . oihcrs for wl xa It, the tither part} ¢ Ir__^aIl)' liabl, claim will Ix mach to voiu, to the other fxme within a wnnhle rime of the 6m nlmI.. o Ina, "flor, or dams,. Tlx "'i'e. of th. pvacmph 17. 1-� nlnll . he ccrmruei as n wha,mlr tin to I waic'rr of the Ptnv isitms of tv, appii.ahl, a tote of li.nuthl. or r<pnx.Cmrufarine R onuJic>: Ili. 'flrc denim and oldiyatium in,,d it, dtc,c Gercral Condlnnrts and the riuhm and r,,,die, nv Ii1th, hemtuder «• the panics hmew. and . ponw.l. but wnlnut hn'.."on, the unrtmtiz mwonues and ddipationx imllve d ulnm ('ONfNACI OR 1, ramp phx de l'_ (r16' G it I, ti.,i I. 03_, 1 fl 1. 1 i.l and 132_ and all of like ri_oh auvf rcmrdmu ma(lahk In 011\F.R alai M. CrliliF.R dercudo, one in addiu:n m. and arc not In he croanlcd in no, w'a,' as a limitation ;'+C nit, fight, I'd renredirn vvulbhla wane nrellofthem uitich xm ndrcncisr knfxxed o1 availni;k b, Lnus or Rcgubuoro It vtccita warzanw n gmrnienrn to to, nlw procieicnv of the Contma I)txumem.. old the pr, c, ,I m of this Pamnmph will he na .•hive as it npcawd MCclhmlh' in the CoI Dccummw in e,n.lion with mch Mmeular duns ohliemion, nchl and remedy to n nch the, apply. Y"ItI.W rl I`"en and Cnun C. 1..9uded M \\9temct trferuu-r ire mu<le to 'dnlmn. cna,, losxs and dnmaec,", it shell in'luck In ,,h c-,,, but not Ix limi«d to. all face I'M "'ngino", mchi(ans. uuomc,,s xod olhvr pmlrsxionab and al! court of ndtlmtimn or other dispute trv,lution 11.1 17 G_Thc hu-., �( the R I tit ColgaJ yplr, m ill+ Fki+,eurtn mt k l ,. n�I I pen Iun1,<,il r x ammr: nz fol l'nv4 17.6.1„_Cyloradu ReviuJ Stumtu_(CRS ti.17-1u1) pry W i I I iJi h Mn,l nyfo. I t.. l��rlcem the RorA t Ihr .clam of nu hex den en_prrwvt fpntol i each rtn t. cLn. of hthue n the xverxl cbtmfianwm of skilled unl cammm Iahlr rmnlocnl hit. tl I gat C ul,, d Ir Wit lee" nov pawn who ft Ix�m [d resident ten Suno oY( J alit al the ine of ampIov.,.t„with., d,lee,mirnu. a5 tq n., nnlor creed c • rd '•on err "I. IT66.' 11-lniJLii(ilc.' (t )1l'�E' u,y IL d k. Ixu CRS 4b 21.107nn "Ift4d (w.„ u. t ll •u m.� u+ crlNl Aar._i iJl: nrlcien 4niq_}y_imm�_�1�,r nL`cn . nl f11 mein I M ,L ctm his sumnlne. an'isicm:: Ixevm�I err, lhe. wrmlla teed n mn I �.I I fRA(-1 t)_�hL m I'd H L R H 1 119 ff Y.' j P ur 34 LH'IN 6IiNL1 AI L(WI110Nti IVI 14II NIh'Nlxm 2111 011 OM IC LLItiWHIMII AI1Q, S(RPA VI:IHI01 D ti ( I his pur I<h hMk intmti,mall%' 1 u M L%39'.0ENIal. t'OkINTI`Ia� 1Y 1+4A II ari t+Mini1 -'' x 1111111 MIR 111,1 111 11WIII I rlllllN}11EV i/1WI t I 1.0 DEFINED TERMS SECTION 00100 INSTRUCTIONS TO BIDDERS 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 tra a sub -bidder, who submits a Bid to Bidder. The terms "Successful Bidder" means the lowest, qualified, responsible and responsive Bidder to whom I� OWNER (on basis of OWNER's evaluation as hereinafter provided) makes an award. The term "Bidding Documents" includes the Advertisement or q� Invitation to Bid, Instructions to Bidders, the Bid Form, and the ,1�®( 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 L 12/03 Section 00100 Page 1 F �I D} FmIf [( IY:I%L(ai\IYA.(YtiU1l1L`61Y1i ¢II Wit?Yung x" fl l l' Of HINT COLf.I \' )Ittl lIFl C{T I O.IS I ltC.l'-I C ]InT 0 H- D EXHIBIT GC -A to General Conditions of the. Construction Contract Behveen OWNER and CONCRACPOR i l7ICROWIA ON AGREEMENT DlkT' 7< aFt! CONTRACTOR h:fnh.,a, than :Hide 16 of my Gnernl C.-,hdan of in, Consvuainn (-..a han'eIm OWNER and CON'I'RA(TOR Ls xn,ndad hI indlvlr the h,l)ow'il@.autec.,m of du Pities: Ifi.l All claimsdis,utcs and nth:.r manors in o al,In Mayen OWNFY and C0YIILI\(:I0R :..iiv cal of m rdmi,m mote. Comrae, la moms Ir the breach Jnuof 0.sux,, 4a hlim. which 1.,, Ln nan-cd I. tint tatkirle Iv cevmc, of lin.l ply.em lm pmvid�d M Innlgrnph 14.15, +,ill be docIdai he arhilm,ion In nacnrdincr nah IF, Cm amuotlan Imluan' Arbilmuon kilos of the Amcrinn Arhn.F. aaociaunn then obmmlrll;, whlral to dtn Itnutaloln of Ju .Anrek id This en:annl m m a,b,t.I, and am mire aercennl, m clan.' In amma, .mama into in Locnrdmmr I.,L,, tth m Tm ,i d in fhis Anido 16 ,,It M spcdfitalh rnimccahk undo tla "'whop In, of anc coon a, an, Ju,ladiction in,Z No demmad imarb¢ntim nfmr, china, all;mute mint natlet thu & Icyuirai to Iao to&nod In GINTEk nulmlh' I., hmvnn in ncccrdare.. av ,In Ivnpmpl, 9.11 ill Ix ma& wam] tint rah't of IIi; dtc a "t, or, which IiNGINEtiI< has m,al., cal t ume:n decision or lb tlx itme Ora la, al, 111 .... c Ina,, pr .need U. n m I to CNOCTSI' itI wnit,o dea:i 11.snolMen 1 rvh atl I I:NGI RI'R befnc Jvl do, N denlmal lint :vbill:niuu of :are mdl c lun. Juyaur, or nut" III will the mt Le Ina that Ilan days ahn We hale In n'hich EVCINF;F.R ha rnd:lfd . ....n dmuion in F,.4= th"a+t of amxdansx with pang,.,+-. 11: and Ihc,ala" it, demand arbivation v61 a, said thin' Jars' ,anal wall lamil at GNlilh`ET Ii 'I 'k"" nl hcu'g foal and 11, I,,n OWNER ;nd CONI'RACI'Oli 1f trVGINliilt mralrls a Jreut. atia arba'aum woe«din�n hone Mrn mutated such deustnn mar M ua'scd :Is n "I." but , dt nan mlcfwxle an, nrhiv ti<m prcaedinyw'�Ma'Jane the 'vctsmn naeaptahle to Jla,unto. uulcuncd Noskuland fin xlhlu.lion of anc ,riticn tkumtxl of 8P1GPNEIM ,elxklyd in acerndancc n'ah paragraph 9,16 wi11 be al kw, thm mn Jars shoe Ih' pane makay.. inch drmxal h. delta, J n,I,,n nail of mtenuoo. to none.us prot'iJeJ iIn pinlpnph �. I (I I6. ,. Kolk A IN Jem:nnI hx adaimu.on .,ill ha (Ind in v,Tiimc with the W., rya, o the Akrrcmrnt anJ with the Amman Vh n lain Asxaiation and a wID acill h- sent Ill E. 611yEEe far inl.,.linn Tar drmaral fm nvlaiumion will L male wiva.v tar nano-0er m trnJa,' "axl a+eeiliyJ . piny_mph In" as artlilaok. art] h nor Ahrl <vxra a ithin a ru.bl, unit, fw, the dxun. ji nutc nr oth, avlaw In yuevunn h:ts nn. m, nau in nn ecmt sn.11 .a, m.1lJemarulL mad, slier the dal, .'hen institution of Iagal ul ey.w bl' PomrJillgS lusd m:.uoh dean. J''pate other mane In yu vaon ImuW lac MtreJ b, ma u,,a.blr wltuw .f ilmiwu. YJCM OCNLKA C11111 nl I yIILx 11•n.n L.tami n% Cute OF FORTC61A %\ MrrAol; I C 1TIOI 164 E".qu x pto iuk+l in,.nags,+ IbJ Mlaac, no orbit alion nriai' oil or ..nJming In Ih Cnmmnt A ,nu slvJl include br eonwliWFotI,, iainder or in nnI halm.anon an, .ananc ulhar Iataa , cmi' finclnling E:NOINRi9i. ENVINEERs can Follunl anal"Jx Daises. dire_,,,. ..ems em,lrnau or c whams nl any nl Iheni nfio a nM a p;vlr to this c.wact tmles� to;.l. On: i.I,I iun of xwh omen perxml ur two, E iI wm A,w Idid ix m IIa alliud,J .,tool, thou rcho are.ahuldy putties In Ihu.rhittata. anti 164._2. meh n;hrr ,cram or anti' " sohaaalvtlh' imolcrJ m a aaamion of h , err fact uiaich it c ua.. to tlX - u'llo nre .nvwy Iannles ,, the .,Maroon, mad which will anar]n puce pawacdinp,<, arui If, 43. the unnen cn.ra of an, nth" perm, m alum wual4 w be indudW anal d OWNER aW CM1 RACTOR has tarn uatatxd far vI h'.1osin;. which culnum aftali male sTrcifc refer.. m this lvml but .ouch et,.z shall ccnaimte .a III adaillliliun of unv drop., nut qlw-iLamlll av:rihu! IF such wars" nr to nri+it.linn with anc parry' nw gaeihe'lly Neat t"d It such cans:.. It. 31 NnunMnainn fnnFmnh In4, it claim, dish' Ix Mlle, manor in yucmion hclwcun OWNER :nsi CONTR\CTOfi inyoh. it. W,uk of a Sulrulnnmor, ,,N-r OWNER of C(IN'I'RAI:TOk a,. Irvin iatO .In,. C NIRasaOR ,athenrish CO huwxm OR stroll and COan all CfOR wl' F Jor l by'v 'pipla d 11. inciuA N all suhrntlncls nyvirni tat' lxar:Igmph b.l l n ),in, i pmrlxinn , ;aut to Suhaanvamm comm�n to h:ine i-Nr,T ,ob, mil. Mtnen Olt7A a ra? C(3,ona,w SIR at! g i nag the 4\'ask I such Sutumn ter. Nnlinnpu tbn Pnaprapll lf.. oar intha Pwl a of su:h wM.mv el anlwenune T' JI, ice droll 1¢aur. ra, eLlim. Ia. . cause of umiml in ER of Sulvr¢nnlx anti :mlvla ft1l'N'ER F]NGINER Ix GNGN[9iR Cumu11.m1Ix thn J,o rat Calh"Mlacxixi 16.6 The ,,,aol renduul Ix the nbanax:. will be fnml,imfg.enl nay be cntacd ulxna it in any court having pu'hanal Ih"rof oat n Icd] not Ia noble. Ill nr a„ral: " lot ] OR\LR and CONTTRACTOR at,ra that Ih.' siull flrt sutanit anc and all IlmeidN claims. ou1FIFa.nls, dupltca anJ .duet m:mrm III yumion hxwen them x isilm out of nr .lasing w tha Cvnt,,a Ikaumanb al Ihr 1 ¢ucfi tMmo[ ("diaputw"1, ua nc ina'. h' the Anaeri:mn ;vlawat.. A s,x:imi;n antler Ihr C'o.wiva IWu., Mi diatuan Rulers of tla Aan,.mn Arbil .lcnlwiat.Fn pia: W ellha of them inih:II a.aua the Ld., a &.and fora urbivamF purwan! to ,tr%gaphs 16.1 IMnuph lid, al -lny IF niti.brc afttnutun woulJ ire IxvMy pnuI ., of Iho panics. The rcapecmc i lm; sand Inn d a%' time final % iahhl Ivhieh Ill Ile . Iknnlnd 41 mbiuuuln xs pocilkd in MI..Pha I,,' and IIiJ alFwt at4'llI IK F,a Fdfd with rC5p1Y1 to x dispu¢ sul,nottd to mcdtatl,n vritMn unw appiioab& time lint. and shall Iatnain waTarxkJ until ton dars .her Ile I¢r.nnuna of the .eJinurn '1'hr raocanoF of any dt5paw uthnilicd as mediation under Ihis Aglavnalt Jn11 olaa jnanx'Ilanmwr nt such J6Pm1 unlm null"wis a1,cd. 0 p H h Hi 0 11 UCWUEu-a .CONVHIQN) iwaxIZem"Ti v+CRY O FG TBOLT NN MODIFICATION6(Kk'w 41 F W-Al L No Text 0 H 0 U k H M Lod '® 1 L` 0 P H SE SECTION 00800 SUPPLEMENTARY CONDITIONS P SECTION 00800 SUPPLEMENTARY CONDITIONS Conditions of the Contract These Supplementary Conditions amend or supplement the General Conditions of the Construction Contract (EJCDC General Conditions 1910-8, 1990 edition with City of Fort Collins modifications) and other provisions of the Contract Documents as indicated below. SC-4.2 Subsurface and Physical Conditions: A. Add the following language to paragraph 4.2.1 of the General Conditions. 4.2.1.1.1 The following report(s) of exploration and tests of subsurface conditions at the site of the work: Contractor may rely upon the accuracy of the technical data contained in the geotechnical documents, but not upon nontechnical data, interpretations or opinions contained therein or upon the completeness of any information in the report. E. 4.2.1.2.1 No drawing of physical conditions in or relating to existing surface or subsurface structures (except Underground Facilities referred to in Paragraph 4.3) which are at or contiguous to the site have been utilized by the Engineer in preparation of the Contract Documents, except the following: SC-5.4.8 Limits of Liability A. Add the following language at the end of paragraph 5.4.8. The limits of liability for the insurance required by the paragraph numbers of the General Conditions listed below are as follows: 7/96 Section 00800 Page 1 ki �J E n _l 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. 5.4.6The Comprehensive Automobile Liability Insurance policy will have limits of $1,000,000 combined single limits (CSL). 5.4.9This policy will include completed operations coverage/product liability coverage with limits of $1,000,000 combined single limits (CSL). 7/96 Section 00800 Page 2 I SECTION 00900 ADDENDA, MODIFICATIONS AND PAYMENT 00950 Contract Change Order 00960 Application for Payment 9/99 SECTION 00950 CHANGE ORDER NO. PROJECT TITLE: 6062 Lemay Right Turn Lane at Mulberry CONTRACTOR: PROJECT NUMBER: DESCRIPTION: 1. Reason for change: 2. Description of Change: 3. Change in Contract Cost 4. Change in Contract Time: ORIGINAL CONTRACT COST $ .00 TOTAL APPROVED CHANGE ORDER 0.00 TOTAL PENDING CHANGE ORDER 0.00 TOTAL THIS CHANGE ORDER 0.00 TOTAL % OF THIS CHANGE ORDER TOTAL C.O.% OF ORIGNINAL CONTRACT ADJUSTED CONTRACT COST $ 0.00 (Assuming all change orders approved) ACCEPTED BY: DATE: Contractor's Representative ACCEPTED BY: Project Manager REVIEWED BY: Title: APPROVED BY: Title: DATE: DATE: DATE: APPROVED BY: DATE: Purchasing Agent over $30,000 CC: City Clerk Contractor Project File Architect Engineer Purchasing 9/99 Section 00950 Page 1 1] Section 00960 APPLICATION FOR PAYMENT PAGE 1 OF 4 OWNER: City of Fort Collins PROJECT: APPLICATION NUMBER: APPLICATION DATE: PERIOD BEGINNING: ENGINEER: CONTRACTOR: PERIOD ENDING: PROJECT NUMBER: CHANGE ORDERS Application is made for Payment as shown below in connection with Contract The present status of the account for this Contract is as NUMBER DATE AMOUNT follows: 1 2 Original Contract Amount: 3 Net Change by Change Order: Net Change by Change Order $0.00 Current contract Amount: Total Completed and Stored to Date Less Previous Applications: Amount Due this Application - Before Retainage: Less Retainage: �iDL�r�1�Lr�1;16y1�i4�L•U[ilu 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. Dale: 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. $0.00 $0.00 $0.00 9/997/96 Section 00960 Page 1 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 u 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 `J 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 7 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. w 4.2. Reference is made to the Supplementary Conditions for identification of: Subsurface and Physical Conditions SC-4.2. .r 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 1f 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. v 12/03 Section 00100 Page 2 I APPLICATION FOR CONTRACTAMOUNTS PAYMENT PAGE 2OF4 Work Work Work Completed Completed Completed Stored This Previous To Bid Month Periods Date Materials Total Item Unit Number Description Quantity Units Price Amount Qty $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $O.00 $0.00 $0.00 $0.00 TOTALS $0.00 This Earned Percent 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 $D.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 7/96 Section 00960 Page 2 CHANGE ORDERS APPLICATION FOR PAYMENT PAGE 3 OF 4 Work Work Work Completed Completed Completed Stored This Previous To Bid Month Periods Date Materials Total Item This Earned Percent Unit To Number Description Quantity Units Price Amount Qty. Amount Qty. Amount Qty. Amount Period Date Billed $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 TOTALS CHANGE ORDERS $0.00 $0.00 $0.00 $0.00 $0.00 PROJECT TOTALS $0.00 $0.00 $0.00 $0.00 $0.00 7/96 Section 00960 Page 3 r 1 C 7 STORED MATERIALS SUMMARY On Hand Received Installed Item Invoice Previous This This Number Number Description Application Period Period PAGE 4OF4 On Hand This Application $0.00 $0,00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 TOTALS $0.00 $0.00 $0.00 $0.00 7/96 Section 00960 Page 4 PROJECT & STANDARD SPECIAL PROVISIONS Lemay Avenue Right Turn Lane At Mulberry Street Bid No. 6062 Prepared by: City of Fort Collins Engineerin_ Department 281 North Collese Avenue Fort Collins, CO 80522-0580 (970) 221-6605 August 2007 Lemay Avenue Right Turn Lane At Mulberry Street Project Special Provisions August2007 CDOT Project No. AQC M455-070 CDOT Subaccount No. 15153 Project Special Provisions 8 Lemay Avenue Right Turn Lane At Mulberry Street August 2007 Project Special Provisions CLOT Project No. AQC M455-070 CLOT Suhaccount No. 15153 COLORADO DEPARTMENT OF TRANSPORTATION CITY OF FORT COLINS, COLORADO LEMAY AVENUE RIGHT TURN LANE AT MULBERRY STREET PROJECT SPECIAL PROVISIONS The General Conditions of the Construction Contract and the Colorado Department of Transportation's (CDOT) 2005 Standard Specifications for Road and Bridge Construction control construction of this project. Where there are conflicts between the two. the General Conditions shall control. The following Special Provisions supplement or modify the CDOT Standard Specifications and take precedence over the Standard Specifications and plans.4 Item Pate Index Pages i Notice to Bidders I Contract Goal (Combined) 2 Commencement and Completion of Work 3 Revision of Section 100 - General Provisions 4 Revision of Section 101 - Definitions of Terms 5 Revision of Section 102 - Project Plans and Other Data 6 Revision of Section 104 - Scope of Work 7 Revision of Section 105 - Control of Work I I Revision of Section 106 - Control of Material 16 Revision of Section 107 - Environmental Controls 20 Revision of Section 108 - Prosecution and Progress 22 Revision of Section 202 - Removal of Structures and Obstructions 25 Revision of Section 202 - Removal of Concrete Pipe 26 Revision of Section 202 - Removal of Sidewalk 27 Revision of Section 202 - Removal of Curb 28 Revision of Section 202 - Removal of Concrete Pavement 29 Revision of Section 202 - Removal of Asphalt Mat 30 Revision of Section 202 - Removal of Pavement Marking 31 Revision of Section 202 - Removal of Fence 32 Revision of Section 203 - Proof Rollini,, 33 Revision of Section 304 - Agereeate Base Course 34 Revision of Section 403 - Not Mix Asphalt 35 Revision of Section 412 - Fast Track Portland Cement Concrete Pavement 38 Revision of Section 608 - Concrete Curb Ramp 39 Revision of Section 625 - Construction Surveying 41 Revision of Section 627 - Pavement Marking 43 Force Account Items 44 Traffic Control Plan -General 45 Utilities 47 y Lemay Avenue Right Turn Lane At Mulberry Street August 2007 Project Special Provisions CDOT Project No. AQC M455-070 CDOT Subaccount No. 15153 NOTICE TO BIDDERS It is recommended that bidders on this project review the work site and plan details with an authorized City representative. Prospective bidders shall contact one of the following listed authorized City representatives at least 24 hours in advance of the time they wish to go over the project. Design Project Manager: Jin Wang, P.E. Phone: (970) 221-6605 Engineering Department Fax: (970) 221-6378 City of Fort Collins 281 North College Avenue Fort Collins, CO 80522-0580 Construction Project Manager: Chris Parton. P.E. Phone: (970) 416-2719 Engineering Department Fax: (970) 221-6378 City of Fort Collins 281 North College Avenue Fort Collins. CO 80522-0580 The above referenced individuals are the only representatives of the City with authority to provide any information. clarification, or interpretation regardin,o the plans, specifications. and any other contract documents or requirements. R r 0 tk 1 0 J Lenu y Avenue Right Turn Lane At Mulherry Street August 2007 Project Special Provisions CDOT Project No. AQC M455-070 CDT Suhaccount No. 157,53 CONTRACT GOAL (COMBINED) The Department has determined that Underutilized Disadvantaged Business Enterprises (UDBEs) will participate ` by contracting for a part of the work of this Contract. The contract goal for participation in this Contract by certified DBEs who have been determined to be underutilized has been established as follows: UDBE* 10 Percent The percentage will be calculated from proposals received for this project according to the following formula: ""Dollar amount of work to be contracted to underutilized DBEs (UDBEs) Percentage = 100 X Total dollar amount of the original Contract * All DBEs will be considered to be UDBEs. ** Based on DBE contract unit prices rather than prime contract unit prices. NOTE: Specific Good Faith Efforts required to meet the Contract Goal specified above are defined in the Standard Special Provisions. In addition. the Transportation Commission has determined an overall 12.69 percent annual goal for the participation of all DBEs. 2 Lemay Avenue Right Turn Lane At Mulberry .Street August 2007 Project Special Provisions CDOT Project No. AQC M455-070 CDOT Subaccount No. 151.5.3 ® COMMENCEMENT AND COMPLETION OF WORK The Contractor shall commence work under the Contract on or before the 14th day following the date of award unless such time for beginning the work is changed by the City in the "Notice to Proceed." The Contractor shall complete all work within 45 calendar days in accordance with the "Notice to Proceed." Salient features to be shown on the Contractor's Progress Schedule are: • Mobilization • Construction Surveying (By City Forces) • • Construction Traffic Control Removals and Adjustments • Roadwav Earthwork • Erosion Control 4U • Drainage System • Curb. Gutter and Sidewalk • Asphalt Pavement Concrete Pavement Landscaping Restoration & Seeding • Si,nmg and Striping (By City Forces) • Traffic Si,nals Box Reset (By City Forces) • Utility Coordination and Relocations D Section 108 of the Standard Specifications is hereby revised for this project as follows: Subsection 108.03 shall include the following: The progress schedule shall consist of a Critical Path Method (CPM) schedule prepared using the Microsoft Project software and submitted in hard and electronic formats. The contractor shall be responsible for planning, scheduling, coordinating. and reporting the progress of the work to be completed by City of Fort Collins Forces. The City of Fort Collins Forces shall be considered as subcontractor for the purposes of scheduling the work. The City will comment on the contractors initial schedule submittal for coordination of the completion of their work items. 3 Lemap Avenue Right Turn Lane At Mulberry Street Project Special Provisions August 2007 CDOT Project No. AQC M455-070 CDOT Subaccount No. 15153 REVISION OF SECTION 100 GENERAL PROVISIONS Section 100 of the Standard Specifications is hereby revised for this project as follows: Subsections 102 and 103 of the Standard Specifications are hereby deleted. See Contract Documents for additional information. 4 W fi F E F fl I 5 J J H 5.0 INTERPRETATIONS AND ADDENDA. 5.1. All questions about the meaning or intent of the Bidding Documents are to be submitted in writing to the Engineer and the OWNER. Interpretation or clarifications considered necessary in response to such questions will be issued only by Addenda. Questions received less than seven days prior to the date for opening of the Bids may not be answered. Only questions answered by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. 5.2. All questions concerning the scope of this project should be directed to the Engineer. Questions regarding submittal of bids should be directed to the City of Fort Collins' Purchasing Division. 5.3. Addenda may also be issued to modify the Bidding Documents as deemed advisable by OWNER or Engineer. 5.4. Addenda will be mailed or delivered to all parties recorded by the OWNER as having received the Bidding documents. 6.0 BID SECURITY 6.1. Each Bid must be accompanied by Bid Security made payable to OWNER in the amount stated in the Invitation to Bid. The required security must be in the form of a certified or bank cashier's check payable to OWNER or a Bid Bond on the form enclosed herewith. The Bid Bond must be executed by a surety meeting the requirements of the General Conditions for surety bonds. 6.2. The Bid Security of the successful Bidder will be retained until such Bidder has executed the Agreement and furnished the required contract security, whereupon Bid Security will be returned. If the successful Bidder fails to execute and deliver the Agreement and furnish the required contract security within 15 days of the Notice of Award, OWNER may annul the Notice of Award and the Bid Security of that Bidder will be forfeited. The Bid Security of other Bidders whom OWNER believes to have reasonable chance receiving the award may be retained by OWNER until the earlier of the seventh day after the effective date of the Agreement or the thirty-first day after the Bid Opening, whereupon Bid Security furnished by such Bidders will be returned. Bid Security with Bids which are not competitive will be returned within seven days after the Bid opening. 7.0 CONTRACT TIME. The number of days within which, or the date by which the Work is to be substantially complete and also completed and ready for Final Payment (the Contract Times) are set forth in the Agreement. 8.0 LIQUIDATED DAMAGES. Provisions for liquidated damages are set forth in the Agreement. 1 12/03 Section 00100 Page 3 �1 Lemay Avenue Right Turn Lane At Mulberry Street August 2007 Project Special Provisions CDOT Project No. AQC M455-070 CDOT Subaccount No. 15153 REVISION OF SECTION 101 DEFINITION OF TERMS Technical Specifications related to construction materials and methods for the work embraced under this Contract shall consist of the "Colorado Department of Transportation, State of Colorado, Standard Specifications for Road and Bridge Construction' dated 2005. Certain terms utilized in the Specifications referred to in the paragraph above shall be interpreted to have different meanings within the scope of this Contract. A summary of redefinitions follows: Where reference is made in the plans and specifications to Owner. Department. Chief Engineer, Resident Engineer, Project Engineer, Engineer, Erosion Control Supervisor, and Inspection and Testing Agency it is understood to mean the City of Fort Collins, Colorado representative. The sections shown on the following pages are revisions to the Technical Specifications for this project. Ft E P I 0 0 Lemay Avenue Right Turn Lane At Mulberry Street August 2007 Project Special Provisions CDOT Project No. AQC M455-070 CDOT Subaccount No. 15153 REVISION OF SECTION 102 PROJECT PLANS AND OTHER DATA Section 102 of the Standard Specifications is hereby revised for this project as follows: Subsection 102.05 shall include the following: The following information will be available for review at the City of Fort Collins Purchasing Division, 215 North Mason Street, 2nd Floor. Fort Collins. Colorado 80522 and may be examined ornime at: 1. City of Fort Collins BuySpeed: httr)://secttie2.fcYoy.com/bso/login.isp 2. Mercury-LDO Reprographics: www.mcrcurv-Ido.com Copies of the Contract Documents. complete with Construction Specifications and Drawing may be viewed and purchased at the following location until the date set for opening of bids: 1. Mercury LDO Reprograhics: • FORT COLLINS: 422 S. Link Lane. Ft. Collins. CO 80524 Ph: 970-484-1201. Fax: 970-221-0404 • ENGLEWOOD: 9632 E. Arapahoe, Englewood. CO 80112 Ph: 303-790-7169, Fax: 303-792-2936 • DENVER: 860 Bryant Street, Denver. CO 80204 Ph: 303-893-8701. Fax: 303-893-0617 • COLORADO SPRINGS: 1 I E. Las Vegas, Colorado Spring. CO 80903 Ph:719-231-812L Fax:719-633-5710 • LODO: 1660 Wynkoop Ste 130. Denver. CO 80202 Ph: 303-785-2520.Fax: 103-785-2522 • BOULDER: 2575 Pearl St. Unite C. Boulder, CO 80302 Ph: 303-539-1150.Fax: 103-539-1356 2. Builder Exchange, 223 S. Link Lane, Fort Collins. CO 80524 After the proposals have been opened, the low responsive, responsible bidder may obtain from the City of Fort Collins at no cost: 10 sets of plans and special provisions. Additional sets of plans and other available data may be purchased by cash or check from Mercury LDO Reprograhics at current reproduction prices. Subcontractors and suppliers may obtain plans and other data from the successful bidder. a Lemay Avenue Right Turn Lane At Mulberry Street August 2007 Project Special Provisions CDOT Project No. AQC M455-070 CDOT Subaccount No. 15153 Q 1 REVISION OF SECTION 1114 SCOPE OF WORK Section 104 of the Standard Specifications is hereby revised for this project as follows: Subsection 104.02 shall include: Site Conditions A. General: i 1. The Contractor acknowledges that he has satisfied himself as to the nature and location of the work, the general and local conditions, particularly those bearing upon access to the site; handling, storage, and disposal of materials; availability of water, electricity and roads; uncertainties of weather, river stages, or similar physical conditions at the site: the conformation and conditions of the ground: the equipment and facilities needed preliminary to and during the execution of the work; and all other matters which can in any way affect the work or the cost thereof under this Contract. 2. The Contractor further acknowledges that he has satisfied himself as to the character, quality and quantity of surface and subsurface materials to be encountered from his inspection of the site and from reviewing any available records of exploratory work furnished by the Owner or included in these Documents. Failure by the Contractor to acquaint himself with the physical conditions of the site and all the available information will not relieve him from responsibility for properly estimating the difficulty or cost of successfully performing the work. 3. The Contractor warrants that as a result of his examination and investigation of all the aforesaid data that he can perform the work in a good and workmanlike manner and to the satisfaction of the Owner. The Owner assumes no responsibility for any representations made by any of its officers or agents during or prior to the execution of this Contract. unless (1) such representations are expressly Stated in the Contract, and (2) the Contract expressly provides that the responsibility therefore is assumed by the Owner. B. Information on Site Conditions: Any information obtained by the Engineer regarding site conditions, subsurface information, groundwater elevations, existing construction of site facilities, and similar data will be available for inspection. as applicable, at the office of the Engineer upon request. Such information is offered as supplementary information only. Neither the Engineer nor the Owner assumes any responsibility for the completeness or interpretation of such supplementary information. 1. Differing Subsurface Conditions: a. In the event that the subsurface or latent physical conditions are found materially different from those indicated in these Documents, and differing materially from those ordinarily encountered and generally recognized as inherent in the character of work covered in these Contract Documents. the Contractor shall promptly, and before such conditions are disturbed, notify the Engineer in writing of such changed conditions. ,LJ Lema-v Avenue Right Turn Lane At Mulberry Street August 2007 Prqiect Special Provisions CDOT Project No. AQC M455-070 ' CDOT Subaccount No. 15153 REVISION OF SECTION 1114 SCOPE OF WORK f-. b. The Engineer will investigate such conditions promptly and following this investigation, the Contractor shall proceed with the work, unless otherwise instructed by the Engineer. If the Engineer finds that such conditions do so materially differ and cause an increase or decrease in the cost of or in the time required for performing the work, the Engineer will recommend to the Owner the amount of adjustment in cost and time he considers reasonable. The Owner will make the final decision on all Cham-,e Orders to the Contract re¢arding any adjustment in cost or time for completion. 2. Underground Utilities: Known utilities and structures adjacent to or encountered in the work are shown on the Drawings. The locations shown are taken from existing records and the best information available from existing utility plans and potholing. However, it is expected that there may be some discrepancies and omissions in the locations and quantities of utilities and structures shown. Those shown are for the convenience of the Contractor only, and no responsibility is assumed by either the Owner or the Engineer for their accuracy or completeness. C. Execution: I. Where the Contractor's operations could cause damage or inconvenience to railway, telegraph, telephone, television, oil. gas. electricity. water, sewer, or irrigation systems, the operations shall be suspended until all arrangements necessary for the protection of these utilities and services have been made by the Contractor. 2. Notify all utility offices which are affected by the construction operation at least 48 hours in advance. Under no circumstances expose any utility without first obtaining permission from the appropriate agency. Once permission has been granted, locate, expose. and provide temporary support for all existing underground utilities. 3. The Contractor shall protect all utility poles from damage. If interfering power poles. telephone poles. guy wires, or anchors are encountered, notify the Engineer and the appropriate utility company at least 48 hours in advance of construction operations to permit the necessary arrangements for protection or relocation of the interfering structure. 4. The Contractor shall be solely and directly responsible to the owner and operators of such properties _ for any damage, igjury, expense, loss, inconvenience, delay, suits. actions. or claims of any character brought because of any injuries or damage which may result from the construction operations under this Contract. 5. Neither the Owner nor its officers or agents shall be responsible to the Contractor for damages as a result of the Contractor's failure to protect utilities encountered in the work `J 6. If the Contractor. while performing the Contract. discovers utility facilities not identified in the Drawings or Specifications. he shall immediately notify the Owner, utility, and the Engineer in writing 7. In the event of interruption to domestic water, sewer, storm drain, or other utility services as a result of accidental breakage due to construction operations, promptly notify the proper authority. Cooperate with said authority in the restoration of service as promptly as possible and bear all costs of repair. E J �� fl 1 H H I U Leman Avenue Right Turn Lane At Mulberry Street August 2007 Project Special Provisions CDOT Project No. AQC M455-070 CDOT Subaccount No. 15153 -3- REVISION OF SECTION 104 SCOPE OF WORK S. The Contractor shall replace, at his own expense, any and all other existing utilities or structures removed or damaged during construction, unless otherwise provided for in these Contract Documents or ordered by the Engineer. 9. Interfering Structures - The Contractor shall take necessary precautions to prevent damage to existing structures whether on the surface, aboveground, or underground. An attempt has been made to show major structures on the Drawings. The completeness and accuracy cannot be guaranteed, and it is presented simply as a guide to avoid known possible difficulties. 10. Field Relocation - During the progress of construction, it is expected that minor relocations of the work will be necessary. Such relocations shall be made only by direction of the Engineer. If existing structures are encountered that prevent the construction, and that are not properly shown on the Drawings, notify the Engineer before continuing with the construction in order that the Engineer may make such field revision as necessary to avoid conflict with the existing structures. If the Contractor shall fail to so notify the Engineer when an existing structure is encountered, and shall proceed with the construction despite the interference, he shall do so at his own risk. D. Easements: Where portions of the work are located on public or private property, easements and permits will be obtained by the Owner. Easements will provide for the use of the property for construction purposes to the extent indicated on the easements. Copies of these easements and permits are available upon request to the Owner. It shall be the Contractor's responsibility to determine the adequacy of the easement obtained in every case and to abide by all requirements and provisions of the easement. The Contractor shall confine his construction operations to within the easement limits or make special arrangements with the property owners or appropriate public agency for the additional area required. Any damage to property. either inside or outside the limits of the easements provided by the Owner, shall be the responsibility of the Contractor as specified herein. The Contractor shall remove, protect, and replace all fences or other items encountered on public or private property. Before final payment will be authorized by the Engineer, the Contractor will be required to furnish the Owner with written releases from property owners or public agencies where side agreements or special easements have been made by the Contractor or where the Contractor's operations, for any reason. have not been kept within the construction right-of-way obtained by the Owner E. Land Monuments: The Contractor shall notify the Engineer of any existing Federal. State, Town. County. and private land monuments encountered. Private monuments shall be preserved. or replaced by a licensed surveyor at the Contractor's expense. When Government monuments are encountered. the Contractor shall notify the Engineer at least two (2) weeks in advance of the proposed construction in order that the Engineer will have ample opportunity to notify the proper authority and reference these monuments for later replacement. Subsection 104.05 shall include: Contractors Use of Premises The Contractor may use the Owners property designated within the construction limits shown on the Plans for equipment and materials as long as he confines his operations to those permitted by local laws, ordinance and permits and meet the following requirements: I�s Leman Avenue Right Turn Lane At Mulbern• Street August 2007 Project Special Provisions CDOT Project No. AQC M455-070 CDOT Subaccount No. 15153 u -4- REVISION OF SECTION 104 SCOPE OF WORK 1. Do not unreasonably encumber site with materials or equipment. 2. Assume full responsibility for protection and safekeeping of products stored on premise. 3. Move any stored products which interfere with operations of the Owner. 4. Obtain and pay for use of additional storage or work areas needed for operations. Limits of Construction The Contractor must maintain all of his construction activities within the Owner's property and/or construction easements and limits of the project. or other stated areas. unless permits and/or written permission are obtained by the Contractor. from appropriate authorities or private property owners. outside of these areas. Contractor to fence all easements and work areas. Thetemporary permits must be secured and paid for by the Contractor at no extra cost to the Owner. Any temporary permits secured must be in writing and a copy of same provided to the Engineer. Security u The Contractor shall at all times be responsible for the security of his facilities and equipment. The Owner will ^ not take responsibility for missing or damaged equipment. tools. or personal belongins of the Contractor. 10 T LemaP Avenue Right Turn Lane At Mulberry Street August 2007 0 Project Special Provisions CDOT Project No. AQC M455-070 CDOT Subaccount No. 15153 1 REVISION OF SECTION 105 CONTROL OF WORK Section 105 of the Standard Specifications is hereby revised for this project as follows: Subsection 105.02 shall be replaced with: Submittals A. Requirements: 1. Where required by the Specifications, the Contractor shall submit descriptive information that will enable the Engineer to determine whether the Contractor's proposed materials, equipment, methods of work are a in general conformance to the design concept and in accordance with the Drawings and Specifications. The information submitted may consist of drawings, specifications. descriptive data, certificates, samples, test results, product data, and Such other information, all as specifically required in the Specifications. In fin some instances, specified submittal information describes some, but not all features of the material, 10 equipment, or method of work. 2. The Contractor shall be responsible for the accuracy and completeness of the information contained in ® each submittal and shall assure that the material. equipment. or method of work shall be as described in the submittal. The Contractor shall verify that all features of all products conform to the requirements of the Drawings and Specifications. The Contractor shall ensure that there is no conflict with other a submittals and notify the Engineer in each case where its submittal may affect the work of another Contractor or the Owner. The Contractor shall ensure coordination of submittals among the related crafts and subcontractors. 3. Submittals will be reviewed for overall design intent and returned to Contractor with action to be indicated by the Engineer. It shall be the Contractor's responsibility to assure that previously accepted documents are destroyed when they are superseded by a resubmittal as such. 4. It shall be the Contractor's responsibility to ensure that required items are corrected and resubmitted. Any work done before approval shall be at the Contractor's own risk. B. Submittal Procedure: I. Unless a different number is called for in the individual sections, six (6) copies of each submittal and sample are required, four (4) of which will be retained by the Engineer. The Contractor shall receive two (2) copies in return. Faxed submittals will not be accepted. 2. Submittals that are related to or affect each other shall be forwarded simultaneously as a package to facilitate coordinated review. Uncoordinated submittals will be rejected. 3. If the items or system proposed are acceptable but the major part of the individual drawingsor documents are incomplete or require revision, the submittal will be returned with requirements for completion. 4. The right is reserved for the Engineer to require submittals in addition to those called for in individual sections. II I°o Leman Avenue Right Turn Lane At Mulberry Street August 2007 Project Special Provisions _ CDOT Project No. AQC M455-070 CDOT Subaccount No. 15153 u REVISION OF SECTION 105 CONTROL OF WORK `J 5. Submittals regarding material and equipment shall be submitted directly to the Engineer and will be accompanied by a transmittal form. A separate form shall be used for each specific item. class of material, equipment, and items specified in separate discrete sections for which the submittal is required. Submittals for various items shall be made with a single form when the items taken together constitute a manufacturers package or are so functionally related that expediency indicates checking or review of the <_>roup or package as a whole. 6. A unique number, sequentially assigned. shall be noted on the transmittal form accompanying each item submitted. Original submittal numbers shall have the following format: `XXX-)':" where "XXX" is the originally assigned submittal number and "Y" is a sequential letter assigned for resubmittals (i.e.. A. B. or C being the first, second and third resubmittals, respectively). Submittal 25B, for example, is the second resubmittal of Submittal 25. If the Contractor proposes to provide material, equipment, or method of work that deviates from the Contract Documents, it shall indicate so under "deviations" on the transmittal form accompanying the submittal copies. Submittals that do not have all the information required to be submitted. including deviations. are not acceptable and will be returned without review. C. Review Procedure: Submittals are specified for those features and characteristics of materials. equipment, and methods of operation that can be selected based on the Contractor's judgment of their conformance to the requirements of the Drawing and Specifications. Other features and characteristics are specified in a" manner that enables the Contractor to determine acceptable options without submittals. The review procedure is based on the Contractor's guarantee that all features and characteristics not requiring submittals conform to the Drawings and Specifications. Review shall not extend to means, methods, techniques, sequences, or procedures of construction or to verifying quantities, dimensions. weights or gages, or fabrication processes (except where specifically indicated or required by the Specifications) of _ separate items, and as such. will not indicate approval of the assembly in which the item functions. 2. Unless otherwise specified. within twenty-one (21) calendar days after receipt of the submittal. the Engineer will review the submittal and return copies. The returned submittal will indicate one of the following actions: L a. If the review indicates that the material, equipment, or work method complies with the Specifications, submittal copies will be marked "NO EXCEPTIONS TAKEN". In this event, the Contractor may begin to implement the work method or incorporate the material or equipment covered by the u submittal. b. If the review indicates limited corrections are required. copies will be marked 'REVIEWED. COMMENTS AS NOTED". The Contractor may begin implementing the work method or incorporating the material and equipment covered by the submittal in accordance with the noted corrections. Where submittal information will be incorporated in Operation and Maintenance data, a corrected copy shall be provided. u 12 No— M IiI Lemay Avenue Right Turn Lane At Mulberq, Street August 2007 Project Special Provisions CDOT Project No. AQC M455-070 CDOT Subaccount No. 1515.3 D REVISION OF SECTION 105 CONTROL OF WORK c. If the review indicates that the submittal is insufficient or contains incorrect data, copies will be marked "REVISE AND RESUBMIT". Except at its own risk, the Contractor shall not undertake work covered by this submittal until it has been revised, resubmitted and returned marked either "NO aEXCEPTIONS TAKEN" or "REVIEWED, COMMENTS AS NOTED". d. If the review indicates that the material, equipment. or work method do not comply with the Specifications. copies of the submittal will be marked "REJECTED". Submittals with deviations that have not been identified clearly may be rejected. Except at its own risk, the Contractor shall not undertake the work covered by such submittals until a new submittal is made and returned marked either "NO EXCEPTIONS TAKEN" or `REVIEWED, COMMENTS AS NOTED". D. Drawing: 1. The term "shop drawings" includes drawings, diagrams. layouts, schematic, descriptive literature, illustrations schedules performance and test data, and similar materials furnished by Contractor to explain in detail specific portions of the work required by the Contract. 2. Contractor shall coordinate all such drawings, and review them for legibility, accuracy, completeness and compliance with contract requirements and shall indicate this approval thereon as evidence of such coordination and review. Shop drawing submitted to the Engineer without evidence of Contractor's approval will be returned for resubmission. 3. Shop drawing shall be clearly identified with the name and project number of this contract, and references to applicable specification paragraphs and contract drawings. When catalog pages are submitted, applicable items shall be clearly identified. 4. Contractor shall stamp his approval on shop drawings prior to submission to the Engineer as indication of his checking and verification of dimensions and coordination with interrelated items. Stamp shall read: "(Contractors Name) represents that we have determined and verified all field dimensions and -� measurements, field construction criteria, materials, catalog numbers and similar data, and that we have checked with the requirements of the Specifications and Drawings. the Contract Documents, and General Conditions". Marks on drawings by Contractor shall not be in red. Any marks by Contractor shall be duplicated on all copies submitted. 5. If shop drawings show variations from contract requirements, Contractor shall describe such variations in writing, separate from the drawings, at time of submission. All such variations must be approved by the Engineer. if Engineer approves any such variations. he shall issue an appropriate contract modification, except that. if the variation is minor and does not involve a change in price or in time of performance, a modification need not be issued. 6. Should the Contractor propose any item on his shop drawings or incorporate an item into the work, and that item should subsequently prove to be defective or otherwise unsatisfactory. (regardless of the Engineer's preliminary review), the Contractor shall, at his own expense, replace the item with another item that will perform satisfactorily. 13 Leman Avenue Right Turn Lane At Mulberry Street August 2007 Project Special Provisions CDOT Project No. AQC M455-070 CD07'Subaccount- No. 15153 v -4- REVISION OF SECTION 105 CONTROL OF WORK E. Certificates: v For those items called for in individual sections, furnish six (6) certificates of compliance from manufacturers or suppliers certifying that materials or equipment being furnished under the Contract comply with the requirements of these Specifications. F. Samples: Samples shall be sufficient in size to dearly illustrate functional characteristics and full range of color. texture, and pattern. G. Effect of Review of Contractors Submittals: Review of drawings, data, methods of work. or information regarding materials or equipment the Contractor proposes to provide, shall not relieve the contractor of its responsibility for errors therein and shall not be regarded as an assumption of risks or liability by the Engineer or the Owner, or by any officer or employee thereof. and the Contractor shall have no claim under the Contract on account of the failure or partial failure. of the method of work, material, or equipment so reviewed. A mark of "NO EXCEPTIONS TAKEN" or "REVIEWED. COMMENTS AS NOTED" shall mean that the Owner has no objection to the Contractor "r upon its own responsibility, using the plan or method of work proposed, or providing the materials or equipment proposed. U Subsection 105.08 shall be revised as follows: Delete the second paragraph and replace with the following: In case of discrepancy the order of precedence is as follows: (a) General Conditions of the Construction Contract " (b) Special Provisions 1. Project Special Specifications 2. Standard Special Provisions (c) Plans L Detailed Plans 2. Standard Plans Calculated dimensions will govern over scaled dimensions. (d) Supplemental Specifications (e) Standard Specifications Subsection 105.09 shall include: Coordination with Property Owners and Tenants U The City of Fort Collins is committed to maintaining a positive working relationship with the businesses and residents in the project area. Every effort will be made to maintain pedestrian and bicycle now and to accommodate special events and holidays for businesses. pedestrians, parking, and vehicle traffic. The Contractor u 14 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 u 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 w, 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. `J 10.2. If OWNER or Engineer after, due investigation has reasonable objection to any proposed Subcontractor, either may, before the Notice of u 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. y 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. r 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. v u 12/03 Section 00100 Page 4 to Leman Avenue Right Turn Lane At Mulbem, Street August 2007 D Project Special Provisions CDOT Project No. AQC M455-070 CDOT Subaccount No. 15153 -5- ® REVISION OF SECTION 105 CONTROL OF WORK shall be responsible to coordinate all work activities with private property owners and tenants along the project corridor. Access shall be maintained at all times. The Contractor shall be responsible for communicating accurate scheduling information to the project team to assure proper notification of businesses and residents. In particular, any proposed disruption or closure to an existing access must be communicated to the property Owners and tenants with as much notice as possible. The minimum notice that will be allowed for any proposed access change is 48 hours. The Contractor shall ensure that adequate alternate access is in place for vehicles and pedestrians and any property -specific access needs are addressed prior to any change in existing access. The Contractor shall identify his method of maintaining these accesses on the Construction Traffic Control plans (see Traffic Control — General). Coordination with Traffic Engineer The Contractor shall coordinate with the Owner's Traffic Engineer for all traffic control activities. This shall Q include, but not be limited to. installation and timing of temporary traffic detours, and closure of any partial intersection movements. lane reductions. removal and installation of all traffic signal equipment, removal and installation of all signing and striping. The Contractor is responsible for removal of striping required for traffic control phasing. Subsection 105.12 shall include: Surveving Coordination A. The Owner will provide construction surveying for the project. City Survey Crews will perform the D 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 restaking 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 staked to any necessary forms and for constructing all pipelines. drainage ways. pavements, inlets, walls, and other structures in accordance with the information on the stakes and grade sheets supplied by the Owner. 1 15 E-1 Lemap Avenue Right Turn Lane At Mulberry Street August 2007 Project Special provisions CDOT Project No. AQC M455-070 CD07' Subaccaunt No. 15153 v REVISION OF SECTION 106 CONTROL OF MATERIAL ` Section 106 of the Standard Specifications is hereby revised for this project as follows: ~ Subsection 106.01 shall include: Substitutions and Product Options A. Description 1. This section describes the procedure required by the Contractor for product substitutions. 2. Requests for Substitution: t� a. Base all bids on materials. equipment and procedures specified. b. Certain types of equipment and kinds of material are described in specifications by means of trade names and catalog numbers. and/or manufacturer's names. Where this occurs, it is not intended to exclude from consideration such types of equipment and kinds of material bearing other trade names, catalog numbers and/or manufacturers names, capable of accomplishing purpose of types of equipment or kinds of material specifically indicated. r-. c. Other types of equipment and kinds of material may be acceptable to the Owner and Engineer. d. Types of equipment. kinds of material and methods of construction, if not specifically indicated must be approved in writing by Engineer and the Owner. 1 3. Submission of Requests for Substitution: a. After Notice to Proceed. the Owner / Engineer will consider written requests for substitutions of products, materials, systems or other items. b. The Engineer reserves the right to require substitute items to comply color and pattern -wise with base specified items, if necessary to secure "design intent'. c. Submit six (6) copies of request for substitution. Include in request: 1) Complete data substantiating compliance of proposed substitute with Contract Documents. 2) For products: i. Product identification, including manufacturer's name. ii. Manufacturers literature, marked to indicate specific model. type. size, and options to be �— considered: Product description; performance and test data; reference standards; difference in power demand; dimensional differences for specified unit. iii. Name and address of similar projects on which product were used, date of installation, and field performance data. v 16 v L"J LJ 11 N M N R kit L I 0 Lemay Avenue Right Turn Lane At Mulberry Street Project Special Provisions -2- REV1SION OF SECTION 106 CONTROL OF MATERIAL 3) For construction methods: i. Detailed description of proposed method. ii. Drawings illustrating methods. August2007 CDOT Project No. AQC M455-070 CDOT Subaccount No. 15153 4) Itemized comparison of proposed substitution with product or method specified. 5) Data relating to changes in construction schedule. 6) Relation to separate contracts. 7) Accurate cost data on proposed substitution in comparison with product or method specified. d. In making request for substitution, or in using an approved substitute item, Supplier / Manufacturer represents: I ) He has personally investigated proposed product or method, and has determined that it is equal or superior in all respects to that specified and that it will perform function for which it is intended. 2) He will provide same guarantee for substitute item as for product or method specified. 3) He will coordinate installation of accepted substitution into work, to include building modifications if necessary, making such changes as may be required for work to be complete in all aspects. 4) He waives all claims for additional costs related to substitution which subsequently become apparent. 4. Substitutions: Request sufficiently in advance to avoid delay in construction. 5. Contractor's Option: a. For products specified only by reference standards. select any product meeting standards by any manufacturer, indicate selected type in submission. b. For products specified by naming several products or manufacturers, select any product and manufacturer named. indicate selected type in submission. c. For products specified by naming one or more products, but indicating option of selecting equivalent products by stating "or equivalent" after specified product. Contractor must submit request, as required for substitution, for any product not specifically named. 6. Rejection of Substitution or Optional Item: Substitutions and/or options will not be considered if They are indicated or implied on shop drawings, or project data submittals, without formal request submitted in accordance with this section. 17 L"J Leman Avenue Right Turn Lane At Mulberry Street August 2007 project Special Provisions CDOT Prgject No. AQC M455-070 CDOT Subaccount No. 15153 -3- REVISION OF SECTION 106 CONTROL OF MATERIAL Subsection 106.03 shall include: Materials Testing A. Provide such equipment and facilities as are required for conducting field tests and for collecting and forwarding samples. Do not use any materials or equipment represented by samples until tests. if required. have been made and the materials or equipment found to be acceptable. Am' product which becomes unfit for use after approval thereof shall not be incorporated into the work. B. Tests shall be made by an accredited testing laboratory selected by the Owner. Except as otherwise provided, sampling and testing of all materials and the laboratory methods and testing equipment shall be in accordance with the latest standards and tentative methods of the American Society for Testing Materials (ASTM), and the American Association of Highway and Transportation Officials (AASHTO). C. Where additional or specific information concerning testing methods, sample sizes, etc., is required. such information is included under the applicable sections of the Specifications. Any modification of. or elaboration on, these test procedures which may be included for specific materials under their respective sections in the Specifications shall take precedence over these procedures. D. Owners Responsibilities 1. The Owner shall be responsible for and shall pay all costs in connection with the following testing: a. Soils compaction tests. b. Trench backfill. c. Pipe and structural bedding. d. Tests not called for by the Specifications of materials delivered to the site. e. Concrete tests. I. Pavement tests E. Contractors Responsibilities 1. 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: a. Concrete materials and mix designs. b. Design of asphalt mixtures. c. All performance and field-testing specifically called for by the Specifications. d. All retesting for work or materials found defective or unsatisfactory, including tests covered above. fF9 Lemav Avenue Right Turn Lane At Mulberq, Street Project Special Provisions -4- REVISION OF SECTION 106 CONTROL OF MATERIAL August2007 CDOT Project No. AQC M4.55-070 CDOT Subaccount No. 15153 F. Transmittal of Test Reports Written reports of tests and engineering data furnished by Contractor for Engineers review of materials and equipment proposed to be used in the work shall be submitted as specified for Shop Drawings. The testing laboratory retained by the Owner or Engineer will furnish three (3) copies of a written report of each test performed by laboratory personnel in the field or laboratory. Two (2) copies of each test report will be transmitted to the Engineer and one ( I ) copy to the Contractor within seven (7) days after each test is completed. 19 Lemap Avenue Right Turn Lane At Mulberry Street August 2007 Project Special Provisions CDOT Project No. AQC M455-070 CDOT Subaccount No. 15153 v REVISION OF SECTION 107 ENVIRONMENTAL CONTROLS Section 107 of the Standard Specifications is hereby modified to include the following: Environmental Controls The work of this section consists of obtaining permits and providing environmental controls consistent with regulatory permits through the duration of the work required under this project. A. Dust Control Application: 1. The Contractor shall execute work by methods to minimize raisin_ dust from construction operations. 2. The Contractor shall provide and apply dust control at all times, including evenings, holidays and weekends, as required to abate dust nuisance on and about the site that is a direct result of construction activities. The use of non -approved chemicals, oil, or similar palliatives will not he allowed. Dust control agents may be used only after prior approval of the Owner. The Contractor shall be required to provide sufficient quantities of equipment and personnel for dust control sufficient to prevent dust nuisance on and about the site. 3. The Owner will have authority to order dust control work whenever in its opinion it is required, and there shall be no additional cost to the Owner. The Contractor shall be expected to maintain dust control measures effectively whether the Owner or Engineer specifically orders such Work. B. Preservation of Natural Features: Confine operations as much as possible. Exercise special care to maintain natural surroundings in an undamaged condition. Within the work limits, barricade trees, rock outcroppings, and natural features to be preserved. C. Housekeeping: Keep project neat, orderly. and in a safe condition at all times. Store and use equipment. tools, and materials in a manner that does not present a hazard. Immediately remove all rubbish. Do not allow rubbish to accumulate. Provide on -site containers for collection of rubbish and dispose of it at frequent intervals during progress of work. D. Disposal 1. Disposal of Waste (Unsuitable) Materials: All material determined by the Engineer to be waste will be disposed of in approved landfill in a manner meeting all regulations. Dispose of waste materials. legally. at public or private dumping areas. Do not bury wastes inside of the limits of construction. All costs for dump fees, permits, etc., to be borne by the Contractor. 2. Disposal of Garbage and Other Construction Materials: Provide sanitary con t ainersldumpsters and haul away contents such that no overflow exists. u v Iu 3. Excess excavation shall become the property of the Contractor and shall be legally disposed of by him outside the limits of construction to an approved disposal site. Excess excavated material suitable for backfill shall not be disposed of until all backfill operations are complete. —' 4. The Contractor is to immediately inform Engineer of any hazardous materials encountered during construction. Dispose of waste materials legally at private or public facilities. v 20 'I Lemap Avenue Right Turn Lane At Mulberry Street August 2007 Project Special Provisions CDOT Project No. AQC M455-070 CDOT Subaccount No. 15153 If -2- REVISION OF SECTION 107 ENVIRONMENTAL CONTROLS QE. Burning: No burning of debris will be permitted. F. Water Control: A portion of the project work is located within a natural drainage course and is subject to periodic flooding due to rainfall and snowmelt, flows for adjacent developed areas and storm water pipes and ground water flows from saturated soils or other around water sources. The Contractor is responsible for managing water within the construction site and protecting property. Q G. Noise Control: All mechanical equipment shall be equipped with the best available mufflers to reduce noise. The Contractor shall be responsible for obtaining any necessary permits and shall limit noise to the permitted levels_ Noise level monitoring shall be performed by the Contractor as necessary to show that the permitted levels are not being exceeded. Permission from Owner must be obtained prior to the operation of any machinery and/or vehicles between the hours of 6 p.m. and 7 a.m. H. Erosion and Sediment Control: It shall be the responsibility of the Contractor to prepare and obtain an approved Erosion and Sediment Control Plan from the Owner. The Contractor shall obtain all applicable permits and performed all work in accordance with all applicable regulatory permits. " 71 CI N D u I 21 H Leman Avenue Right Turn Lane At Mulberry Street August 2007 Project Special Provisions CDOT Prgiect No. AQC M455-070 �. CDOT Suhaccount No. 151.53 u _1_ — REVISION OF SECTION 108 PROSECUTION AND PROGRESS J Section 108 of the Standard Specifications is hereby revised as follows: tM- Subsection 108.03 shall include the following: Project Meetings A. Pre -Construction Conference: A Pre -Construction Conference will be held after Notice of Award and before the Notice to Proceed, the date, time and location will be determined after Notice of Award. The conference shall be attended by: l . Contractor and Contractor's Superintendent 2. Contractor's Subcontractors 3. Engineer 4. Owner 5. Utility Companies 6. Others as requested by the Contractor, Owner, or Engineer. Unless previously, submitted to the Owner, the Contractor shall bring to the conference a tentative schedule of the construction project, include in the schedule shop drawings and other submittals. The purpose of the conference is to designate responsible personnel and establish a working relationship. Matters requiring coordination will be discussed and procedures for handling such matters established. The agenda will include: I. Contractors tentative Schedule 2. Permit applications and submittals, including Dewatering Permit, Erosion and Sediment Control Plan. and Traffic Control Plan 3. Transmittal, review and distribution of Contractor's submittals 4. Processing applications for payment ^ 5. Maintaining record documents 6. Critical work sequencing L 7. Field decision and change orders 8. Use of premises, office and storage areas, stagim, area. security. housekeeping, and Owner's needs 9. Contractor's assignment of safety and first aid B. Construction Progress Meetings: Progress meetings will be conducted weekly or at some other frequency. if approved by the Engineer. These meetings shall be attended by the Owner, the Engineer, the Contractor's u representative and any others invited by these people. The Engineer will conduct the meeting and the Engineer will arrange for keeping the minutes and distributing the minutes to all persons in attendance. The agenda of these project meetings will include construction progress, the status of submittal reviews, the status of information requests, critical work sequencinmn review of strategies for connections into existing facilities, status of field orders and change orders, and any general business. The Contractor will prepare a "two week look ahead' schedule to facilitate coordination of work items. 22 fl iM I'd N L Lernay Avenue Right Turn Lane At Mulherrvv Street Augus12007 Project Special Provisions CDOT Project No. AOC M455-070 CDOT Subaccount No. 15153 -2- REVISION OF SECTION 108 PROSECUTION AND PROGRESS Modifications to Time of Completion in the Approved Schedule The date of beginning and the time for completion of the work are essential conditions of the Contract Documents and the work embraced shall be commenced on a date specified in the Notice to Proceed. The Contractor will proceed with the work at such rate of progress to ensure full completion within the contract time. It is expressly understood and agreed. by and between the Contractor and the Owner that the contract time for the completion of the work described herein is a reasonable time, taking into consideration the climatic and other factors prevailing in the locality of the work. ® Every effort shall be made by the Contractor to complete the project within the "Contract Time" shown in the proposal. The "Contract Time" anticipates "Normal" weather and climate conditions in and around the vicinity of the Project site during the times of year that the construction will be carried out. Extensions of time based upon weather conditions shall be granted only if the Contractor demonstrates clearly that such conditions were 'Contractor's severe," would not have been reasonably anticipated. and that such conditions adversely affected the Contractor's work and thus required additional time to complete the work. The following specifies the procedure for the determination of time extensions for unusually severe weather. The listing below defines the anticipated number of calendar days lost to adverse weather for each month and is based upon National Oceanic and Atmospheric Administration (NOAA) or similar data for the geographic location of the project. Monthly Anticipated Calendar Days Lost to Adverse Weather Conditions JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC (7) (4) (4) (4) (6) (3) (4) (2) (3) (3) (2) (5) The above schedule of anticipated adverse weather will constitute the base line for monthly (or portion thereof) weather time evaluations. Upon acknowledgment of the Notice to Proceed and continuing throughout the contract on a monthly basis. actual adverse weather days and the impact of adverse weather days that delay the work will be recorded on a day-to-day basis. It is assumed that the work will be carried out Mondays through Fridays (holidays excepted) unless an approved construction schedule or written authorization from the Owner a indicates otherwise. The number of days of delayed work due to adverse weather or the impact thereof will then be compared to the monthly adverse weather schedule above. An actual adverse weather day must prevent work for 50 percent or more of the Contractor's workday, delay work critical to the timely completion of the project, and be documented by the Contractor. The City Representative observing the construction shall determine on a daily basis whether or not work can proceed or if work is delayed due to adverse weather or the effects thereof. The Contractor shall notify the Engineer in writing of any disagreement as to whether or not work can proceed on a given date, within 2 calendar days of that date. The Owner will use the above written notification in determining the number of working days for which work was delayed during each month. Q At the end of each month, if the number of'working days for which work was delayed due to adverse weather exceeds that shown in the above schedule. a Change Order will be executed which increases the Contract Time. The number of work days delayed due to adverse weather or the impact thereof will then be converted to Calendar Days based on the contract completion day and date. This conversion assumes a 5-day work week. Mondays 23 P Leman Avenue Right Turn Lane At Mulberry Street August 2007 .-. Project Special Provisions CDOT Project No. AQC M455-070 CDOT Subaccount No. 15153 ... through Fridays. holidays excepted: should the Contractor have authorization to work weekends and/or holidays, then the method of conversion of workdays to calendar days would take this into consideration. The contract time period will then be increased by the number of calendar days calculated above and a new contract completion day and date will be set. The Contractor's schedule must reflect the above -anticipated adverse weather delays on all weather -dependent activities. While extensions of time shall be granted for "unusually severe" weather or climate conditions. the Owner shall make no monetary compensation for any costs to the Contractor arising out of such delays. The Contractor shall comply with the portions of the Contract Documents relating to his project schedule and amendments thereto ^ which result from the "unusually severe" weather condition. u Breakdowns in equipment or lack of performance by the Contractor will not be considered justification for an extension of time. Liquidated damages will be assessed as delineated elsewhere. The Contractor shall not be charged with liquidated damages or any excess cost when the delay in completion of ^ the work is due to the following, and the Contractor has prompt]\, given written notice of such delay to the Owner or Engineer. 1. To any preference, priority, or allocation order duly issued by the Owner. 2. To unforeseeable causes beyond the control and without the fault or neOieence of the Contractor, including but not restricted to, acts of God, or of the public enemy, acts of the Owner, acts of another Contractor in the performance of a contract with the Owner. fires, floods, epidemics, quarantine restrictions, strikes, freight embargoes, and abnormal and unforeseeable weather as provided above. 3. To any delays of Subcontractors occasioned by any of the causes specified in paragraphs I and 2, above. Subsection 109.04 shall include the following: Work Hours: Standard work hours are 7 AM to 6 PM, Monday through Friday. No work shall be permited on weekends or holidays without written approval from the Project Manager. Work activity done at times other than during normal working hours may require reimbursement to the City for the overtime cost to the City. Work requests beyond normal working hours must be submitted to the Project Manager a minimum of (5) working days prior to the request date. 24 t e 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 12/03 Section 00100 Page 5 fl E Lemay Avenue Right Turn Lane At Mulberry Street August 2007 Project Special Provisions CDOT Project No. AQC M455-070 CDOT Subaccouut No. 15153 REVISION OF SECTION 202 REMOVAL OF STRUCTURES AND OBSTRUCTIONS aSection 202 of the Standard Specifications is hereby revised for this project as follows: Subsection 202.01 shall include the following: QThis work includes removal and disposal of existing wooden and metal posts within the project limits as shown on the plans and any other obstruction. as directed by the Engineer. which need to be removed for the completion of the project. Obstruction includes but not limited to vegetation, rocks and boulder. QIn subsection 202.02 delete the seventh paragraph and replace with the following: }� The existing structures and obstructions shall be removed in a manner that minimizes disturbance to the surrounding area. All removed structure and obstruction shall become the property of the Contractor and shall be disposed of outside the project site legally. 0 Subsection 202.12 shall include the following: IWork shall include all material. equipment, labor, and disposal of materials to complete the work. 0 H I I H 25 11 Lemay Avenue Right Turn Lane At Mulberry Street August 2007 'Project Special Provisions CDOT Project No. AQC M45,5-070 CDOT Subaccount No 15153 � REVISION OF SECTION 202 REMOVAL OF CONCRETE PIPE Section 202 of the Standard Specifications is hereby revised for this project as follows: Subsection 202.01 shall include the following: This work includes removal and disposal of existing concrete pipe within the project limits as shown on the plans or at locations directed by the Engineer. In subsection 202.02 delete the seventh paragraph and replace with the following: V The removed concrete pipe shall become the property of the Contractor and shall be disposed of outside the project site legally. Subsection 202.11 shall include the following: The removal of the existing concrete pipe will be measured by the linear foot of concrete pipe removed, and accepted. Excavation and backfilling will not be paid separately and shall be included in the cost for removal of concrete pipe. " Subsection 202.12 shall include the following: payment will be made under: Pay Item Par Unit Removal of Concrete pipe Linear Foot v Work shall include all material, equipment, labor. and disposal of materials to complete the work. 26 C J, N J n a g. lJ ( Leman A venue Right Turn Lane At Mulberry Street - August 2007 Ptniect Special Provisions COOT Project No. AQC M455-070 CDOT Subaccount No. 15153 REVISION OF SECTION 202 REMOVAL OF SIDEWALK Section 202 of the Standard Specifications is hereby revised for this project as follows: Subsection 202.01 shall include the following: This work includes removal and disposal of existing sidewalk within the project limits as shown on the plans or at locations directed by the Engineer. In subsection 202.02 delete the seventh paragraph and replace with the following: The existing sidewalk (6 inches thick) shall be removed in a manner that minimizes contamination of the removed sidewalk with underlying material. The removed sidewalk shall become the property of the Contractor and shall be disposed of outside the project site legally. The Contractor may dispose the removed sidewalk at the City of Fort Collins Recycling Center at Hoffman Mill Road. It is the responsibility of the Contractor to be familiar with acceptable disposal specifications of the City Recycling Center. Subsection 202.11 shall include the following: The removal of the existing sidewalk will be measured by the square yard of sidewalk removed to the required depth. and accepted. Sawcutting will not be paid separately and shall be included in the cost for removal of sidewalk. Subsection 202.12 shall include the following: Payment will be made under: �p Par Ite m Removal of Sidewalk H 1-] P N L" 1 c^ Par Unit Square Yard Work shall include all material, equipment, labor, and disposal of materials, including hauling, to complete the work. 1-7 H Leman Avenue Right Turn Lane At Mulberry Street August 2007 Project Special Provisions CDOT Project No. AQC M455-070 CDOT Subaccount No. 75753 REVISION OF SECTION 202 REMOVAL OF CURB Section 202 of the Standard Specifications is hereby revised for this project as follows: Subsection 202.01 shall include the following: This work includes removal and disposal of existing curb within the project limits as shown on the plans or at locations directed by the Engineer. In subsection 202.02 delete the seventh paragraph and replace with the following: The removed curb shall become the property of the Contractor and shall be disposed of outside the project site le,ally. The Contractor may dispose the removed curb at the City of Fort Collins Recyclin, Center at Hoffman Mill Road. It is the responsibility of the Contractor to be familiar with acceptable disposal specifications of the City Recycling Center. Subsection 202.11 shall include the following: The removal of the existing curb will be measured by the linear foot of curb removed. and accepted. Sawcutting will not be paid separately and shall be included in the cost for removal of curb. Subsection 202.12 shall include the following: Payment will be made under: Pay Item Removal of Curb Pay Unit Linear Foot Work shall include all material. equipment. labor. and disposal of materials. including hauling. to complete the work. 28 MY n F p d L N H Leman, Avenue Right Turn Lane At Mulberry Street August 2007 Project Special Provisions CDOT Project No. AQC M455-070 CDOT Subaccount No. 75153 REVISION OF SECTION 202 REMOVAL OF CONCRETE PAVEMENT Section 202 of the Standard Specifications is hereby revised for this project as follows: Subsection 202.01 shall include the following: This work includes removal and disposal of existing concrete pavement within the project limits as shown on the plans or at locations directed by the Engineer. In subsection 202.02 delete the seventh paragraph and replace with the following: The existing concrete pavement (10 inches thick) shall be removed in a manner that minimizes contamination of the removed pavement with underlying material. The removed pavement shall become the property of the Contractor and shall be disposed of outside the project site legally. The Contractor may dispose the removed pavement at the City of Fort Collins Recycling Center at Hoffman Mill Road. It is the responsibility of the Contractor to be familiar with acceptable disposal specifications of the City Recycling Center. Subsection 202.11 shall include the following: The removal of the existing concrete pavement will be measured by the square yard of pavement removed to the required depth. and accepted. Location of sawcutting shall be as directly by the Engineer. Sawcuttin2 will not be paid separately and shall be included in the cost for removal of concrete pavement. Subsection 202.12 shall include the following: Pavment will be made under: Pay Item Pay Unit Removal of Concrete Pavement' Square Yard Work shall include all material. equipment. labor, and disposal of materials. including hauling. to complete the work. oy P, Lemgr Avenue Right Turn Lane At Mulberry Street August 2007 Project Special Provisions CDOT Project No. AQC M45.5-070 CDOT Subaccount No. 15153 REVISION OF SECTION 202 REMOVAL OF ASPHALT MAT " Section 202 of the Standard Specifications is hereby revised for this project as follows: Subsection 202.01 shall include the following: This work includes removal and disposal of existing asphalt mat within the project limits as shown on the plans or at locations directed by the. Engineer. In subsection 202.02 delete the seventh paragraph and replace with the following: u The existing asphalt mat shall be removed in a manner that minimizes contamination of the removed asphalt with underlying material. The removed asphalt shall become the property of the Contractor and shall be disposed of outside the project site legally. The Contractor may dispose the removed asphalt at the City of Fort Collins u Recycling Center at Hoffman Mill Road. It is the responsibility of the Contractor to be familiar with acceptable disposal specifications of the City Recycling Center. 7- Subsection 202.11 shall include the following The removal of the existing asphalt mat will be measured by the square yard of mat removed to the required depth, and accepted. Location of sawcutting shall be as directly by the Engineer. Sawcutting will not be paid separately and shall be included in the cost for removal of asphalt mat. Subsection 202.12 shall include the following: Payment will be made under - Pa 30 N H H u LEl U f I H H L° 1 I m 7 Leman, Avenue Right Turn Lane At Mulberry Street Project Special Provisions REVISION OF SECTION 202 REMOVAL OF PAVEMENT MARKING August 2007 CDOT Project No. AQC 1144.55-070 CDOT Subaccount No. 15153 Section 202 of the Standard Specifications is hereby revised for this project as follows: Subsection 202.05 shall including the following: Location of pavement marking removal shall be as directed by the Engineer. Pavement marking on removed concrete pavement and asphalt mat are incidental to the concrete pavement and asphalt mat removal. and will not be measured and paid for separately. Removed pavement marking material and the medium used to remove the pavement marking shall be sweep up and disposed of outside the project site legally. Subsection 202.12 shall include the followin_: Payment will be made under: Pay Item Removal of Pavement Markine Pay Unit Square Foot Payment for removal of pavement marking will be full compensation for all labor and materials necessary to complete the work. including clean-up and disposal. 31 H Leman Avenue Right Turn Lane At Mulberry Street August 2007 Project Special Provisions CDOT Project No. AQC M455-070 CDOT Subaccouni No. 15153 REVISION OF SECTION 202 REMOVAL OF FENCE Section 202 of the Standard Specifications is hereby revised for this project as follows: Subsection 202.01 shall include the following: This work includes removal and disposal of existing fence within the project limits as shown on the plans or at locations directed by the Engineer. In subsection 202.02 delete the seventh paragraph and replace with the. following: The existing fence shall be removed in a manner that minimizes disturbance to the surrounding area. All removed fence materials shall become the property of the Contractor and shall be disposed of outside the project site legally. Subsection 202.11 shall include the following: The removal of the existing fence will be measured by the linear foot of fence removed. and accepted. Subsection 202.12 shall include the following: Payment will be made under: Pay Item Pas Unit Removal of Fence Linear Foot Work shall include all material. equipment. labor. and disposal of materials to complete the work. including excaving and backfilling. 32 I Lemay Avenue Right Turn Lane At Mulberry .Street August 2007 Project Special Provisions CDOT Project No. AQC M455-070 CDOT Suhaccount No. 15153 REVISION OF SECTION 203 PROOF ROLLING Section 203 of the Standard Specifications is hereby revised for this project as follows: Subsection 203.13(n delete and replace with the following: Proof rolling will not be measured but shall be incidental to the work. Subsection 203.14 shall include the following: Proof rolling will not be measure and paid for separately. but shall be included in the work. L,J U 4 P G I C le al H 1 33 H L Lemay Avenue Right Turn Lane At Mulberry Street August 2007 Project Special Provisions CDOT Project No. AQC M455-070 CDOT Subaccount No. 15153 u REVISION OF SECTION 304 AGGREGATE BASE COURSE U Section 304 of the Standard Specifications is hereby revised for this project as follows: _ Subsection 304.02 shall include the following: Materials for the base course shall be Aggregate Base Course (Class 6) as shown in subsection 703.03 The aggregate base course (Class 6) must meet the gradation requirements and have a resilient modular of at least 32.883 psi or a resistance value. R>78 when tested by the Hveem Stabilometer method. Subsection 304.04 shall include the following: Any excavation and fill required to place the aggregate base course and the preparation of the subgrade will not be measure and paid for separately. but shall be included in the work. Any access excavated material not used on site shall become the property of the Contractor and shall be disposed of at the City of Fort Collins Recycling Center at Hoffman Mill Road. Materials not accepted at the City Recycling Center shall be disposed of outside the project site. Subsection 304.08 shall include the following Payment will be made under: U Pay Item Pay Unit Aggregate Base Course (Class 6) Ton '�- Work shall include all material. equipment, labor, and disposal of any access excavated materials, including hauling, to complete the work. 34 r fy C�J Winmis(iativc Services,, Put c lasing ilivisoll ADDENDUM No 2 SPECIFICATIONS AND CONTRACT DOCUMENTS Description of Bid 6062 Lemay Right Turn Lane at Mulberry OPENING DATE 3 00 P M (Our Clock) September 20, 2007 To all prospective bidders under the specifications and contract documents described above, the following changes are hereby made CHANGE: 1 . OPENING DATE: 3:00 P.M. (Our Clock) September 20, 2007 1 • Contractors must submit form 714 (UDBE) and 606 Anti -Collusion Affidavit. 0 • Form 606 and 714 (attached) C I Please contact John D Stephen, CPPO, CPPB, Senior Buyer at (970) 221-6777 with any questions regarding this addendum RECEIPT OF THIS ADDENDUM MUST BE ACKNOWLEDGED BY A WRITTEN STATEMENT ENCLOSED WITH THE BID/QUOTE STATING THAT THIS ADDENDUM HAS BEEN RECEIVED. 1 215 North Mason Street • 2"" Floor • P 0 Box 580 • Fort Collins, CO 80522-0580 - (970) 221-6775 • Fax (970) 221-6707 sssnv I<eov Loin 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 J 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. w is.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. V 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.i 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. 12/03 Section 00100 Page 6 ill Lemay Avenue Right Turn Lane At Mulberry Street August 2007 Project Special Provisions CDOT Project No. AQC M455-070 CDOT Subaccount No. 15153 REVISION OF SECTION 403 HOT MIX ASPHALT eSection 403 of the Standard Specifications is hereby revised for this project as follows: Subsection 403.02 shall include the followin,: The design mix for hot mix asphalt shall conform to the following: N H H; H H CJ H TABLE 403-1 Test Value For Grading Property S(loo) SG(100) Method Air Voids. percent at: N (initial) Ifor information only) CPL 5115 >I1.0 >11.0 N(desum) 3.5-4.5 3.5-4.5 Lab Compaction (Revolutions): N (initial) lfor information only] CPL 5115 8 8 N (design) 100 100 Stability. minimum CPL 5106 30 30 Minimum 17o of the aggregate retained on the 4.75 mat (No. 4) sieve having at CP 45 90 80 least 2 mechanically induced fractured faces Accelerated Moisture Susceptibility CPL 5109 Tensile Strength Ratio (Louman). Method B 80 80 minimum Minimum Dry Split Tensile Strength, CPL 5109 1-05 (30) 205 (30) Apa (psi) Method B Grade of Asphalt Cement. Top Laycr PG 64-28 Grade of Asphalt Cement. Lavers below PG 58-28 Top Voids in the Mineral Aggregate (VMA) See Table See Table % minimum CP 48 403-2 403-2 Voids Filled with Asphalt (VFA), o, Al MS-2 65-75 65-75 Dust to Asphalt Ratio 1 Fine Gradation CP 50 0.0 - 1.2 0.6 - 1.2 - Coarse Gradation 0.8 - 1.6 0.8 - 1.6 Note: AI MS-2 = Asphalt Institute Manual Series 2 N otc: The current version of CPL 51 15 is available from the Region Materials Engineer. Note: Mixes with gradations having Tess than 40% passing the 4.75 mm (No. 4) sieve shall be approached with caution because of conslructability problems. Note: Gradations for mixes with a nominal maximum aggregate size of one -inch or larger are considered a coarse gradation if they pass below the maximum density line at the #4 screen. Gradations for mixes with a nominal maximum aggregate size of 3/4 inch or smaller are considered a coarse gradation if they pass below the maximum density Tine at the #8 screen. 35 0 Lemay Avenue Right Turn Lane At Mulberry Street Project Special Provisions August 2007 CDOT Project No. AQC M455-070 CDOT Subaccount No. 15153 REVISION OF SECTION 403 HOT MIX ASPHALT All mix designs shall be run with a gyratory compaction ante of 1.25 degrees and properties must satisfy Table 403-1. Form 43 will establish construction targets for Asphalt Cement and all mix properties at Air Voids up to 1.0 percent below the mix design optimum TABLE 403-2 Minimum Voids in the Mineral Aggregate (VMA) Nominal ***Design Air Voids ** Maximum Size*, mm (inches) 3.5% 4.0% 4.5% 37.5 (11/2) 11.5 12.0 12.5 25.0(1) 12.5 13.0 13.5 19.0 (3/4) 13.5 14.0 14.5 12.5 ('/2) 14.5 15.0 15.5 9.5 (%) 15.5 16.0 16.5 " The Nominal Maximum Size is defined as one sieve larger than the first sieve to retain more than 10%. ** Interpolate specified VMA values for design air voids between those listed. *** Air Void Criteria: A design air void range of 3.5 to 4.5% with a target of 4.0% will be used on all mixes. The air void criteria will be applied to the approval of the design mix. The Contractor shall prepare a quality control plan outlining the steps taken to minimize segregation of HMA. This plan shall be submitted to the Engineer and approved prior to beginning the paving operations. When the Engineer determines that segregation is unacceptable, the paving shall stop and the cause of segregation shall be corrected before paving operations will be allowed to resume. The hot mix asphalt top layer shall not contain any reclaimed or recycled asphalt pavement. Hot mix asphalt for patching shall conform to the gradation requirements for Hot Mix Asphalt (Grading S) (100). To prevent stripping, a minimum of I percent hydrated lime by weight of the combined aggregate shall be added to the aggregate for all hot mix asphalt. 36 N n I•II ,`) LJ LJ 1 Jb N r Lemay Avenue Right Turn Lane At Mulberry Street August 2007 Project Special Provisions CD07' Project No. AQC M455-070 CDOT Subaccouut No. 15153 -3- REVISION OF SECTION 403 HOT MIX ASPHALT Acceptance samples shall be taken as per CP-41. Subsection 403.03 shall include the following: The Contractor shall construct the work such that all roadwav pavement placed prior to the time paving operations end for the year, shall be completed to the full thickness required by the plans. The Contractor's Progress Schedule shall show the methods to be used to comply with this requirement. Delete subsection 403.05 and replace with the following: 403.05 The accepted quantities of hot mix asphalt will be paid for in accordance with subsection 401 22, at the contract unit price per ton for the bituminous mixture. Payment will be made under: Pay Item Pay Unit Hot Mix Asphalt (Grading SG) (100) (PG 58-28) Ton Hot Mix Asphalt (Grading S) (100) (PG 64-28) Ton Aggregate. asphalt recycling agent, additives, hydrated lime, and all other work necessary to complete each hot mix asphalt item will not be paid for separately. but shall be included in the unit price bid. When the pay item includes the PG binder grade, the asphalt cement will not be measured and paid for separately, but shall be included in the work. When the pay item does not include the PG binder grade. asphalt cement will be measured and paid for in accordance with Section 41 I. Asphalt cement used in Hot Mix Asphalt (Patching) will not be measured and paid for separately. but shall be included in the work. Excavation, preparation, and tack coat of areas to be patched will not be measured and paid for separately, but shall be included in the work. 37 Lemay Avenue Right Turn Lane At Mulberry Street August 2007 Project Special Provisions CDOT Project No. AQC M455-070 CDOT Subaccount No. 15153 REVISION OF SECTION 412 FAST TRACK PORTLAND CEMENT CONCRETE PAVEMENT Section 412 of the Standard Specifications is hereby revised for this project as follows: Delete subsection 412.03 and replace with the following: 412.03 Classification. Concrete shall conform to the requirements for Class E Concrete as specified in Section 601, with the concrete compressive strength of 4500 psi at 28 days. Concrete shall meet the requirement of Class 2 exposure to sulfate attack. When the Engineer has determined that the quantity of concrete pavement is too small to make the use of mechanical equipment practical, the Contractor will be permitted to use AASHTO M 43 Size 57 or 67 aggregate in lieu of coarse aggregate specified in Section 601. Subsection 412.24(a) shall include the following: Pav Item Pav Unit Concrete Pavement (10 inch) (Fast Track) Square Yard Concrete Pavement (10 inch) (Fast Track) (Colored) Square Yard 38 H d III u u H H H H H U 1 nr Lemat, Avenue Right Turn Lane At Mulberry Street August 2007 Project Special Provisions CDOT Project No. AQC M455-070 CDOT Subaccount No. 15153 -I- REVISION OF SECTION 608 CONCRETE CURB RAMP Section 608 of the Standard Specifications is hereby revised for this project as follows: Subsection 608.01 shall include the following: This work includes the installation of detectable warnings on concrete curb ramps at the locations shown on the plans and in accordance with the plans. Subsection 608.02 shall include the following: Detectable warnings on curb ramps shall be truncated domes of the dimensions shown on the plans. Domes shall be prefabricated by the manufacturer as a pattern on concrete or masonry pavers. Pavers shall meet all Americans with Disabilities Act (ADA) requirements for truncated domes. and when installed, shall be capable of producing the pattern of domes as shown on the plans. Pavers shall meet the requirements of ASTM C 902 or ASTM C 936. Alternate materials may be used, if pre -approved by the Engineer. The Contractor shall submit a sample of the product. the name of the selected supplier. and documentation that the product meets all contrast requirements and will be fully compatible with the curb ramp surface to the Engineer for approval prior to start of work. Known vendors of alternate products include but are not limited to the following: Vendor Name Product Phone Numbers CAST in TACT Warning TMA Construction Supply 303 295-6050 Panels East 96rdan Iron Works' Inc r Truncated Dome'Platei?' t' 800.626-465S' i i The domes and the underlying surface shall have a minimum of 70% contrast with the light reflectivity of the adjoining surface. The contrast shall be verified using the following equation: Conlrast = Bi — B2 x 100 Bi Where Bi = Lighl Reflectance Value (LRV) of the lighter area B, = LRV of the darker area Absolute black and white will not be permitted. The contrast shall be achieved by adding pigment during the fabrication of the paver. Prior to start of work, the Contractor shall submit appropriate documentation from the manufacturer verifying that the contrast has been met, along with a sample paver, to the Engineer for approval. 39 H u Lemay Avenue Right Turn Lane At Mulberry Street August 2007 _ Project Special Provisions C'DOT Project No. AQC M45.5-070 CDOT Subaccount No. 15153 -2- REVISION OF SECTION 608 CONCRETE CURB RAMP Bedding and joint sand shall be free of deleterious or foreign matter. The sand shall be natural or manufactured from crushed rock. Limestone screenings or stone dust shall not be used. Sand for bedding material shall conform to ASTM C 33. Sand that is to be placed between joints shall conform to ASTM C 144. Subsection 608.03 shall include the following: (a) Detectable Warnings. Pre -fabricated pavers for detectable warnings shall be brought to the site in steel banded, plastic banded or plastic wrapped cubes capable of being transported by a fork lift or clamp lift. Pavers shall be carefully removed and stacked in a manner which results in the least amount of damage. All pavers that are damaged during transport or delivery will be rejected and shall be replaced at the Contractor's expense. Minor cracks or chipping due to transport and handling that do not interfere with the structural integrity of the paver or the overall pattern of truncated domes will not be deemed as grounds for rejection. The Contractor shall spread the bedding sand evenly in the area defined and shall screed the sand to an appropriate embedment depth as shown on the plans or as directed by the Engineer. Sufficient sand should be placed to stay ahead of laid pavers Pavers shall be placed in a running bond pattern. Domes shall be aligned to create a square grid in the predominant direction of travel as shown in the plans. Pavers shall be installed such that the base of the truncated dome is at the same elevation as the adjoining surface. allowing for a smooth transiuon between the curb ramp and the detectable warning. When cut pavers are required to fill gaps between the pavers and the edge of concrete. the Contractor shall _ bevel portions of the truncated domes at a 45-degree angle to create a smooth transition between the partial dome and the curb ramp surface. Unless otherwise directed by the Engineer, pavers shall be cut and installed u in such a manner that the domes on the cut sections will not significantly impact the overall pattern of the truncated domes. The Contractor shall use a plate vibrator to embed the pavers into the sand. The size and type of plate vibrator shall be in accordance with manufacturer's recommendations. or as directed by the Engineer. All _ pavers that are damaged during embedment shall be replaced at the Contractors expense. u Joint spacing between paver units shall be in accordance with the manufacturer's recommendations. or as approved by the Engineer. Joints shall be filled completely with joint sand. Excess sand shall be removed by sweeping. (h) Alternate products. Alternate materials shall be installed in accordance with manufacturer's recommendations. U The concrete surface to which alternate materials are to be applied shall be prepared in accordance with manufacturers recommendations. Material requirements, color and application shall be in accordance with manufacturer's recommendations and as approved by the Engineer. Subsection 608.05 shall include the following: Detectable warnings on curb ramps. including sand, pavers, alternate materials. and all other work and materials necessary for fabrication, transport, and installation will not be measured and paid for separately. but shall be included in the work. 40 4� F Lemay Avenue Right Turn Lane At Mulberry Street August 2067 Project Special Provisions CDOT Project No. AQC M455-070 CDOT Subaccount No. 15153 -I- REVISION OF SECTION 625 CONSTRUCTION SURVEYING Section 625 of the Standard Specifications is hereby revised for this project as follows: Subsection 625.01 is hereby revised to include the following: The City of Fort Collins will provide all construction survey staking for the project. All survey staking required for this project shall be requested by the Contractor in writing at least five (5) working days prior to the staking needs to be placed in the field. This notification period may be reduced by the Engineer during periods of ongoing construction staking. The Contractor shall specify the offsets required for each survey item. This information shall be provided at the pre -construction meeting. All survey staking destroyed by the Contractor. vandalism or by any other reason will be replaced at the Contractors expense. The Contractors designated representative will be required to authorize any requested re -staking or additional services at the time the services are completed. Services designated as extra will be billed at an hourly rate per the prevailing rate schedule of the surveyor. All existing survey monuments and property corner located outside of the project grading limits as defined on the plans that are damaged or destroyed by the Contractor will be replaced at the Contractor's expense. All existing survey monuments and property corners located within the project grading limits which are intended to remain in place and intact as defined on the plans shall be protected by the Contractor. Where necessary monuments. property corners, and section corners will be adjusted m replaced by the City for this project. 1. Control Location of horizontal and vertical control points will be provided at approximately 1000-foot intervals. Monuments will be set outside the limits of construction. 2. Easements and Right of Wav Temporary construction easements (TCE) and those portions of right of way between TCE's will be staked at 100 foot intervals on tangents. PCs. 50 foot intervals on curves, angle points and corner points. 3. Excavation and Embankment a. One set of slope stakes at 50-foot intervals (stations) on each side of the proposed road including intersections. Staking information to include cut/fill for • "limit of cut" or "limit of fill" location • decision point (ditch flowline or grade break) • edge of pavement • roadway centerline 41 C Lemay Avenue Right Turn Lane At Mulberry Street August 2007 Project Special Provisions CDOT Project No. AQC M455-070 —' CDOT Subaccount No. 15153 REVISION OF SECTION 625 CONSTRUCTION SURVEYING b. One set of shoulder and/or curb stakes at 50-foot stations on each side of the road including intersections. c. One set of slope or shoulder stakes for the grading of each driveway and field access. d. Ditch grades shall be defined by the slope staking described above. 4. Storm Drainaee One set of offset stakes for each storm drain pipe and inlets. 5. Utility Crossim! One set of offset stakes for the utility conduit crossings. 6. Subaradeand Pavine .� a. One set of blue top subgrade stakes at 50-foot stations on tangents. PCs and PT's after completion of the suberade preparation. Stakes to be set at 2-5-foot stations for horizontal curves with a radius less than 1.000 feet and at all vertical curves. Blue tops will be set on centerline and the edge of pavement on both sides of the roadway. These blue tops will remain in place to be used for the aggregate base course or paving operations. 7. Si2ns One set of stakes to locate each sign. Delineators No survey will be provided. The Contractor shall install delineators as specified in the plans. Stripin`' u City of Fort Collins will provide layout of all temporary pavement striping for the Contractor. 10. Mailboxes. Newspaper Boxes and Address Posts No survey will be provided. The Contractor shall reset all mailboxes. newspaper boxes and address posts per agreement with the property owner and approval by the Engineer. I l . Property Corners and Section Corners Reset property corners located along the right of way and section corners within the project eradina limits. 42 T' Leman, Avenue Right Turn Lane At Mulberry Street August 2007 Project Special Provisions CDOT Project No. AQC M455-070 CDOT Subaccount No. 15153 REVISION OF 627 PAVEMENT MARKING Section 627 of the Standard Specifications is hereby revised for this project as follows: Subsection 627.01 shall include the following: The City of Fort Collins will furnish and install all permanent pavement markings and signin, for the project. The Contractor is required to coordinate with the City for the completion of the work. n 0 F M. ILI C! L 43 I u Leung Avenue Right Turn Lane At Mulberry Street August 2007 Prqject Special provisions CD07' Project No. AOC M455-070 CDOT Subaccount No. 15153 FORCE ACCOUNT ITEMS DESCRIPTION ` This special provision contains the estimate for force account items included in the Contract. The estimated amounts marked with an asterisk will be added to the total bid to determine the amount of the performance and payment bonds. Force Account work shall be performed as directed by the Engineer. BASIS OF PAYMENT Payment will be made in accordance with subsection 109.04. Payment will constitute full compensation for all — work necessary to complete the item. Force account work valued at $5.000 or Tess, that must be performed by a licensed journeyman in order to comply with federal. state; or local codes, may be paid for after receipt of an itemized statement endorsed by the Contractor. Estimated Force Account Item QUantitv Amount F/A Minor Contract Revisions 1 F.A. $10.000* F/A Fuel Cost Adjustment 1 F.A. $ 1.500 F/A On -the -Job Trainee 0 Hour $ 0 F/A OJT Colorado Traininfl Program 1 F.A. $ 150 _ F/A Erosion Control 1 F.A. S 1.000 Force Account Item Descriptions: u F/A Minor Contract Revisions payment are for contract adjustments authorized through contract modification orders. F/A On -the -Job Trainee payment is made for on-the-job trainee used on this project. ^ F/A OJT Colorado Training Program payment is made for cost of maintaining on-the-job training program in _ compliance with the provisions of On -The -.lob Training in the Standard Special Provisions. F/A Erosion Control payment is for any unforeseen storm water issues that require erosion control but not included elsewhere in the plans or specifications. The work shall be approved by the Engineer prior to purchasing and placing any erosion control items. If justification is not proven before implementation, payment will not be made. F/A Fuel Cost Adjustment is for any unforeseen increases or decreases in the prices of gasoline and diesel fules from those in effect durine the month in which bids were received for the Contract. `J 44 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 fox- 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. fWhen OWNER gives a Notice of Award to the Successful Bidder, it will be accompanied by the required number of unsigned counterparts of the Agreement with all other. written Contract Documents attached. Within fifteen (15) days thereafter, CONTRACTOR shall sign and deliver the required number of counterparts of the Agreement and attached documents to OWNER with the required Bonds. within ten (10) days thereafter, OWNER shall deliver one fully signed counterpart to CONTRACTOR. Each counterpart is to be accompanied by a complete set of the Drawings with appropriate identification. 20.0 TAXES.' 1 12/03 Section 00100 Page 7 Lemay Avenue Right Turn Lane At Mulberry Street August 2007 e Project Special Provisions CDOT Project No. AQC M455-070 CDOT .Subaccount No. ]5753 TRAFFIC CONTROL PLAN — GENERAL The key elements of the Contractor's method of handling traffic (MHT) are outlined in Subsection 630.09. The components of the TCP for this project are included in the following: • City of Fort Collins Work Area Traffic Control Handbook, Manual of Uniform Traffic Control Devices (U.S. Department of Transportation), or applicable statutory requirements of authority havmojurisdiction. Fort Collins Handbook takes precedence over Manual of Uniform Traffic Control Devices. • Section 630 of the specifications. • Revision of Sections 100. 104. and 108 of these Project Specifications. • Standard Plan S-630-1, Traffic Controls for Highway Construction, Case I 1 and 18, and Standard Plan S-630-2. • Sienin!_ and Striping Plans Special Traffic Control Plan requirements for this project are as follows: A. The Contractor shall submit his own detailed Traffic Control Plan for the work for approval by the Owner. The submittal shall be made at least two weeks before implementation of any element of the plan. Adjustments to the approved plan may be required by the Owner based on actual traffic operation. B. No work interfering with traffic flow on Lemay Avenue or Mulberry Street shall be permitted during the hours of 7:00 AM to 8:30 AM or from 3:30 PM to 5:30 PM unless authorized in writing by the Traffic Engineer. 1 C. Closures of City streets will not be allowed. D. Lane closures on Lemay Avenue or Mulberry Street shall be allowed as approved by the City of Fort Collins Traffic Engineer. Durins all phases of construction a minimum of one lane in each direction shall remain open on Lemay Avenue or Mulberry Street. No overnight lane closure is permitted unless authorized in writing by the Traffic Engineer. 1 E. The Contractor shall maintain pedestrian and bicycle movements through the project site and the surrounding trails. The Traffic Control plan shall address the method of handling these movements. F. The Contractor shall, at all times, provide for emergency vehicle access into and through the construction site. G. Keep traffic areas free of excavated material, construction equipment, pipe, and other materials and equipment. H. Keep fire hydrants and water control valves free from obstruction and available for use at all times. 1. Conduct operations in a manner to avoid unnecessary interference with public and private roads and dri ves. J. Provide and maintain continual temporary access for businesses and residences. 45 a Lemay Avenue Right Turn Lane At Mulberry Street Project Special Provisions August 2007 CDOT Project No. AQC M455-070 CDOT Subaccount No. I5153 TRAFFIC CONTROL PLAN — GENERAL K. Roadway Usage Between Operations— At all times when work is not actually in progress. Contractor shall make passable and shall open to traffic such portion s of the project and temporary roadways or portions thereof as may be agreed upon between Contractor and Owner and all authorities having jurisdiction over any properties involved. L. The Contractor shall not have construction equipment or materials in the lanes open to traffic at any time, unless directed. M. The Contractor shall coordinate Traffic Control activities with the City of Fort Collins Traffic En_ineering and Electric Departments to assure that work activities by those departments are coordinated with the Contractor's activities. At the least 48 hours notice is required. N. The Contractor shall maintain 12'lanes throughout the project. O. The Contractor shall provide a nagger for equipment, trucks, or other pertinent construction equipment entering or leaving the construction area into traffic at all times. 46 C L. N , N 0 a`y R 1 J iI u E E y N' F. e Leman Avenue Right Turn Lane At Mulberry Street August 2007 Project Special Provisions CDOT Project No. AOC M455-070 CDOT Subaccount No. 15153 -I- UTILITIES The following Utilities are known to be within the project limits Utility/Agency Contact Phone Sanitary Sewer — City of Fort Collins Roger Buffington (970) 221-6854 Water — Cite of Fort Collins Roger Buffington (970) 221-6854 Storm Water— City of Fort Collins Glen Schlueter (970) 224-6065 Electric — City of Fort Collins Doug Martine (970) 224-6152 Forester — City of Fort Collins Ralph Zentz (970) 221-6302 Lighting - City of Fort Collins Doug Martine (970) 224-6152 Telephone - Qwest Lindon Spencer (970) 377-641 1 Traffic Operations —City of Fort Collins Ward Stanford (970) 221-6820 The work described in these plans and specifications will require full coordination between the Contractor and the Utility Companies, in accordance with Subsection 105.06 and while performing their respective operations, so the utility work can be completed with minimum delays to all parties concerned. The following utility work shall be performed by the Contractor: The Contractor shall lie responsible for coordinating the adjustment of all utilities on this project and scheduling the work to coincide with construction activities. The Contractor shall keep each utility company advised of any work being done to their facilities by the contractors forces. so that each utility company can coordinate their inspections for final acceptance with the Engineer. Provide written notice to each utility company, with a copy to the Engineer, prior to any work by a utility company that is to be coordinated with project construction. A minimum of three (3) calendar weeks of prior notice is required. Contractor to obtain necessary permits form the City and utility companies prior to starling construction activities. If needed, or as directed by the Engineer. the Contractor shrill provide traffic control for any utility work to be coordinated with the project's construction, in accordance with an approved Method of Handling Traffic (MHT). Payment to be made via contract bid item(s). The Contractor shall coordinate with the City of Fort Collins Water. when reselling valves, CP test station. and adjustment of manhole. The Contractor shall also coordinate with the City of Fort Collins Traffic Department regarding the protection and adjustment of traffic signal equipment. 47 IN Lemay Avenue Right Turn Lane At Mulberry Street August 2007 Project Special Provisions CDOT Project No. AQC M455-070 CDOT Subaccount No. 15153 UTILITIES The following utilih work shall be performed by the Utility Company or their agents: Water — City of Fort Collins: Removal and capping of fire hydrant. and reset CP test station. -- Traffic Operations — City of Fort Collins: Resetting of traffic control boxes _ General u The Contractor shall comply with Article 1.5 of Title 9, CRS ("Excavation Requirements"), when excavation or grading is planned in the area of underground utility facilities. The Contractor shall notify all affected utilities at least three (1) business days prior to commencing such operations. Contact the Utility Notification Center of Colorado (UNCC) to have locations of UNCC-registered lines marked by member companies. Call 1-800-922- 1987 for locate requests outside the Denver Metro area. All other underground facilities shall be located by -- contacting the respective company. Utility service laterals shall also be located prior to beginning excavation or .radios. The location of utility facilities, as shown on the plans and profile sheets and described herein, were obtained from the best available information. All costs incidental to the foregoing requirements will not be paid for separately. but shall be included in the work. 48 Lemay Avenue Right Turn Lane At Mulberry Street August 2007 Standard Special Provisions CDOT Project No. AQC M455-070 ` CDOT Subaccount No. 15153 CU StandaFd S w nal .4' E 4' PrOVISIOJM�-; I Lemay Avenue Right Turn Lane At Mulberry Street Standard Special Provisions August 2007 CDOT Project No. AQC M455-070 CDOT Subaccount No. 15153 COLORADO DEPARTMENT OF TRANSPORTATION CITY OF FORT COLINS, COLORADO LEMAY AVENUE RIGHT TURN LANE AT MULBERRY STREET STANDARD SPECIAL PROVISIONS Date No. of Paaes Revision of Section 101—FaNework, Formwork, and Shoring (Nov. 30, 2006) 1 Revision of Section 104— Value Engineering Change Proposals (August 1, 2005) 5 Revision of Section 105 — Conformity to the Contract (April 12. 2007) 1 Revision of Section 105 — Disputes and Claims for Contract Adjustments (August 1, 2005) 7 Revision of Section 105 — Violation of Working Time Limitation (August 1, 2005) 1 Revision of Section 106—Certificates of Compliance and Certified Test Reports (June 29, 2006) 1 Revision of Sections 106 and 601 — Concrete Sampling and Pumping (June 7, 2007) 2 Revision of Section 107 —Project Safety Planning (August 1, 2005) 3 Revision of Section 107 —Responsibility for Damage Claims, Insurance Types and Coverage Limits (August 1, 2005) 2 Revision of Section 107 — Ton -Mile Taxes (April 12. 2007) 1 Revision of Section 108 — Payment Schedule (October I I, 2006) 1 Revision of Section 109—Fuel Cost Adjustment (Nov. 30, 2006) 2 Revision of Section 109—Measurement of Quantities (August 1. 2005) 1 Revision of Section 203 —Embankment (April 7, 2006) 2 Revision of Section 208 — Storm Drain Inlet Protection (June 29. 2006) 1 Revision of Section 212—Seeding Seasons (April 12. 2007) 1 Revision of Section 401 —Longitudinal Joints (October 13, 2005) 1 Revision of Section 412—Concrete Pavement Joints (August 1, 2005) 1 Revision of Section 412 — Portland Cement Concrete Finishing (April 12, 2007) 1 Revision of Section 601 —Forms & Framework (Nov. 30. 2006) 1 Revision of Sections 601, 606, 608, 609 and 618 — Concrete Finishing (April 12. 2007) 1 Revision of Sections 601 and 701 — Structural Concrete (October 19, 2006) 6 Revision of Sections 614 and 630 — Retroflective Sion Sheeting (Sept. 2. 2005) 1 Revisionf of Section 627 — Pavement Marking (April 12, 2007) 2 Revision of Section 630 — Construction Zone Traffic Control (April 7, 2006) 1 Revision of Section 630 — Method of Handling Traffic (April 7, 2006) 1 Revision of Section 630—NCHRP 350 Requirements (August 2, 2007) 1 Revision of Section 630 — Payment for Construction Traffic Control Devices (June 7, 2007) 1 Revision of Section 630 —Portable Sian Storage (August 1, 2005) 1 Revision of Section 702— Bituminous Materials (June 29. 2006) 9 Affirmative Action Requirements —Equal Employment Opportunity (August 1, 2005) 10 Disadvantaged Business Enterprise — Definitions and Requirements (Dec. 8, 2005) 12 Minimum Wages Colorado, U.S. Department of Labor General Decision Numbers CO20070014 and CO20070015 MOD 2, Highway Construction, Statewide (August 3. 2007) 9 On the Job Training (April 12, 2007) 5 Required Contract Provisions — Federal -Aid Construction Contracts (August 1, 2005) 10 it r REVISION OF SECTION 101 FALSEWORK, FORMWORK AND SHORING Section 101 of the Standard Specifications is hereby revised for this project as follows: Add subsection 101.89 as follows: November 30, 2006 101.89 Falsework. Falsework is temporary construction used to support structural elements of concrete, steel, masonry or other materials during their construction or erection until they become self-supporting. Falsework may also be used to provide temporary support to elements of a structure during demolition or reconstruction. Add subsection 101.90 as follows: 101.90 Formwork. Formwork is the temporary structure or mold used to retain plastic or fluid concrete in its designated shape until it hardens. Add subsection 101.91 as follows: 101.91 Shoring. Shoring is temporary construction that is used to support the earth adjacent to excavation or embankment. K August 1, 2005 1 REVISION OF SECTION 104 VALUE ENGINEERING CHANGE PROPOSALS Section 104 of the Standard Specifications is hereby revised for this project as follows: Delete subsection 104.07 and replace with the following: 104.07 Value Engineering Change Proposals by the Contractor. The Contractor is encouraged to develop and offer proposals for improved construction techniques, alternative materials and other innovations. Proposals must provide a project comparable to the CDOT's original design either at lower cost or improved quality, or both. No proposals will be accepted that lowers the quality of the intended project. Bid prices shall not be based on the anticipated approval of a Value Engineering Change Proposal (VECP). Proposals shall be submitted only by the successful bidder after contract award. If a VECP is rejected, the work shall be completed in accordance with the Contract at contract bid prices. Any delay to the project due to a VECP submittal and review shall be considered within the Contractor's control and will be non -excusable with the exception of those delays that are approved as part of the VECP. Proposals shall be categorized as VECP (Category A) or VECP (Category B). VECP (Category A)s will be all proposals that involve the design and construction of a structure including but not limited to a bridge, retaining wall, concrete box culvert, or building. A VECP (Category A) will also include any proposal that would result in a change of original bid items that totals over $250,000. Alternatives investigated and not selected in the project Structural Selection Reports may be presented in a VECP, if significant benefits can be demonstrated to the Engineer. In addition, any design criteria and constraints listed in the Structural Selection Report can not be modified or relaxed as part of a VECP unless significant and previously unknown benefits can be proven to the Engineer. Experimental or demonstration -type design concepts, products, structures, or elements that have not been pre -approved by CDOT, in writing, for general use will be considered a VECP (Category A). Category A proposals will also result in a realized and shared cost savings to CDOT. Cost savings generated to the Contract as a result of VECP offered by the Contractor and accepted by the CDOT shall be shared between the Contractor and the CDOT. All other VECPs that do not meet the previous requirements will be classified as a VECP (Category B). Net cost savings on VECPs that are less than $25,000 can be kept by the Contractor. Net cost savings greater than $25,000 shall be split equally between the Contractor and MOT as defined in the Basis of Payment section of this specification. Both VECP (Category A) and VECP (Category B) will produce savings to the CDOT or provide improved project quality without impairing essential functions and characteristics of the facility. Essential functions include but are not limited to: service life, requirements for planned future development, prior commitments to governmental agencies or the public, corridor requirements, economy of operation, ease of maintenance, desired appearance, safety, and impacts to the traveling public or to the environment during and after construction. The Contractor may submit either a full VECP or a preliminary Conceptual VECP, followed by a full proposal. These proposals are subject to rejection at any time if they do not meet the criteria outlined in this subsection. (a) Submittal of Conceptual Proposal. For a VECP (Category A) that requires a significant amount of design or other development resources, the Contractor may submit an abbreviated Conceptual Proposal for preliminary evaluation. The Engineer will evaluate the information provided. The Contractor will then be advised in writing if any conditions or parameters of the Conceptual Proposal are found to be grounds for rejection. Preliminary review of a conceptual proposal reduces the Contractor's risk of subsequent rejection but does not commit the CDOT to eventual approval of the full VECP. The following information shall be submitted tar each Conceptual Proposal: August 1, 2005 2 REVISION OF SECTION 104 VALUE ENGINEERING CHANGE PROPOSALS (1) Statement that the proposal is submitted as a Conceptual VECP (2) General description of the difference between the existing Contract and the proposed change, and the advantages and disadvantages of each, including effects on service life, requirements for planned future development, prior commitments to governmental agencies or the public, corridor requirements, economy of operation, ease of maintenance, desired appearance, safety, and impacts to the traveling public or to the environment during and after construction. The Contractor shall request in writing the necessary information from the Engineer. (3) One set of conceptual plans and a description of proposed changes to the Contract specifications (4) Estimate of the anticipated cost savings or increase (5) Statement specifying the following: (i) when a response to the conceptual proposal from the CDOT is required to avoid delays to the existing contract prosecution the amount of time necessary to develop the full Proposal the date by which a Contract Modification Order must be executed to obtain maximum benefit from the Proposal (iv) the Proposal's impact on time for completing the Contract (b) Submittal of Full Value Engineering Change Proposal. The following materials and information shall be submitted for both a Category A and VECP (Category B): (1) A statement that the proposal is submitted as a VECP: (2) A description of the difference between the existing Contract and the proposed change, and the advantages and disadvantages of each, including effects on service life, requirements for planned future development, prior commitments to governmental agencies or the public, corridor requirements, economy of operation, ease and cost of maintenance, desired appearance, safety, and impacts to the traveling public or to the environment during and after construction. . The Contractor shall request in writing the necessary information from the Engineer. (3) A complete set of plans and specifications showing the proposed revisions relative to the original Contract. This portion of the submittal shall include design notes and construction details. The proposed plans and specifications shall be signed and sealed by the Contractor's Engineer. (4) A cost comparison, summarizing all of the items that the proposed VECP replaces, reduces, eliminates, adds, or otherwise changes from the original Contract work, including all impacts to traffic control, detours and all other changes. The cost comparison shall not include cost savings resulting from purportedly decreased inspection or testing requirements, or CDOT overhead; All costs and proposed unit prices shall be documented by the Contractor. (5) A statement specifying the date by which a Contract Modification Order must be executed to obtain the maximum cost reduction during the remainder of the Contract and the date when a response from the CDOT is required to avoid delays to the prosecution of the Contract. u u August 1, 2005 REVISION OF SECTION 104 VALUE ENGINEERING CHANGE PROPOSALS (6) A statement detailing the effect the Proposal will have on the time for completing the Contract. (7) A description of any previous use or testing of the proposed changes and the conditions and results. If the Proposal was previously submitted on another CDOT project, the proposal shall indicate the date, Contract number, and the action taken by the CDOT. (8) An estimate of any effects the VECP will have on other costs to the CDOT. (9) A statement of life cycle costs, when appropriate. Life cycle costs will not be considered as part of cost savings but shall be calculated for additional support of the Proposal. A discount rate of four percent shall be used for life cycle calculations. (c) Evaluation. VECP will be evaluated by CDOT in accordance with the CDOT Construction Manual. ,2 Additional information needed to evaluate Proposals shall be provided in a timely manner. Untimely submittal of additional information will result in rejection of the Proposal. Where design changes are proposed, the j additional information shall include results of field investigations and surveys, design and computations, and changed plan sheets required to develop the design changes. 1. The Engineer will determine if a Proposal qualifies for consideration and evaluation. The Engineer may " reject any Proposal that requires excessive time or costs for review, evaluation, or investigation. The Engineer may reject proposals that are not consistent with the CDOT's design and criteria for the project. 2. VECP. whether or not approved by the CDOT, apply only to the ongoing Contracts referenced in the Proposal and become the property of the CDOT. Proposals shall contain no restrictions imposed by the Contractor on their use or disclosure. The CDOT has the right to use, duplicate and disclose in whole or in part any data necessary for the utilization of the Proposal. The CDOT retains the right to utilize any accepted Proposal or part thereof on other projects without obligation to the Contractor. This provision is subject to rights provided by law with respect to patented materials or processes. V 3. If the CDOT is already considering revisions to the Contract or has approved changes in the Contract that are subsequently proposed in a VECP, the Engineer will reject the Proposal and may proceed to implement these changes without obligation to the Contractor. 4. The Contractor shall have no claim against the CDOT for additional costs or delays resulting from the rejection or untimely acceptance of a VECP. These costs include but are not limited to: development costs, loss of anticipated profits, increased material or labor costs, or untimely response. 5. Proposals will be rejected if equivalent options are already provided in the Contract. 6. Proposals that only reduce or eliminate contract pay items will be rejected. 7. The cost savings and other benefits generated by the Proposal must be sufficient to warrant review and W processing, as determined by the Engineer. 8. A proposal changing the type or thickness of the pavement structure will be rejected. Ll 9. No VECP proposal can be used to alter incentive and disincentive rates and maximums on A+B projects. a OWNER is exempt from Colorado State Sales and Use Taxes on materials and. equipment to be incorporated in the Work. Said taxes shall not be included in the Contract Price. Reference is made to the General and Supplementary Conditions. 21.0 RETAINAGE. Provisions concerning retainage are set forth in the Agreement. ^ 22.0 PURCHASING RESTRICTIONS. Purchasing restrictions: The Bidder's authorized signature of this Bid assures the Bidder's compliance with the City's purchasing restrictions. �— A copy of the resolutions are available for review in the Purchasing and Risk Management Division or the City Clerk's office. A. Cement Restrictions: City of Fort Collins Resolution 91-121 requires that suppliers and producers of cement or products containing cement to certify that the cement was not made in cement kilns that burn hazardous waste as a fuel. 23.0 COLLUSIVE OR SHAM BIDS. Any Bid deemed by the City in its sole discretion to be a collusive or sham Bid will be rejected and reported to authorities as such. Your authorized signature of this Bid assures that such Bid is genuine and is not a collusive or sham Bid. ~ 24.0 BID RESULTS. For information regarding results for individual Bids send a self- addressed, self -stamped envelope and a Bid tally will be mailed to you. Bid results will be posted in the Purchasing office seven (7) days after the Bid Opening. END OF SECTION 12/03 Section 00100 Page 8 U August 1, 2005 U0 REVISION OF SECTION 104 VALUE ENGINEERING CHANGE PROPOSALS 10. Right of Way cannot be bought as part of a VECP to eliminate phasing on a project. 11. A VECP changing the design of a structure may be considered by the CDOT, if the design meets the following conditions: (1) The design shall not involve detouring of traffic onto local roads or streets to an extent greater than the original plans, unless previously approved by the affected local agencies (2) The design has the same roadway typical section as the original plans (3) The design meets or exceeds the benefits of the construction -handling or traffic phasing scheme shown in the original plans (4) The design meets or exceeds all environmental commitments and permit requirements of the original Contract. (5) The design shall not increase environmental impacts beyond those of the original Contract. (6) The design meets or exceeds the vertical and horizontal clearances and hydraulic requirements shown in the original plans (7) The design has the same or greater flexibility as the original design to accommodate future widening (8) The design shall not change the location of the centerline of the substructure elements, without demonstrating substantial benefits over the original plans (9) The design shall not change the grade or elevation of the final riding surface, without demonstrating substantial benefits over the original plans (10) The design shall match corridor future development plans, architectural, aesthetic and pavement requirements, if applicable (11) The design shall not adversely impact the CDOT's Bridge Inspection, maintenance or other long- term costs or operations. (12) The design shall meet all CDOT design standards and policies (13) The design shall include all additional costs and coordination necessary to relocate utilities (14) Major structure designs provided by the Contractor shall include an independent plan review and design check by a Professional Engineer registered in the State of Colorado and employed by a firm other than the engineer -of -record. This design review will be performed at no additional cost to CDOT and shall be included in the Contractor's engineering costs. (15) The Contractor shall provide CDOT with all design calculations, independent design check calculations, a rating package for each bridge prepared in accordance with the current CDOT Bridge Rating Manual, and a record set of quantity calculations for each structure. 12. The Engineer will reject all or any portion of the design or construction work performed under an approved VECP if unsatisfactory results are obtained. The Engineer will direct the removal of such rejected work and require construction to proceed under the original Contract requirements without reimbursement for work performed under the proposal, or for its removal. If a structure design VECP meets these and all other requirements, the CDOT may, at its sole option, accept or reject the proposal. (d) Basis of Payment. If the VECP is accepted, a Contract Modification Order will authorize the changes and payment. Reimbursement will be made as follows: Lin August 1,2005 5 REVISION OF SECTION 104 VALUE ENGINEERING CHANGE PROPOSALS The changes will be incorporated into the Contract by changes in quantities of unit bid items, new agreed unit price items, lump sum or any combination, as appropriate, under the Contract. Unless there is a differing site condition as described in subsection 104.02, the Contractor shall not receive additional compensation for quantity overruns, design errors, supplemental surveys, geotechnical investigations, additional items or other increases in cost that were not foreseen in the accepted VECP, unless otherwise approved by the Engineer. 2. For all VECPs, the incentive payment shall be calculated as follows: (gross cost of deleted work) - (gross cost of added work) _ (gross savings) (gross savings) - (Contractor's engineering costs) - (CDOT's engineering costs) _ (net savings) Any net savings less than $25,000 can be kept by the contractor. If the net savings are greater than $25,000 then the amount over $25,000 will be shared equally with CDOT and calculated as follows: (net savings)- $25,000 = shared savings Contractors total incentive = (shared savings) /2 + $25:000 The Contractor's engineering costs will be reimbursable only for outside consultant costs that are verified by certified billings. CDOT's engineering costs shall be actual consultant costs billed to CDOT and extraordinary in-house personnel labor costs. These labor costs will be calculated at the fixed amount of $50.00 per hour per employee. Project personnel assigned to the field office or who work on the project on a regular basis shall not be included in CDOT's portion of the cost. At the completion of the VECP design work, the Contractor shall furnish the CDOT any additional documentation such as surveys, geotechnical reports, documentation or calculations and shop drawings required to complete the work. At the completion of the project, the Contractor shall furnish the CDOT with PE -stamped Record sets, and As -Constructed plans showing the VECP work. (e) Contractor Appeal Process. Appeals can only be made on VECP (Category A)s. The Prime Contractor submitting the VECP may file a one-time appeal to the Region Transportation Director (RTD) on the denial of any VECP (Category A). The Contractor must have a valid reason for the appeal and the decision of the Region Transportation Director will be final. April 12. 2007 REVISION OF SECTION 105 CONFORMITY TO THE CONTRACT Section 105 of the Standard Specifications is hereby revised for this project as follows: Subsection 105.03 shall include the following, after the first paragraph: All Hot Mix Asphalt (HMA) and Stone Matrix Asphalt (SMA) materials or work will be evaluated for conformity to the Contract in accordance with subsection 105.05 except HMA that is used for patching and temporary pavement. In subsection 105.03 (c), delete the Table of Price Reduction Factors and replace with the following: TABLE OF PRICE REDUCTION FACTORS Element Factor "F" ,10,0 r; 12.5 mm (i/z") sieve and larger 1 , 15D µm (No ]00) Steve to) 5'tnm (3l8) sieve,inclu'srvei, ,r ` ,' e ( 1 i ¢+ , se f ,V t4 + 9 fr i tii'il P ,t (eXLepl,>OopCrcenPs7GEst ve)`,,,.. °i,a s.4� i,t.se.L_'- z.,�.. 3, , ..... MhT 75 µm (No. 200) sieve 6 1;7'Sµm (No 200) S7BVe (COVer'CO3t�mdterld�) ,,^}i a L.� fe�"e "<<i 9x �, '�rla Liquid Limit 3 P1dSt1CItY IndeX Al,i i ° S 10�`+��., 4 ,..,. F.'ryr .,'�.+ , v,� „ t,. vt. ;,;' , Asphalt penetration 1 •'hi-. _ , v Iy rt -. , I , , v N t t F 9 hY- t j{ ASphahTe4de i,.,ar k_. ,!�� t, fit' h 3 ta Portland Cement Concrete Pavement Fine Aggregate Sand Equivalent 03 Hydrated Lr mOGiarlat]oppl 012�d '41 �iZN Toualmev inch pounds minimum 0.8 Tenact[s,ln hpounds'sunimumc€ 018 Elastic Recovery, 25 'C. percent minimum 1.25 Ducbht1.25„ , In subsection 105.03 (c), delete the seventh paragraph, including the table of the multiplier for price reductions, and replace with the following: If the P for aggregate gradation for items 206, 304, or the gradation of hydrated lime for item 403 is 3 or greater the reduction will apply to the contract price multiplied by the Multipliers (M) listed in the following table: MULTIPLIER FOR PRICE REDUCTIONS FOR MISCELLANEOUS ITEMS Item Number -Name Element Multiplier (M) 206 $ ructuraI Bacl f ill Gradation :' , - a v n 304-Aggregate Base Course Gradation 0.60 nu * The P value for hydrated lime shall be applied to the price of the HMA item when asphalt cement is not paid for separately. Lime gradation P values will not be combined with Pay Factors for other elements- KV �C August 1 2005 I y� REVISION OF SECTION 105 DISPUTES AND CLAIMS FOR CONTRACT ADJUSTMENTS _ Section 105 of the Standard Specifications is hereby revised for this project as follows: Subsection 105.21(i)2., second paragraph shall include the following: The CDOT modified version of AAA's Construction Industry Arbitration Rules shall be as follows: Y y hl Iv August 1, 2005 z REVISION OF SECTION 105 DISPUTES AND CLAIMS FOR CONTRACT ADJUSTMENTS CONSTRUCTION INDUSTRY ARBITRATION RULES of the AMERICAN ARBITRATION ASSOCIATION AS MODIFIED FOR USE WITH CDOT SPECIFICATION SUBSECTION 105.21 April 27,1997 Regular Track R-1 Agreement of Parties The parties shall have been deemed to have made these rules a part of their arbitration agreement whenever they have provided for arbitration by the American Arbitration Association (hereinafter AAA) or under its Construction Industry Arbitration Rules. These rules and any amendment of them shall apply in the form obtaining at the time the demand for arbitration or submission agreement is received by the AAA. R-2 Name of Tribunal Any tribunal constituted by the parties for the settlement of their dispute under these rules shall be called the Construction Industry Arbitration Tribunal. R3 Administrator and Delegation of Duties When parties agree to arbitrate under these rules, or when they provide for arbitration by the AAA and an arbitration is initiated under these rules, they thereby authorize the AAA to administer the Arbitration. The authority and duties of the AAA are prescribed in the agreement of the parties and in these rules, and may be carried out through such of the AAA's representatives as it may direct. RA National Roster of Neutrals In cooperation with the National Construction Dispute Resolution Committee, the AAA shall establish and maintain a National Roster of Construction Neutrals and shall appoint arbitrators as provided in these rules. R-5 Regional Offices The AAA may, in its discretion, assign the administration of an arbitration to any of its regional offices. R-6 Initiation under an Arbitration Provision in a Contract Arbitration under an arbitration provision in a contract shall be initiated in the following manner: The initiating party (hereinafter claimant) shall, within the time period specified in the contract(s), give written notice to the other party (hereinafter respondent) of its intention to arbitrate (demand), which notice shall contain a statement setting forth the nature of the dispute, the amount involved, if any, the remedy sought, and the hearing locale requested. R-9 Preliminary Matters Administrative Conference At the request of any party or at the discretion of the AAA, an administrative conference with the AAA and the parties and/or their representatives will be scheduled in appropriate cases to expedite the arbitration proceedings. Preliminary Hearing At the request of any party or at the discretion of the arbitrator or the AAA, a preliminary hearing with the parties and/or their representatives and the arbitrator may be scheduled by the arbitrator to specify the issues to be resolved, to stipulate to uncontested facts, to establish a schedule for hearings, and to consider any other matters that will expedite the arbitration proceedings. With the consent of the parties, the AAA at any stage of the proceeding may arrange a mediation conference under the Construction Industry Mediation Rules. The mediation shall proceed in advance of the arbitration unless the parties agree otherwise. The mediator F August 1, 2005 3 REVISION OF SECTION 105 DISPUTES AND CLAIMS FOR CONTRACT ADJUSTMENTS shall not be an arbitrator appointed to the case, unless otherwise agreed by the parties. Where the parties to a pending arbitration agree to mediate under AAA's rules, no additional administrative fee is required to initiate the mediation. l) R-10 Exchange of Information Consistent with the expedited nature of arbitration, the arbitrator may direct (1) the production of documents and other information, and (ii) the identification of any witnesses to be called. At least two business days prior to the hearing, the parties shall exchange copies of all exhibits they intend to submit at the hearing. The arbitrator is authorized to resolve any disputes concerning the exchange of information. R-12 Qualification of an Arbitrator Any arbitrator appointed pursuant to Section R-13, or selected by mutual choice of the parties or their appointees, shall be subject to disqualification for the reasons specified in Section R-19. If the parties specifically so agree in writing the arbitrator shall not be subject to disqualification for those reasons. The term "arbitrator" in these rules refers to the arbitration Roster of Neutrals, whether composed of one or more arbitrators and whether the arbitrators are neutral or party appointed. R-13 Appointment from Roster If the parties have not appointed an arbitrator and have not provided any other method of appointment, the arbitrator shall be appointed in the following manner: immediately after the filing of the submission, the AAA shall send simultaneously to each party to the dispute an identical list of names of persons chosen from the Roster of Neutrals. w Each party to the dispute shall have ten days from the transmittal date in which to strike names objected to, number the remaining names in order of preference, and return the list to the AAA. In a single -arbitrator case, each party may strike three names on a peremptory basis. In a multi -arbitrator case, each party may strike five names on a peremptory basis. If a party does not return the list within the time u specified, all persons named therein shall be deemed acceptable. From among the persons who have been approved on both lists, and in accordance with the designated order of mutual preference, the AAA shall invite the acceptance of an arbitrator to serve. If the parties fail to agree on any of the persons named, or if acceptable arbitrators are unable to act, or if for any other reason the appointment cannot be made from the submitted lists, the AAA shall have the power to make the appointment from among other members of the Roster of Neutrals without the submission of additional lists. R-18 Notice to Arbitrator of Appointment Notice of the appointment of the arbitrator, whether appointed mutually by the parties, or by the AAA, shall be sent to the arbitrator by the AAA, together with a copy of these rules, and the signed acceptance of the arbitrator shall be filed with the AAA prior to the opening of the first hearing. R-19 Disclosure and Challenge Procedure Any person appointed as arbitrator shall disclose to the AAA any circumstance likely to affect impartiality, including any bias or any financial or personal interest in the result of the arbitration or any past or present relationship with the parties or their representatives. Upon receipt of such information from the arbitrator or another source, the AAA shall communicate the information to the parties and, if it deems it appropriate to do so, to the arbitrator and others. Upon objection of a party to the continued service of an arbitrator, the AAA shall determine whether the arbitrator should be disqualified and shall inform the parties of its decision, which shall be conclusive. R-20 Vacancies If for any reason an arbitrator is unable to perform the duties of the office, the AAA may, on proof satisfactory to it, declare the office vacant. Vacancies shall be filled in accordance with the applicable provisions of these rules. In the event of a vacancy in a panel of arbitrators after the hearings have commenced, the remaining arbitrator or arbitrators may continue V with the hearing, unless the parties agree otherwise. ^ LJ M August 1. 20D5 B REVISION OF SECTION 105 DISPUTES AND CLAIMS FOR CONTRACT ADJUSTMENTS R-21 Date, Time, and Place of Hearing The arbitrator shall set the date, time, and place for each hearing. The AAA shall send a notice of hearing to the parties at least ten days in advance of the hearing date, unless otherwise agreed by the parties. R-24 Interpreters Any party wishing an interpreter shall make all arrangements directly with the interpreter and shall assume the costs of the service R-25 Attendance at Hearings The arbitrator shall maintain the privacy of the hearings unless the law provides to the contrary. Any person having a direct interest in the arbitration is entitled to attend hearings. The arbitrator shall otherwise have the power to require the exclusion of any witness, other than a party or other essential person, during the testimony of any other witness. It shall be discretionary with the arbitrator to determine the propriety of the attendance of any other person. R-26 Postponements The arbitrator for good cause shown may postpone any hearing upon the request of a party or upon the agreements of all parties, or upon the arbitrator's own initiative. R-27 Oaths Before proceeding with the first hearing, each arbitrator may take an oath of office and, if required by law, shall do so. The arbitrator may require witnesses to testify under oath administered by any duly qualified person and, if it is required by law or requested by any party, shall do so. R-26 Majority Decision All decisions of the arbitrators must be by a majority. The recommendation must be made by a majority unless the concurrence of all is a expressly required by the arbitration agreement or by law. R-29 Order of Proceedings and Communications with Arbitrator A hearing shall be opened by the filing of the oath of the arbitrator. SSJJ'' The Claimant shall first present evidence to support its claim. The Respondent party shall then present evidence supporting its defense. Witnesses shall submit to questions or other examination. The arbitrator has the discretion to vary this procedure and shall afford a full and equal opportunity to all parties to be heard. Exhibits, when offered by either party, may be received in evidence by the arbitrator. The arbitrator shall control the proceedings with a view to expediting the resolution of the dispute. In order to expedite the proceedings the arbitrator may control the order of proof, bifurcate proceedings, exclude cumulative or irrelevant testimony or evidence, and direct the parties to focus the presentation of evidence on decisive issues. The arbitrator shall entertain motions, including motions that dispose of all or part of a claim, or that may expedite the proceedings. There shall be no direct communication between the parties and an arbitrator other than at the hearing, unless the parties and the arbitrator agree otherwise. Any other oral or written communication from the parties to the arbitrator shall be directed to the AAA for transmittal to the arbitrator. R-30 Arbitration in the Absence of a Party or Representative Unless the law provides to the contrary, the arbitration may proceed in the absence of any party or representative who, after due notice, fails to be present or fails to obtain a postponement. A recommendation shall not be made solely on the default of a party. The arbitrator shall require the party who is present to submit such evidence as the arbitrator may require for the making of a recommendation. E August 1, 2005 5 REVISION OF SECTION 105 DISPUTES AND CLAIMS FOR CONTRACT ADJUSTMENTS R-31 Evidence and Claim Record CDOT will provide one copy of the claim record for each arbitrator and one copy for the AAA administrative staff. The parties may offer such evidence as is relevant and material to the dispute and shall produce such evidence as the arbitrator may deem necessary to an understanding of the dispute and recommendation. The arbitrator shall be the judge of the relevance and materiality of the evidence offered, and conformity to legal rules of evidence shall not be necessary. The arbitrator may request offers of proof, and may reject evidence deemed by the arbitrator to be cumulative, unreliable, unnecessary, or of slight value compared to the time and expense involved. All evidence shall be taken in the presence of all of the arbitrators and all of the parties, except where: 1) any of the parties is absent, in default, or has waived the right to be present, or 2) the parties and the arbitrators agree otherwise R32 Evidence by Affidavit The arbitrator may receive and consider the evidence of witnesses by affidavit, but shall give it only such weight as the arbitrator deems it is entitled to after consideration of any objection made to its admission. R-33 Inspection or Investigation An arbitrator finding it necessary to make an inspection or investigation in connection with the arbitration shall advise the parties by notice transmitted at the hearing or through the AAA of the date and time. Any party who so desires may be present at such an inspection or investigation. R-35 Closing of a Hearing When satisfied that the presentation of the parties is complete, the arbitrator shall declare the hearing closed. R-37 Waiver of Oral Hearing The parties may provide, by written agreement, for the waiver of oral hearings. If the parties agree to waive oral hearings after the appointment of the arbitrator, the consent of the arbitrator must be obtained. R-38 Waiver of Rules Any party who proceeds with the arbitration after knowledge that any provision or requirement of these rules has not been complied with and who fails to state an objection in writing shall be deemed to have waived the right to object. R-39 Extensions of Time The parties may modify any period of time by mutual agreement. The AAA or the arbitrator may, for good cause, extend any period of time established by these rules, except the time for making the recommendation. The AAA shall notify the parties of any extension. R-41 Time of Recommendation The recommendation shall be made promptly by the arbitrator and, unless otherwise agreed by the parties or specified by law, no later than 30 days from the date of closing the hearing, or, if oral hearings have been waived, from the date of the AAA's transmittal of the final statements and proofs to the arbitrator. R-42 Form of Recommendation The recommendation shall be in writing and shall be signed by a majority of the arbitrators. The arbitrators shall provide a concise, written breakdown and explanation of the recommendation. If the arbitrators do not agree, the dissenting arbitrator shall also submit a written recommendation. August 1,2005 6 REVISION OF SECTION 105 DISPUTES AND CLAIMS FOR CONTRACT ADJUSTMENTS R-44 Modification of Recommendation Within twenty (20) days after the transmittal of a recommendation, any party, upon notice to the other parties, may request the arbitrator to correct any clerical, typographical, technical or computational errors in the recommendation. The arbitrator is not empowered to re- determine the merits of any claim already decided. The other parties shall be given ten (10) days to respond to the request. The arbitrator shall dispose of the request within twenty (20) days after transmittal by the AAA to the arbitrator of the request and any response thereto. If applicable law provides a different procedural time frame, that procedure shall be followed. R-46 Delivery of Recommendation to Parties Parties shall accept as legal delivery of the recommendation the placing of the recommendation or a true copy thereof in the mail addressed to a party or its representative at the last known address, personal service of the recommendation, or filing of the recommendation in any other manner that is permitted by law. R-47 Release of Documents for Judicial Proceedings The AAA shall, upon written request of a party, furnish to the party, at its expense, certified copies of any papers in the AAA's possession that may be required in judicial proceedings related to the arbitration. R-48 Applications to Court and Exclusion of Liability Q (a) No judicial proceeding by a party relating to the subject matter of the arbitration shall be deemed a waiver of the party's right to arbitrate. (b) Neither the AAA nor any arbitrator in a proceeding under these rules is a necessary party in judicial proceedings relating to the arbitration. (c) Neither the AAA nor any arbitrator shall be liable to any party for any act or omission in connection with any arbitration conducted under these rules. R-49 Administrative Fees iVl As a not -for -profit organization, the AAA shall prescribe filing and other administrative fees and service charges to compensate it for the cost of providing administrative services. The fees in effect when the fee or charge is incurred shall be applicable. R-50 Expenses The expenses of witnesses for either side shall be paid by the party producing such witnesses. All other expenses of the arbitration, including required travel and other expenses of the arbitrator, AAA representatives, and any witness and the cost of any proof produced at the direct request of the arbitrator, shall be borne equally by the parties, unless they agree otherwise. vq, R-51 Neutral Arbitrator's Compensation Arbitrators shall charge a rate consistent with the arbitrator's stated rate of compensation, beginning with the first day of hearing. If there is a disagreement concerning the terms of compensation, an appropriate rate will be established with the arbitrator by the Association and confirmed to the parties. Any arrangement for the compensation of a arbitrator shall be made through the AAA and not directly between the parties and the arbitrator. ,` F1l August 1, 2005 REVISION OF SECTION 105 DISPUTES AND CLAIMS FOR CONTRACT ADJUSTMENTS R-52 Deposits The AAA may require the parties to deposit in advance of any hearings such sums of money as it deems necessary to cover the expense of the arbitration, including the arbitrator's fee, if any, and shall render an accounting to the parties and return any unexpected balance at the conclusion of the case. R-53 Interpretation and Application of Rules The arbitrator shall interpret and apply these rules insofar as they relate to the arbitrator's powers and duties. When there is more than one arbitrator and a difference arises among them concerning the meaning or application of these rules, it shall be decided by a majority vote. If that is not possible, either an arbitrator or a party may refer the question to the AAA for final decision. All other rules shall be interpreted _ and applied by AAA. Administrative Fee Schedule The administrative fees of the AAA are based on the amount of the claim. Arbitrator compensation is not included in this schedule. Filing Fee A nonrefundable fling fee is payable in full when a claim is filed. The fee will be paid by CDOT and one half will be charged to the ` contractor by them. The filing fee rate schedule is as follows: Amount of Claim Filing Fee Hearing Fee Postponement Fee _ $20,000 to $50,000 $750 $150 $150 Above $50,000 to $100,000 $1,250 $150 $150 Above $100,000 to $250,000 $2,000 $150 $150 Above $250,000 to $500,000 $3,500 $250 $250 Above $500,000 to $1,000.000 $5,000 $250 $250 • Above $1,000,000 to $5,000,000 $7,000 $250 $250 As indicated above, when no amount can be stated at the time of filing, the minimum filing fee is $2,000, subject to change when the claim is disclosed. For any case having three or more arbitrator's, the minimum filing fee is $2,000, the hearing fee is $250 per party, and postponement fee is $250. ti. The administrative fee for claims in excess of $5,000,000 will be negotiated. When a claim is not for a monetary amount, an appropriate filing fee will be determined by the AAA. Postponement/Cancellation Fees The postponement fees indicated above are payable by the party causing a postponement or cancellation of any schedule hearing. Hearing Room Rental The Hearing Fees described above do not cover the rental of hearing rooms, which are available on a rental basis. Check with the .t administrator for availability and rates. -- u v U SECTION 00300 August 1, 2005 REVISION OF SECTION 105 VIOLATION OF WORKING TIME LIMITATION Section 105 of the Standard Specifications is hereby revised for this project as follows: Subsection 105.03 shall include the following: If there is a violation of the working time limitations for traffic control as set forth in the special provisions, a written notice to stop work will be imposed on the Contractor at the start of the next working day. Work shall not resume until the Contractor assures the Engineer, in writing. that there will not be a reoccurrence of the working time violation. if more violations take place. the Engineer will notify the Contractor in writing that there will be a price reduction charge for each incident in accordance with this specification. This incident price reduction charge will be deducted from any money due the Contractor. This price reduction will not be considered a penalty but will be a price reduction for failure to perform traffic control in compliance with the Contract. An incident is any violation up to 30 minutes in duration. Each 30 minutes or increment thereof will be considered as an incident. A price reduction will be assessed for each successive or cumulative 30 minute period in violation of the working time limitations, as.determined by the Engineer. The price reduction for each incident will increase at a progressive rate starting with $150 for the second incident and increasing to $1200 for the fifth and subsequent mcidems in accordance with the following schedule. A 15 minute grace period will be allowed at the beginning of the second incident on the project before the price reduction is applied. This 15 minute grace period applies only to the second incident. The number of incident charges will be accumulative throughout the duration of the Contract. PRICE REDUCTION SCHEDULE Incident Incident Rate Total Price Reduction I" Notice to Stop Work --- 2nd $150 $150 3m .' 300 , 450 4th 600 1.050 5°' 1,200 1250 6'" 1,200 3.450 Etc. - 1.200 4.650 Etc. Etc. M E �c June 29, 2006 REVISION OF SECTION 106 CERTIFICATES OF COMPLIANCE AND CERTIFIED TEST REPORTS Section 106 of the Standard Specifications is hereby, revised for this project as follows: In subsection 106.12 delete item (I I ) of the list following the first paragraph and replace with the following: (11)The following certification, signed by a person having legal authority to act for the Contractor: I hereby certify under penalty of perjury that the material listed in this Certificate of Compliance represents (quantity and units) of pay item (pay item number and Description) that will be installed on project number Contractor Date In subsection 106.12, delete the second paragraph and replace with the following: The original Certificate of Compliance shall include the Contractor's original signature as directed above, and the original signature (including corporate title), under penalty of perjury, of a person having legal authority, to act for the manufacturer. It shall stare that the product or assembly to be incorporated into the project has been sampled and tested. and the samples have passed all specified tests. One copy or facsimile of the fully signed Certificate of Compliance shall be furnished to the Engineer prior to installation of material. The original shall be provided to the Engineer before payment for the represented item will be made. Failure to comply may result in delays to the project or rejection of the materials. In subsection 106.13. delete item (11) of the list following the first paragraph and replace with the following: (11)The following certification, signed by a person having legal authority to act for the Contractor: `u 1 hereby certify tinder penalty of perjury that the material listed in this Certified Test Report represents (quantity and units) of pay item (pay item number and Description) that will be installed on project number Contractor Date y In subsection 1(6.13, delete the second para3'aph and replace with the following: The original Certified Test Report shall include the Contractor's original signature as directed above, and the original signature (including corporate title), under penalty of perjury, of a person having legal authority to act for v the manufacturer or the independent testing laboratory. It shall state that the test results show that the product or assembly to be incorporated into the project has been sampled and tested. and the samples have passed all f specified tests. One copy or facsimile of the fully signed Certified Test Report shall be furnished to the Engineer prior to installation of material. The original shall be provided to the Engineer before payment for the represented item will be made. Failure to comply may result in delays to the project or rejection of the materials. aJ Ll June 7, 2007 1 REVISION OF SECTIONS 106 AND 601 CONCRETE SAMPLING AND PUMPING Sections 106 and 601 of the Standard Specifications are hereby revised for this project as follows: In subsection 106.03, delete the fifth paragraph and replace with the following: Samples will be taken by the Department except that the Contractor shall take samples of Portland Cement Concrete in accordance with CP 61, samples of asphalt cement, in accordance with AASHTO T 40, hot mix asphalt, in accordance with CP 41 and a composite of aggregates for hot bituminous mixtures, in accordance with CP 30. The Engineer will determine the sampling locations, and the samples shall be taken in the presence of the Engineer. The Contractor may retain a split of each sample. Delete subsection 601.08 and replace with the following: 601.08 Air Content Adjustment. When a batch of concrete delivered to the project does not conform to the minimum specified air content, an air entraining admixture conforming to subsection 711.02 may be added in accordance with subsection 601.17, After the admixture is added, the concrete shall be re- mixed for a minimum of 20 revolutions of the mixer drum at mixing speed. The concrete will then be re- tested by OC. Subsection 601.12(d) shall include the following: The Contractor shall not use pipes, chutes, troughs, spouts, or tremies that are fabricated of aluminum materials for pumping, conveying, or placing concrete. p� Subsection 601.12(g) shall include the following: When concrete is placed by pumping, the pumping equipment shall be thoroughly cleaned prior to concrete placement. Excess form release agent shall be removed from the hopper. The pump shall be IdYt primed at the Contractor's expense by pumping and discarding enough concrete to produce a uniform mix exiting the pump. At least 0.25 cubic yard of concrete shall be pumped and discarded to prime the pump. Water shall not be added directly into the concrete pump hopper after placement has commenced. - If water is added to the concrete pump hopper, all concrete in the concrete pump hopper and the line shall be discarded and the pump re -primed at the Contractor's expense. The pump operator shall have a valid operator's certification from the American Concrete Pumping Association. Boom pumps shall have a current Concrete Pump Manufacturers Associations CPMA27- 2000 certification. Equipment added to the pump shall meet the pump manufacturer's specifications. The Contractor shall submit the specifications of the pumping equipment and the qualifications of the operator to the Engineer for review at least two weeks prior to pumping concrete. Equipment and operators rejected by the Engineer shall be replaced at the Contractor's expense. The pump shall be operated so that a continuous stream of concrete is produced. The pump equipment shall use a minimum of one of the following to maintain concrete uniformity: (1) A 360 degree loop immediately prior to the delivery end of the pump line. (2) A minimum one inch reducer installed at the entry to the delivery hose. (3) A minimum one inch reducing delivery hose. (4) A cable attached to the pump boom creating a minimum 90 degree bend in the steel braded flexible hose. The point of discharge from the flexible hose at the end of the boom shall be at or above the lowest point of the bend. (5) On horizontal pours a 10-foot minimum horizontal delivery system placed on the deck. (6) Other approved methods. K June 7, 2007 2 REVISION OF SECTIONS 106 AND 601 CONCRETE SAMPLING AND PUMPING Metal pump lines or couplings shall not rest directly on epoxy coated reinforcing steel. The point of discharge of the pump shall be as close to the bridge deck elevation as possible. Subsection 601.17 shall include the following: The Contractor shall sample 601 pay items for both OC and CA in accordance with CP 61. The Engineer will witness the sampling and take possession of the CA samples at a mutually agreed upon location. 'r Delete subsection 601.17(a) and replace with the following: (a) Air Content. The first three batches at the beginning of production shall be tested by QC and CA for air content. When air content is below the specified limit, it may be adjusted in accordance with subsection 601.08, Successive batches shall be tested by QC and witnessed by the Engineer until three consecutive batches are within specified limits. After the first three batches, CDOT will follow the random minimum testing schedule. Air content shall not be adjusted after a CA test. At any time during the placement of the concrete, when a CA test on a batch deviates from the r minimum or maximum percent of total air content specified, the following procedure will be used to analyze the acceptability of the concrete. f . A batch that deviates from the specified air content by more than 1 percent and all Class D, DT, HT and H concrete placed in bridge decks with air content exceeding 8 percent will be rejected. Portions of loads incorporated into structures prior to determining test results which indicate rejection as the correct course of action shall be subject to acceptance at reduced price, no payment, or removal as determined by the Engineer. u 2. A batch that deviates from the specified air content by 1 percent or less may be accepted at a reduced price using Table 601-3. ,— August 1, 2005 1 REVISION OF SECTION 107 PROJECT SAFETY PLANNING Section 107 of the Standard Specifications is hereby revised for this project as follows: Delete subsection 107.06 and replace with the following: 107.06. Safety, Health, and Sanitation Provisions. (a) Contractor Responsibilities. The Contractor shall ensure compliance with applicable Federal. State, and local laws, rules, regulations, and guidelines governing safety, health and sanitation, including but not limited to the Project Safety Management Plan (Plan) described below, the Occupational Safety and Health Act, 29 CFR 1910, 29 CFR 1926, Mine Safety and Health Administration (MSHA), Title 30 CFR, the "Colorado Work Zone Best Practices Safety Guide", national consensus standards, and the Drug -Free Workplace Act (Public Law 100-690 Title V, subtitle D, 41 USC 701 et sec.). The Contractor shall provide all safeguards. safety devices, and protective equipment, and shall take all other actions necessary to protect the life, safety and health of persons working at or visiting the project site, and of the public and property in connection with the performance of the work covered by the Contract. In the case of conflicting requirements, the more stringent of the requirements shall apply. The Contractor shall require that all operations and work practices by �mm Contractor, subcontractors, suppliers, and Department personnel comply with the provisions of the Plan. 'W (b) Safety Officer. Prior to the start of construction, the Contractor shall designate a Safety Officer and an 111199991111 alternate. who shall be responsible for the coordination of safety activities, and preparation and implementation of the Plan. (c) Competent Persons. Prior to the start of construction, the Contractor shall designate at least one competent person for each of the construction activities being completed. Construction activities and safety considerations that must be addressed shall include, but are not limited to: lead abatement, hearing protection, respiratory protection. rigging, assured grounding. scaffolding, fall protection, cranes. trenching and excavating, steel erection, underground construction (including caissons and cofferdams), demolition, blasting and the use of explosives, stairways and ladders, asbestos, and confined space. The appropriate competent persons shall be present on the project site at all times during construction activities. A competent person is an individual who. by way of training, experience, or combination thereof, is knowledgeable of applicable standards, is capable of identifying existing and predictable workplace hazards relating to a specific construction activity, is designated by the employer, and has authority to take appropriate actions. (d) Project Safety Management Plan. Prior to the start of construction, the Contractor shall prepare a written Project Safety Management Plan (Plan) which shall be specific to the project. The Plan shall include: (1) Designation of a Safety Officer and an alternate, and competent persons for each construction activity as described above. (2) A list of all significant and/or high -risk construction activities and safety considerations as described above, and a hazard assessment for each. (3) Direction as to whether engineering, administrative, personal protection measures, training, or a combination thereof, shall be implemented to address the hazards identified in (2) above. (4) Provisions for field safety meetings. The Contractor shall conduct field safety meetings at the frequency specified in the Plan, once per week at a minimum. The Contractor shall encourage participation by all persons working at the project site. Participants at these meetings shall discuss specific construction activities for that work period, results from safety inspections, required personal protective equipment, and all other necessary safety precautions. (5) Provisions for project safety meetings. The Contractor shall conduct project safety meetings to discuss accidents, incidents, safety goals, near misses, and results of safety inspections. The Contractor shall notify the Engineer of the time. date, and location of these meetings, shall require participation by all persons (including Department personnel) working at the project site, and shall track attendance through sign-up lists. (6) Procedures for assuring compliance by subcontractors, suppliers, and authorized visitors to the project. a In addition, the Plan shall specify the measures that will be taken to discourage unauthorized personnel from entering the site. P U Augustl,2005 2 REVISION OF SECTION 107 PROJECT SAFETY PLANNING (7) Procedures to be followed in cases where workers are suspected of drug or alcohol impairment. (6) Provisions for project safety inspections. The Contractor shall conduct regular project safety inspections at the frequency specified in the Plan, once per month at a minimum. The Contractor shall maintain documentation on the project site, including the date of these inspections, the findings, and the corrective measures taken to address the findings. " (9) Procedures to be followed to correct violations of the Plan by any personnel. _ (10) The notification. investigation, and implementation procedures that the Contractor shall follow in the case of a safety stand down. (11) The Contractor's certification as follows: n By authorized signature below, (Contractor name), hereinafter referred to as 'the Contractor', hereby certifies that this Project Safety Management Plan (Plan) complies with and meets applicable Federal, State, and local laws, rules. regulations and guidelines governing safety, health and sanitation, including but not limited to the Occupational Safety and Health Act, 29 CFR 1910, 29 CFR 1926, Mine Safety and Health Administration (MSHA), Title 30 CFR, the "Colorado Work Zone Best Practices Safety Guide", national consensus standards, and the Drug -Free Workplace Act (Public Law 100-690 Title V, subtitle D, 41 USC 701 et sec.). All operations and work practices of the Contractor will comply with this Plan. The Contractor requires that all subcontractors, suppliers and Department personnel comply with this Plan. (Signature of Contractor's Safety Officer or alternate) Fitle Date r.. M The Contractor shall submit the Plan to the Engineer for the project records, and shall provide updates to the Plan as necessary. An up-to-date copy of the Plan shall be on the project site in the Contractor's possession U at all times. (e) Project Safety & Health Requirements. All personnel on the project site shall wear the following personal protective equipment (PPE) at all times when in the State Highway Right of Way, except when in their vehicles: (1) Head protection and high visibility apparel, reflectorized for night use, and footwear, all of which shall comply with the latest appropriate national consensus standards. (2) All other PPE that is stipulated by the Plan. All PPE shall comply with the latest appropriate national consensus standards. (f) Safety Stand -Down. The Engineer may immediately suspend all or part of any work in the case of an accident `J (including property damage), or catastrophe (three or more persons hospitalized in a single incident), or other situation presenting an imminent danger to life or health, such as a near miss, violation of the Plan, and/or presence of a hazardous situation. In the case of a worksite fatality directly related to the Contractor's or any a� subcontractor's work operations, the safety stand -down shall be mandatory. In the case of a traffic fatality unrelated to a work -zone incident in the opinion of the Engineer, the safety stand -down will not be mandatory. During any mandatory safety stand -down due to a fatality, all work on the project shall cease, except that work deemed necessary by the Engineer to immediately correct unsafe conditions. The Contractor shall be allowed to resume operations only after providing documentation, certified by the Safety Officer or alternate, regarding the corrective actions taken to prevent recurrence. The Contractor may be granted a non- compensable, excusable delay, up to three days, for the period of time during which no work was pursued due to each safety stand -down. ` u August 1,2005 3 REVISION OF SECTION 107 PROJECT SAFETY PLANNING (g) Regulatory Enforcement Actions. The Contractor shall provide written notifications of all Regulatory agency actions relating to safety to the Engineer. All costs associated with the preparation and implementation of the Plan, and complying with all safety, health, and sanitation provisions and requirements will not be measured and paid for separately, but shall be included in mthe work. I �17, FM it ff �I `fl 0 E KI 0 August 1, 2005 I REVISION OF SECTION 107 RESPONSIBILITY FOR DAMAGE CLAIMS, INSURANCE TYPES AND COVERAGE LIMITS Section 107 of the Standard Specifications is hereby revised for this project as follows: Delete subsection 107.15 and replace with the following: 107.15 Responsibility for Damage Claims, Insurance Types and Coverage Limits. The Contractor shall indemnify and save harmless the Department, its officers, and employees, from suits, actions, or claims of any type or character brought because of any and all injuries or damage received or sustained by any person, persons. or property on account of the operations of the Contractor, or failure to comply with the provisions of the Contract, or on account of or in consequence of neglect of the Contractor in safeguarding the work, or through use of unacceptable materials in constructing the work, or because of any act or omission, neglect, or misconduct of the Contractor; or because of any claims or amounts recovered from any infringements of patent, trademark. or copyright, unless the design, device, material or process involved is specifically required by the Contract; or from any claims or amounts arising or recovered under the Worker's Compensation Act, or other law. ordinance, order, or decree. The Department may retain as much of any moneys due the Contractor under any Contract as may be determined by the Department to be in the public interest. (a) The Contractor shall obtain, and maintain at all times during the term of this Contract, insurance in the following kinds and amounts: (1) Workers' Compensation Insurance as required by state statute, and Employer's Liability Insurance covering all of Contractor's employees acting within the course and scope of their employment. (2) Commercial General Liability Insurance written on ISO occurrence form CG 00 01 10/93 or equivalent, covering premises operations, fire damage. independent Contractors, products and completed operations, blanket contractual liability, personal injury. and advertising liability with minimum limits as follows: (i) $1,000,000 each occurrence; (ii) $2.000,000 general aggregate; (iii) $2,000.000 products and completed operations aggregate: and (iv) $50,000 any one fire. (v) Completed Operations coverage shall be provided for a minimum period of one year following final acceptance of work. If any aggregate limit is reduced below $1,000.000 because of claims made or paid, the Contractor shall immediately obtain additional insurance to restore the full aggregate limit and furnish to CDOT a certificate or other document satisfactory to CDOT showing compliance with this provision. (3) Automobile Liability Insurance covering any auto (including owned, hired and non -owned autos) with a minimum limit as follows: $1,000,000 each accident combined single limit. (4) Professional liability insurance with minimum limits of liability of not less than $1.000,000 Each Claim and $1,000,000 Annual Aggregate for both the Contractor or any subcontractors when: (i) Contract items 625, 629, or both are included in the Contract (ii) Plans, specifications, and submittals are required to be signed and sealed by the Contractor's Professional Engineer, including but not limited to: (A) Shop drawings and working drawings as described in subsection 105.02 (B) Mix Designs (' August 1, 2005 2 REVISION OF SECTION 107 RESPONSIBILITY FOR DAMAGE CLAIMS, INSURANCE TYPES AND COVERAGE LIMITS (C) Contractor performed design work as required by the plans and specifications (D) Change Orders (E) Approved Value Engineering Change Proposals (iii) The Contractor and any included subcontractor shall renew and maintain Professional Liability Insurance as outlined above for a minimum of one year following final acceptance of work. (5) Umbrella or Excess Liability Insurance with minimum limits of $1.000,000. This policy shall become primary (drop down) in the event the primary Liability Policy limits are impaired or exhausted. The Policy shall be written on an Occurrence form and shall be following form of the primary. The following form Excess Liability shall include CDOT as an additional insured. (b) CDOT shall be named as additional insured on the Commercial General Liability and Automobile Liability Insurance policies. Completed operations additional insured coverage shall be on endorsements CG 2010 11185, CG 2037, or equivalent. Coverage required of the contract will be primary over any insurance or self- insurance program carried by the State of Colorado. (c) The Insurance shall include provisions preventing cancellation or non -renewal without at least 30 days prior notice to CDOT by certified mail. (d) The Contractor will require all insurance policies in any way related to the contract and secured and maintained by the Contractor to include clauses stating that each carrier will waive all rights of recovery, under subrogation or otherwise, against CDOT, its agencies, institutions, organizations, officers, agents, employees and volunteers. (e) All policies evidencing the insurance coverages required hereunder shall be issued by insurance companies satisfactory to CDOT. (f) The Contractor shall provide certificates showing insurance coverage required by this contract to CDOT prior to execution of the contract. No later than 15 days prior to the expiration date of any such coverage, the Contractor shall deliver CDOT certificates of insurance evidencing renewals thereof. At any time during the term of this contract, CDOT may request in writing, and the Contractor shall thereupon within ten days supply to CDOT, evidence satisfactory to CDOT of compliance with the provisions of this section. (g) Notwithstanding subsection 107.15(a), if the Contractor is a "public entity" within the meaning of the Colorado Governmental Immunity Act CRS 24-10-101, et seq., as amended ("Act'), the Contractor shall at all times during the term of this contract maintain only such liability insurance, by commercial policy or self-insurance, as is necessary to meet its liabilities under the Act. Upon request by CDOT, the Contractor shall show proof of such insurance satisfactory to CDOT. Public entity Contractors are not required to name CDOT as an Additional Insured. (h) When the Contractor requires a subcontractor to obtain insurance coverage, the types and minimum limits of this coverage may be different than those required. as stated above. for the Contractor. except for the Commercial General Liability Additional Insured endorsement and those that qualify as needing Professional Liability Insurance. H R R April 12, 2007 REVISION OF SECTION 107 TON -MILE TAX Section 107 of the Standard Specifications is hereby revised for this project as follows: In subsection 107.02, delete the third paragraph. C SECTION 00300 BID FORM PROJECT:6062 Lemay Right Turn Lane at Mulberry Place Date 9(g p-7 1. In compliance with your Invitation to Bid dated Aucuu,sy 7La, 200'7 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 V:%ye -F6¢_cL-rar DF A-t,OVt- - B1D (s 5% ) 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: WIresrb -L,p 10`> �C-E, Crn+•p nM� %3W S �¢Ac s L-1y -EA� F"i E 230 Co %2411 5. All the various phases of Work enumerated in the Contract Documents with their individual jobs and overhead, whether specifically mentioned, included by implication or appurtenant thereto, are to be performed by the CONTRACTOR under one of the items listed in the Bid Schedule, irrespective of whether it is named in said list. 6. Payment for Work performed will be in accordance with the Bid Schedule or Bid Schedules subject to changes as provided in the Contract Documents. 7. The undersigned Bidder hereby acknowledges receipt of Addenda No. _through_. 7/96 Section 00300 Page 1 ( October 1 ], 2006 REVISION OF SECTION108 PAYMENTSCHEDULE Section 108 of the Standard Specifications is hereby revised for this project as follows: Add subsection 108.0M. immediately following subsection 108.01. which shall include the following: 108.031 Pavment Schedule. The Contractor shall prepare a payment schedule which shall show the dollar m amount of work the Contractor expects to complete by the progress estimate date each month for the duration of i[l1Ye construction. The schedule shall cover the period from the commencement of work to the expected completion date as shown on the Contractor's progress schedule. The payment schedule may be prepared using standard spreadsheet software such as MS Excel and submitted in electronic format. A sample MS Excel format is available from the Engineer. (a) Initial Pavmew Schedule. The Contractor shall submit the initial payment schedule at the preconstruction conference. The payment schedule shall consist of two parts: (I) a tabulation, and (2) a bar chart. I. Part I. Pan 1 shall be a tabulation which shows: (1) the salient features listed in the Contractor's progress schedule (2) the dollar amount of work in each salient feature expected to be completed by each month's progress estimate date (3) the dollar amount of all other work not included in the salient features expected to be completed by each month's progress estimate date (4) the total dollar amount of work expected to be completed by each month's progress estimate date The amounts shown shall include planned force account work and expected incentive payments. 2. Part 2. Pan 2 shall be a bar chart which shows the expected total dollar amount of work to be completed by each month's progress estimate date. (b) Payment Schedule Updates. Once each month the Contractor shall submit a payment schedule update to the Engineer. The schedule update shall be in the same two part format as the initial schedule and shall be submitted to the Engineer by the first day of each month. In each payment schedule update, estimated monthly dollar amounts shall be revised to match actual progress payments made to the Contractor to date. Each payment schedule update shall show corrected dollar amounts of work to be completed each month through the expected completion date as shown on the Contractor's progress schedule. (c) Failure to Submit Pownent Schedule. If the Contractor fails to submit the initial payment schedule or a payment schedule update by the required date. the Engineer will withhold further progress payments until such time as the Contractor has submitted a current payment schedule. E L� November 30, 2006 I REVISION OF SECTION 109 FUEL COST ADJUSTMENT Section 109 of the Standard Specifications is hereby revised for this project as follows: Subsection 109.06 shall include the followine: (h) Fuel Cost Adjustments. Contract price adjustments will be made to reflect increases or decreases in the prices of Gasoline, diesel and other fuels from those in effect durinG the month in which bids were received for the Contract. When bidding the Contractor shall specify on the Form 85 whether the price adjustment will apply to the Contract. After bids are submitted. the Contractor will not be given any other opportunity to accept or reject this adjustment. If the Contractor fails to indicate a choice on the Form 85. the price adjustment will not apply to the Contract. If the fuel cost adjustment is accepted by the Contractor, the adjustment will be made in accordance with the followine criteria: Price adjustments will be based on the fuel price index established by the Department on the first working day of each month. The index will be the rate posted by the Oil Price Information Service (OPIS) on the first workinG day of the month for Denver No. 2 Diesel. The rate used will be the OPIS Averci�e taken from the OPIS Standard Rack table for Ultra -Loin Sulfur w/Lubriciti� Gross Prices (ULS column), expressed in dollars per gallon and rounded to two decimal places 2. Price adjustments will be paid on a monthly basis with the following conditions: A. Payment will be based on the pay quantities on the monthly partial pay estimate for the following pay items for which fuel factors have been established: zuz-xemovat of Asphalt Mat if lamng) 203-Excavation (muck, unclassified), Embankment, Borrow, 203-Excavation(rock) 206-Structure Excavation and Backfill [applies only to quantities paid for by separate bid item: no adjustment will be made for pay items that include structure excavation R backfill, such as RCP(CIP)] 304-A.greeate Base.Course (if ABC is paid for by the CY) (if ABC is paid for",by the ton, convert toCY by multiplying the quantity in tons'by`OS57) 307-Lime Treated SubGrade 310-Full Depth Reclamation 403-Hot Mix Asphalt (HMA) 403-Stone Mastic Asphalt 405-Heating and Scarifying Treatment 406-Cold Bituminous Pavement Recycle 412-Portland Cement Concrete Pavement 0.29 Gal/CY 0.39 Gal/CY 0.29 Gal/CY 0.85 Gal/CY' 0.12 Gal/SY 0.06 Gal/SY 2.47 Gal/Ton 2.47 Galleon 0.44 Gal/SY 0.01 Gal/SY/Inch depth 0.03 Gal/SY/Inch thickness B. A price adjustment will be made only when the current fuel price index varies by more than 5 percent from the price index at the time of bid, and only for that portion of the variance in excess of 5 percent. Price adjustments may be either positive or negative dollar amounts. C. No fuel price adjustments will be made for any partial estimate falling wholly after the expiration of contract time. Mil November 30.2006 REVISION OF SECTION 109 FUEL COST ADJUSTMENT D. Adjustment formula: EP ,treater than BP: FA = (EP — 1.05 BP)(Q)(FF) EP less than BP: FA = (EP = 0.95 BP)(Q)(FF) Where: BP = Fuel price index for the month in which bids are opened EP = Fuel price index for the month in which the partial estimate pay period ends FA = Adjustment for fuel costs in dollars FF = Fuel usage factor for the pay item O = Pui quantih for the pa) item on the monthltpartial pav estimate Note: When thev pay item is based on area, and the rate of fuel use varies uwh ihickness, Q should be determined by multiplving the area by the thickness. For example: for 1000 square vat ds of 8-inch concrete pavement Q should be 8000. E. No adjustment will be allowed for the quantity of any item that is left in place at no pay. The fuel cost adjustment will be the sum of the individual adjustments for each of the pay items shown. No adjustment will be made for fuel costs on items other than those shown. The factors shown are aggregate adjustments for all types of fuels used, including but not limited to gasoline. diesel. propane. and burner fuel. No additional adjustments will be made for any type of fuel. Fuel cost adjustments resulting in an increased payment to the Contractor will be paid for under the planned force account item: Fuel Cost Adjustment. Fuel cost adjustments resulting in a decreased payment to the Contractor will be deducted from monies owed the Contractor. IlI [+au Er, 1 F fl tl H U August 1.2005 REVISION OF SECTION 109 MEASUREMENT OF QUANTITIES Section 109 of the Standard Specifications is hereby revised for this project as follows: In subsection 109.01. following paragraph 15. add the following: The Engineer will randomly verify the accuracy' of the certified weigher on every project where the weights are manually entered on the scale ticket. This verification will consist of at least one comparison check on the _ project. Additional verification checks may be required as determined by the Engineer. The Engineer will randomly select a loaded truck after the truck has been issued a scale ticket by the certified weigher. The loaded truck will then be rewewhed. in the presence of the Engineer. on the same scale and the weight compared with the weight on the scale ticket. Reweighed loads shall be within the tolerance of 200 pounds plus or minus. The Engineer will also verify the accuracy of computerized scales. Computerized scales are scales that automatically print weights on the scale ticket. This verification will consist of at least one comparison check when the project requires more than 2500 tons of material to be weighed. This comparison check shall be made by reweighing a loaded vehicle. The Contractor shall either provide a second certified scale or select a second certified scale in the vicinity to be used for the comparison check. Comparison checks shall be performed using the following procedures: (I) Hopper Scale. A loaded truck will be randomly selected by the Engineer. The loaded truck shall be weighed on a certified platform scale to record the gross weight The truck shall be unloaded and weighed again on the ^ same scale to record the tare weight. The tare weight shall be subtracted from the gross weight and compared against the net weight recorded on the scale ticket. (2) Platform Scales. A loaded truck will be randomly selected by the Engineer. The loaded truck shall be reweighed on a second certified scale and the gross weight shall be compared against the gross weight on the first scale ticket. Should a comparison check reveal a weight difference of more than one percent, a second comparison check shall be performed immediately. If the weight differences of both comparison checks exceed the one percent limit, the Contractor shall immediately stop weighing and the scale shall be recertified and resealed at the Contractor's ^ expense. The necessary adjustments as indicated by the recertification will be made to all scale tickets issued since the last certification or on the entire project. whichever occurred later, unless the Contractor demonstrates to the satisfaction of the Engineer that the defect in the scale was present for a lesser period of time. _ If it is necessary to recertify a scale, and more than 2500 tons of material remain to be weighed, another scale comparison check shall be made. All comparison checks shall be made at the Contractor's expense. n, si April 7, 2006 REVISION OF SECTION 203 EMBANKMENT Section 203 of the Standard Specifications is hereby revised for this project as follows: Subsection 203.03 (a) shall include the following: Embankment imported onto the project will be tested for water soluble sulfates using CP-L 2103 Method B. The average of three consecutive tests shall not have sulfate content greater than that specified in the plans. No single test shall have a sulfate content greater than 20 percent of that specified in the plans. A single failing test shall have the remaining sample split into four equal portions. CDOT Region Lab shall receive one portion, the Contractor shall receive one portion and the remaining two portions shall go to the CDOT Central lab. The CDOT ry� Region Lab, CDOT Central Lab and the Contractor's Lab shall retest the sample. If the results from the three Y�e11Y Labs are within 10 percent of each other, the results will be averaged. The averaged result will be used for Contract compliance. If the results from the Labs are not within 10 percent of each other, the remaining split sample will be sent to an independent laboratory for testing using CP-L 2103. The independent laboratory will be mutually agreed upon by the Department and the Contractor. The Independent Lab's test result will be used for Contract compliance. If the water soluble sulfate content is less than that specified on the plans, CDOT will bear all costs associated with the independent lab test. If the soluble sulfate content is greater than that specified on the plans, all costs associated with independent lab testing shall be at the Contractor's expense. Embankment represented by tailing tests shall be removed from the project and replaced at the Contractor's expense. r E KI The Quality Assurance Schedule contained in the 2006 Field Materials Manual shall include the following: Colorado Department of'Cransportation Frequency Guide Schedule for Minimum Materials Sampling, Testing, and Inspection PAY ITEM TYPE OF TEST PROJECT VERIFICATION SAMPLING &TESTING PROCEDURES REMARKS POINT OF VERIFICATION FOR DUALITY Central Lab venlFlcnrioN VERIFICATION TEST SAMPLE FREQUENCY SAMPLING TESTING DETERMINATION FREQUENCY SIZE 203 - BORROW PIT 1 per 2000 cu yds (1500 IN) or CP 30 CP-L 2103 From uncompacted lift 1 water-soluble 5lbs per Soil fraction thereof, minimum of or stockpile Sulfate test. type. WATER-SOLUBLE 1 per source SULFATE Note: Tests can be performed in the field or by the Region Lab if adequate facilities and equipment are available C 1 ( 1 ( ) •C ) C- ) (. I (-) (. 1 (. - 1 ( 1 1 3 1 1 1 ) C) ( I C i [ I ( 1 C I N November 30, 2006 Glr; I a 3 1II M REVISION OF SECTION 208 SILT BERM Section 208 of the Standard Specifications is hereby revised for this project as follows: Subsection 208.01 shall include the following: This work includes the installation of a silt berm, to reduce erosion in temporary ditches, permanent ditches, and borrow ditches as shown on the plans. In subsection 208.02, delete (e) and replace with the following: (e) Silt Berm. Silt berm shall consist of an ultraviolet (UV) stabilized high -density polyethylene, shall be triangular in shape and shall have the following dimensions: Width 6 11 inches 101nChes ' - r x� k a 4 , ,' n .. `.:..• Weight 0 3 1 4 Ibs /sq ft yry PercenfO e Area m 30 50% fl In subsection 208.05, delete (g) and replace with the following: (g) Silt Berm. Prior to installation of silt berms, the Contractor shall prepare the surface of the areas in which the berms are to be installed such that are they free of materials greater than 2 inches in diameter and are suitably smooth for the installation of the silt berms, as approved. Berms shall be secured with 10 to12 inch x 0.375-inch diameter (minimum) spikes. A minimum one spike per foot shall be installed on both sides of each berm and in accordance with manufacturer's recommendations. The Contractor shall install the berm in a manner that will prevent water from going around or under the silt berm. If silt berms are installed in combination with soil retention blanket, then the silt berms shall be installed on top of installed blanket. Subsection 208.07 shall include the following: Silt berms will be measured by the actual number of linear feet of berm that is installed and accepted. Subsection 208.08 shall include the following: Pay Item Pay Unit Silt Berm Linear Foot Spikes will not be measured and paid for separately, but shall be included in the work. QWhen required, soil retention blankets will be measured and paid for in accordance with Section 216. �k H April 12, 2007 REVISION OF SECTION 212 SEEDING SEASONS Section 212 of the Standard Specifications is herby revised for this project as follows: In subsection 212.03 delete the seeding seasons table and replace it with the following: Zone I Spring Seeding Fall Seeding Areas other than the Western Sln e Below 6000 Spring thaw to June 1 September] o urittl consistent i r aground freeze ,.c...'.. 6000- to 7000- Spring thaw to June I Septemberl until consistent round freeze _... 7000''to 8000' o J Spring.thaw toJuly 75 August 1 =uhttl cones ente __.:.:i?ound ,I freeze'.. Above 8000' Spring thaw to consistent ?round freeze Western Slope =Below 6000' , :' " Springsthaw,to Mav ] August l until consistent d freeze .7oow e:3., ,j, 6000' to Spring thaw to June 1 September 1 until consistent ground freeze Above 7000' S ringthaw to'"consistent,eiound freeze `_ 4 October 13. 2005 REVISION OF SECTION 401 LONGITUDINAL JOINTS Section 401 of the Standard Specifications is hereby revised for this project as follows: In subsection 401.17, delete the fifth paragraph and replace with the following: The Contractor shall obtain one 6-inch diameter core at a random location within each longitudinal joint sampling section for determination of the joint density. The Contractor shall mark and drill the cores at the location directed by the Engineer and in the presence of the Engineer. The Engineer will take possession of the cores for testing. The Contractor may take additional cores at the expense of the Contractor. Coring locations shall be centered on the visible line where the joint between the two adjacent lifts abut at the surface. The center of all joint cores shall be within ± 1 inch of this visible joint line. Core holes shall be repaired by the Contractor using materials and methods approved by the Engineer. OC and OA joint coring shall be completed within five calendar days of joint construction. Longitudinal joint coring applies to all pavement lifts. When constructing joints in an echelon paving process, the joints shall be clearly marked to ensure consistent coring location. In small areas, such as intersections, where the Engineer prescribes paving and phasing methods, the Engineer may temporarily waive the requirement for joint density testing. H I;I F P11 I11 u Op, August 1, 2005 REVISION OF SECTION 412 CONCRETE PAVEMENT JOINTS Section 412 of the Standard Specifications is hereby revised for this project as follows Subsection 412.13, first paragraph, shall include the following: When a joint is sawcut more than 3 inches from the designated location. the pavement shall be removed and replaced to the nearest correct joints. When portions of concrete pavement are removed and replaced. the portion removed shall be the full width of the lane and length of the affected slabs. This corrective action shall be at the Contractor's expense. 8 BASE BID REVISED BID SCHEDULE ADDENDUMI 6062 Lemay Right Turn Lane at Mulberry H H I V ki L L_' 0 N H- 1 9 Item # Item Unit Quantity Unit Cost Total 202-00000 Removal of structures and ObsWchons LS 1 f 5:LO )Sao °�- 202-OW35 Removal of Concrete Pipe LF 99 1 5% 1(r033 ' 202-00200 Removal of Sidewalk SY 135 T,5-71�gLa- 202-MOI Removal of pub LF 142 ' 1']a j 2024WI0 Removal ofConaete Pavement SY 164 -5-1" L4 -A 14 8_' 202-00220 Removal of Asphalt Mat SY 98 1` 1 I XI as 202-00250 Removal of Pavement Marking SF 381 Al S- -1 I q iii-a 202-01000 Removal of Fence LF 23 1 =' ant Qs- 203-0I500 Blan 14R 8 1 708-00045 Concrete Washout Structure EACH I pp¢ os 208-00050 Storm Dram Inlet Protection EACH 5 3::)o 208-00070 Stabdved GoreWction Entrance EACH 1 s 1 Q% 1 =31 210-01000 Reset Force LF 236 r oo 210-01001 Modify Fora LF 3 qS v 1 210-01700 Reset Sprmklcr Head EACH 3 ) = L 210-01710 Resd Valve EACH 2 1 33 a f LD-no IV 210-04010 Adjust Manhole EACH 1 101502 I5 °J 212-00006 Seedrng(Natrve) ACRE 0.2 at 550- 5101M 212-00032 Soil Condfioo ig ACRE 01 Mo50 15 3o �a 213-0000 Mul oed Free ACRE 01 a 5 O 510� 213-OOMI Mulch Tachfier LB 40 304-06000 Aggregate Base Course Cuss TON 254 $ 403-32nl Hot Mur Asphalt Grading SO) (100) (PO 58-23) TON 38 403-33851 Hot Mix Asphalt (Grading S) (100) (PG 61-28) TON 38 0 412-01020 Concrete Pavement 10 Inch Fast Track SY 261 ea 412-41001 Concrete Pavement 10 inch Coi SY IS - 5 42 603-0 150 15 Inch B fotoedE22Z a LF 5 oII 603-05015 15 Inch Reinforced Concrete End Section EACH 6 2ooQWi2oa 608-00006 ConaeteSidewalk(6Inch) SY 94 `JI 1 608-00010 Concrete Curb SY 29 '11� 609-21010 garb and Gutter R Section I-B LF III 69 609-2I020 pub and Gutter Type B Section U-B) LF 482 Q 5 -W 1 rl° 609-24002 Gutter Type II 2 Foot LF 176 2 t) H_ 610-00030 Median Cover Material Concrete SF 1,354 4 '7 626-00000 Mobi7®tion 1S I IIsc} 44 630-10005 Traffic Control 1S 1 1$3 S30'� 700-70010 F/A Mmor Contract Revisions FA 1 $10AN 00 $10.0w 00 Total Bid Cost 15509 otal Bid Cast in Words: OOS %V 4*4Xz;Vc% 'yCT'1 PVE Thad- -(For Performance and Paymeut Bonds) Foree Aecoant Total Bid Cost 15501 700.70016 INA Fuel Cost A ustmeot I FA 1 1 SI,500 00 $l 500 00 700-70021 F/A Oo-Th2b Trainee HOUR 0 $0 011 SO 00 700.70022 F/A OJT Colorado FA 1 1 $15000 $15000 700.70380 1171AFjosionControl FA 1 1 $1,00000 $1,00000 Total Contract Cost t) Total Cost in NAttAr�'s� Cpvti.Cn..s<>.o.�r� rlt� TITLE �\ 1, April 12, 2007 REVISION OF SECTION 412 PORTLAND CEMENT CONCRETE FINISHING Section 412 of the Standard Specifications is hereby revised for this project as follows: Delete subsection 412.12 and replace with the following: 412.12 Finishing. The sequence of operations shall be strike -off and consolidation, floating, and final surface finish. Water shall not be added to the surface of the concrete to assist in finishing operations. The surface shall be finished to a uniform texture, true to grade and cross section, and free from porous areas. When the finishing machine, either form or slip form, or hand finishing method, leaves a surface that is not acceptable, the operation shall stop and corrective action shall be taken. Inability of the finish machine to provide an acceptable surface finish, after corrective action, will be cause for requiring replacement of the finish machine. Wastewater generated from concrete finishing operations shall be contained and disposed of in accordance with subsection 107.25. (a) Hand Finishing. Unless otherwise specified, hand finishing methods will be permitted only when performed under the direct supervision of a Craftsman holding the following certificate: ACI Concrete Flatwork Finisher and Technician (ACICFFT) or other Flatwork Finisher certification program approved by the Department. A minimum of one certified Craftsman is required at each finishing operation. A minimum of one certified Craftsman is required for each three or fewer finishers (non -certified ACICFFTs) at each operation. Hand finished concrete shall be struck off and screeded with a portable screed that is at least 2 feet longer than the maximum width of the slab to be struck off. It shall be sufficiently rigid to retain its shape. Concrete shall be thoroughly consolidated by hand vibrators. Hand finishing shall not be allowed after concrete has been in -place for more than 30 minutes or when initial set has begun unless otherwise approved by the Engineer. (b) Floating. Hand floating will be permitted only as specified in paragraph (a) above. The Contractor shall not ff��ff use floats made of aluminum. fill (c) Final Finish. For the final finish a strip of plastic turf shall be dragged longitudinally over the full width of ��11I1 pavement after a strip of burlap or other approved fabric has been dragged longitudinally over the full width of pavement to produce a uniform surface of gritty texture. The plastic turf drag shall be made of material at least 3 feet wide and be maintained in such a condition that the resultant surface finish is of uniform appearance and reasonably free from grooves over'/,6 inches in depth. Where more than one layer of burlap drag is used, the bottom layer shall be approximately 6 inches wider than the layer above. Drags shall be maintained clean and free from encrusted mortar. Drags that cannot be cleaned shall be discarded and new drags installed. (d) Tining and Stationing. Where posted speeds are 40 mph or higher, the surface shall be given a longitudinal metal tine finish immediately following turf drag. Tining is not required where posted speeds are less than 40 mph. Tining shall produce grooves of inch x'/8 inch spaced 3/, inch apart and parallel to the longitudinal joint. Longitudinal lining shall stop at the edge of travel lanes. Tining devices shall be maintained clean and free from encrusted mortar and debris to ensure uniform groove dimensions. The lining finish shall not be performed too early whereby the grooves may close up. Before paving the Contractor shall provide in writing a tining plan showing fining locations and describing methods that will be used for hand tining. Paving shall not commence until the Engineer has approved the fining plan in writing. The fining grooves shall be neat in appearance, parallel with the longitudinal joint, uniform in depth and in accordance with what is shown in the plans and these specifications. Any time that the lining grooves do not meet these requirements, the concrete paving operation shall be immediately stopped and will not resume until the problem has been resolved. Stationing shall be stamped into the outside edge of the pavement, as shown on the plans. a November 30, 2006 ^ REVISION OF SECTION 601 FORMS AND FALSEWORK Section 601 of the Standard Specifications is hereby revised for this project as follows: Subsection 601.09 (b) shall include the following: Forms for the placement of deck concrete or other concrete work associated with structural steel girders shall be constructed so that any concentrated loads applied to girder webs shall be within 6 inches of a flange or stiffener. `J Where loads are applied to steel girder webs, they shall be applied in a manner that will not produce distortion to the web. U For structural steel girders, temporary struts and ties shall be provided as necessary to resist lateral loads applied to the girder flanges and to prevent appreciable relative movement between the edge of deck form and the adjacent steel girder. U In subsection 601.11 (a), delete the first three paragraphs and replace with the following: (a) General. The Contractor shall be responsible for designing and constructing falsework. The Contractor's Engineer shall determine whether falsework is necessary. When the Contractor's Engineer _ determines falsework is unnecessary, the Contractor shall submit a written statement signed by the Contractor's Engineer so stating. All falsework drawings, including revisions, shall be prepared by the Contractor's Engineer, shall meet the requirements of subsection 601.11, and shall be provided by the Contractor to the Engineer for record purposes only. The drawings shall be signed and sealed by the Contractor's Engineer. These drawings shall be stamped "Approved for Construction" and signed by the Contractor prior to providing them to the Engineer. The drawings will not be approved by the Engineer. In subsection 601.11 (d), delete the second and third paragraphs and replace with the following: Falsework and formwork for the placement of deck concrete or other concrete work associated with structural steel girders shall be constructed so that any concentrated loads applied to girder webs shall be within 6 inches of a flange or stiffener. Where loads are applied to steel girder webs, they shall be applied in a manner that will not produce distortion to the web. For structural steel girders, temporary struts and ties shall be provided as necessary to resist lateral loads applied to the girders and to prevent movement between adjacent steel girders. Where the deck overhang exceeds 1/3 of the distance between steel girders, bracing shall be provided to prevent rotation of the exterior girder due to the ^ weight of the overhang falsework and formwork and concrete placement operations. Struts and ties shall also be provided between interior steel girders to prevent movement between girders. Falsework drawings for bracing, struts, and ties shall be submitted and conform to the requirements of subsection 601.11 (a). F iik' E 1',�1``� '1 I H M P �l iJ}I L i �: �J April 12. 2007 REVISION OF SECTIONS 601. 606. 608. 609. AND 618 CONCRETE FINISHING Sections 601. 606. 608. 609, and 618 of the Standard Specifications are hereby revised for this project as follows: Subsection 601.12 (a) shrill include the following: Unless otherwise specified. hand finishing methods will be permitted only when performed under the direct supervision of a Craftsman holding the following certificate: ACI Concrete Flatwork Finisher and Technician (ACICFFT) or other Flatwork Finisher certification program approved by the Department. A minimum of one certified Craftsman is required at each finishing operation. A minimum of one certified Craftsman is required for each three or fewer finishers (non -certified ACICFFTs) at each operation. Subsection 601.14(a) shall include the following: The finishing of hardened concrete surfaces shall not require a certified Concrete Flatwork Finisher as described in subsection 601.12(a). Subsection 606.04(a). second paragraph, shall include the following: When hand finishing is allowed, it shall be performed under the supervision of a certified Concrete Flatwork Finisher in conformance with revised subsection 601.12(a). Subsection 606.04(b), first paragraph, shall include the following: All required hand finishing shall be performed under the supervision of a certified Concrete Flatwork Finisher in conformance with revised subsection 601.12(a). Subsection 608.03(d). First paragraph. shall include the following: All required hand finishing shall be performed under the supervision of a certified Concrete Flatwork Finisher in conformance with revised subsection 601.12(a). Subsection 609.03 shall include the following: All required hand finishing shall be performed under the supervision of a certified Concrete Flatwork Finisher in conformance with revised subsection 601.12(a). Subsection 618.11(f), first paragraph, shall include the following: All required hand finishing shall be performed tinder the supervision of a certified Concrete Flatwork Finisher in conformance with revised subsection 601.12(a). �`i U October 19. 2006 REVISION OF SECTIONS 601 AND 701 STRUCTURAL CONCRETE Sections 601 and 701 of the Standard Specifications are hereby revised for this project as follows: Delete subsection 601.02 and replace with the following: 601.02 Classification. The classes of concrete shown in Table 601-1 shall be used when specified in the J Contract. Table 601-1 CONCRETE TABLE Concrete Class Required Field Compressive Strength(psi) Cementitious Content: Minimum or Range Ibs/ d' Air Content: % Range Total Water Cement Ratio: Maximum or Range 1 r 3500 at 28 days i,,» 565 j ` , 5 +. ,'.B .., BZ 4000 at 28 days .�. 610 N/A 0 50 4 DT 4500 at 28 days _61'5O'444 700 5-8 a>a 0.44 E..'4200 at'28:days... �r.__.660' 4— 8YA H 4500 at 56 days 580 to 640 5 8 0 38 0 42 p 4200 at 28 days 660 4 8 0.44 ' S35 $5000 at'28�6ays. _ 615,to 720 _ S40 5800 at 28 days _ 615 to 760 5-8 0.40 µS50 ,1. - 7250:at28:da s, ., 615 to'8D0 . , =C 5 ' 18 ,< Class B concrete is an air entrained concrete for general use. Class D or H concrete may be substituted for ^ Class B concrete. Additional requirements are: The coarse aggregate shall have a nominal maximum size of 11/2 " inches or smaller. Approved fly ash may be substituted for portland cement up to a maximum of 20 percent Class C or 30 percent Class F by weight of total cementitious. Class BZ concrete is concrete for drilled piers. Additional requirements are: Entrained air is not required unless specified in the Contract. High range water reducers may be added to obtain desired slump and retardation. Slump shall be a minimum of 5 inches and a maximum of 8 inches. The concrete mix shall be made with AASHTO M 43 size No. 67. No. 7 or No. 8 coarse aggregate. Approved fly ash may be substituted for portland cement up to a maximum of 20 percent Class C or 30 percent Class F by weight of total cementitious. Class D concrete is a dense medium strength structural concrete. Class H may be substituted for Class D concrete. Additional requirements are: An approved water reducing admixture shall be incorporated in the mix. The concrete mix shall be made with AASHTO M 43 sizes No. 57, No. 6 or No. 67 coarse aggregate. When placed in a bridge deck, the concrete mix shall consist of a minimum 55 percent AASHTO M 43 size No. 67 :. coarse aggregate by weight of total aggregate. Approved fly ash may be substituted for portland cement up to a maximum of 20 percent Class C or 30 percent Class F by weight of total cementitious. Class DT concrete may be used for deck resurfacing and repairs. Class HT may be substituted for Class DT u concrete. Additional requirements are: An approved water reducing admixture shall be incorporated in the mix. The concrete mix shall consist of a minimum 50 percent AASHTO M 43 size No. 7 or No. 8 coarse aggregate by weight of total aggregate. Approved fly ash may be substituted for portland cement up to a maximum of 20 u percent Class C or 30 percent Class F by weight of total cementitious. Class E concrete may be used for fast track pavements needing early strength in order to open a pavement to service soon after placement. Additional requirements are: Type III cement may be used The concrete mix shall consist of a minimum 55 percent AASHTO M 43 size No. 357 or No. 467 coarse aggregate by weight of total aggregate. If all transverse joints are doweled, the concrete mix shall consist of a minimum 55 percent AASHTO u M 43 sizes No. 57, No. 6, No. 67, No. 357, or No. 467 coarse aggregate by weight of total aggregate. The M October 19, 2006 H hJ ,e 3 M K Ai F P �u 2 REVISION OF SECTIONS 601 AND 701 STRUCTURAL CONCRETE laboratory trial mix must produce an average 28 day flexural strength of a minimum 650 psi. Class E concrete shall contain a minimum 10 percent to a maximum of 20 percent Class C, or a minimum 10 percent to a maximum 30 percent Class F fly ash by weight of total cementitious. Class H concrete is used for bare concrete bridge decks that will not receive a waterproofing membrane. Additional requirements are: An approved water reducing admixture shall be incorporated in the mix. The concrete mix shall consist of a minimum of 55 percent AASHTO M 43 size No. 67 coarse aggregate by weight of total aggregate. Class H concrete shall contain cementitious materials in the following ranges: 450 to 500 pounds per cubic yard Type II portland cement, 90 to 125 pounds per cubic yard fly ash and 20 to 30 pounds per cubic yard silica fume. The total content of Type II portland cement, fly ash and silica fume shall be 580 to 640 pounds per cubic yard. The laboratory trial mix must not exceed permeability of 2000 coulombs at 56 days (ASTM C 1202) and must not exhibit a crack at or before 14 days in the cracking tendency test (AASHTO PP 34). Class HT concrete is used as the top layer for bare concrete bridge decks that will not receive a waterproofing membrane. Additional requirements are: An approved water reducing admixture shall be incorporated in the mix. The concrete mix shall consist of a minimum of 50 percent AASHTO M 43 size No. 7 or No. 8 coarse aggregate by weight of total aggregate. Class HT concrete shall contain cementitious materials in the following ranges: 450 to 500 pounds per cubic yard Type II portland cement, 90 to 125 pounds per cubic yard fly ash and 20 to 30 pounds per cubic yard silica fume. The total content of Type II portland cement, fly ash and silica fume shall be 580 to 640 pounds per cubic yard. The laboratory trial mix must not exceed permeability of 2000 coulombs at 56 days (ASTM C 1202) and must not exhibit a crack at or before 14 days in the cracking tendency test (AASHTO PP 34). Class P concrete is used in pavements. Additional requirements are: The concrete mix shall consist of a minimum 55 percent AASHTO M 43 size No. 357 or No. 467 coarse aggregate by weight of total aggregate. If all transverse joints are doweled, the concrete mix shall consist of a minimum 55 percent AASHTO M 43 sizes No. 57, No. 6, No. 67, No. 357, or No. 467 coarse aggregate by weight of total aggregate. The laboratory trial mix must produce an average 28 day flexural strength of a minimum 650 psi. Class P concrete shall contain a minimum 10 percent to a maximum of 20 percent Class C. or a minimum 10 percent to a maximum 30 percent Class F fly ash by weight of total cementitious. Unless acceptance is based on flexural strength. the total weight of cementitious shall not be less than 660 pounds per cubic yard. If acceptance is based on flexural strength, the total weight of cementitious shall not be less than 520 pounds per cubic yard. Class S35 concrete is a dense high strength structural concrete. Additional requirements are: An approved water reducing admixture shall be incorporated in the mix. The concrete mix shall be made with AASHTO M 43 sizes No. 57, No. 6, No. 67, No. 7 or No. 8 coarse aggregate. When placed in a bridge deck, the concrete mix shall consist of a minimum 55 percent AASHTO M 43 size No. 67 coarse aggregate by weight of total aggregate. Approved fly ash may be substituted for portland cement up to a maximum of 20 percent Class C or 30 percent Class F by weight of total cementitious. Class S40 concrete is a dense high strength structural concrete. Additional requirements are: An approved water reducing admixture shall be incorporated in the mix. The concrete mix shall be made with AASHTO M 43 sizes No. 573 No. 6, No. 67, No. 7 or No. 8 coarse aggregate. When placed in a bridge deck, the concrete mix shall consist of a minimum 55 percent AASHTO M 43 size No. 67 coarse aggregate. Approved fly ash may be substituted for portland cement up to a maximum of 20 percent Class C or 30 percent Class F by weight of total cementitious. Class S50 concrete is a dense high strength structural concrete. Additional requirements are: An approved water reducing admixture shall be incorporated in the mix. The concrete mix shall be made with AASHTO M 43 sizes No. 57. No. 6, No. 67, No. 7 or No. 8 coarse aggregate. When placed in a bridge deck, the concrete mix shall consist of a minimum 55 percent AASHTO M 43 size No. 67 coarse aggregate by weight of total aggregate. Approved fly ash may be substituted for portland cement up to a maximum of 20 percent Class C or 30 percent October 19, 2006 3 REVISION OF SECTIONS 601 AND 701 STRUCTURAL CONCRETE Class F by weight of total cementitious. The laboratory trial mix must not exhibit a crack at or before 14 days in the cracking tendency test (AASHTO PP 34). L Subsection 601.03 shall include the following: Where blended hydraulic cement is used the substitution of fly ash for the blended hydraulic cement is not allowed. Subsection 601.04 shall include the following: 601.04 Sulfate Resistance. The Contractor shall provide protection against sulfate attack on concrete structures ^ by providing concrete structures manufactured with requirements according to Table 601-4. The exposure Class will be stated on the plans. A higher level of requirements may be used for a lower level of exposure. If the Contractor can provide a test report that shows another class of exposure exists at a structure location, then the Engineer may accept a concrete mix for that location that meets the corresponding sulfate protection requirements in addition to other requirements shown in this section. Table 601-4 REQUIREMENTS TO PROTECT AGAINST DAMAGE TO CONCRETE BY SULFATE ATTACK FROM EXTERNAL SOURCES OF SULFATE Severity of Water-soluble potential sulfate (SO,), Sulfate (SO4) in Water cement ratio, Cementitious material exposure percent, dry soil water, ppm maximum requirements Class 0 "�' '00 to 0`�10 `ua 00.11 .0 to150 0 50' Cl0 ass Class 1 _ to 0.20 _ 151 to 1500 _ 0.50 Class 1 Class 2 21 t0;2 00T 1501 toa10 000 0 45, k Class ,s;,0 Class 3 2.01 or greater 10,001 or greater _._ 0.40 Class 3 Cementitious material requirements are as follows: Class 0 requirements shall be one of the following: (1) ASTM C 150 Type I, II or V (2) ASTM C 595 Type IP (3) ASTM C 1157 Type GU (4) ASTM C 150 Type III cement if it is allowed, as in Class E concrete Class 1 requirements for sulfate resistance shall be one of the following: J (1) ASTM C 150 Type II or V; Class C fly ash shall not be allowed in the concrete mix (2) ASTM C 595 Type IP(MS) (3) ASTM C 1157 Type MS (4) When ASTM C 150 Type III cement is allowed. as in Class E concrete; it shall have no more than 8 percent J CA. Class C fly ash shall not be allowed in the concrete mix Class 2 requirements for sulfate resistance shall be one of the following: (1) ASTM C 150 Type V with a minimum of a 20 percent substitution of Class F fly ash by weight (2) ASTM C 150 Type II or III with no more than 0.040 percent expansion at 14 days when tested in accordance — with ASTM C 452 with a minimum of a 20 percent substitution of Class F fly ash by weight (3) ASTM C 1157 Type HIS (4) A blend of portland cement meeting ASTM C 150 Type II or III with a minimum of 20 percent Class F fly ash by weight, where the blend has less than 0.05 percent expansion at 6 months or 0.10 percent expansion at 12 months when tested according to ASTM C 1012. u E October 19, 2006 d� li V ,l 9 �11i] N a E 4 REVISION OF SECTIONS 601 AND 701 STRUCTURAL CONCRETE Class 3 requirements for sulfate resistance shall be one of the following: (1) A blend of portland cement meeting ASTM C 150 Type II, III, or V with a minimum of a 20 percent substitution of Class F fly ash by weight , where the blend has less than 0.10 percent expansion at 18 months when ASTM according to ASTM C 1012. (2) ASTM C 1157 Type HS having less than 0.10 percent expansion at 18 months when tested according to ASTM C 1012. When fly ash is used to enhance sulfate resistance, it shall be used in a proportion greater than or equal to the proportion tested in accordance to ASTM C1012 and it shall have a calcium oxide content no more than 2.0 percent greater than the fly ash tested according to ASTM 1012, Delete subsection 601.05 and replace with the following: 601.05 Proportioning. The Contractor shall submit a Concrete Mix Design Report consisting of design mix proportions, laboratory trial mix and aggregate data for each class of concrete being placed on the project. Concrete shall not be placed on the project before the Concrete Mix Design Report has been reviewed and approved by the Engineer. The Concrete Mix Design cannot be approved when the laboratory trial mix data are the results from tests performed more than two years in the past and aggregate data are the results from tests performed more than a year in the past. The design mix proportions shall show the weights and sources of all ingredients including cement, fly ash, aggregates, water, additives and the water cement ratio (w/c). When determining the w/c, cement (c) shall be the sum of the weight of the cement, the weight of the fly ash and the weight of silica fume. The laboratory trial mix data shall include results of the following: (1) AASHTO T 119 (ASTM C 143) Slump of Hydraulic Cement Concrete. (2) AASHTO T 121 (ASTM C 138) Weight per Cubic Foot, Yield, and Air Content (Gravimetric) of Concrete. Air content from AASHTO T 152 (ASTM C 231) Air Content of Freshly Mixed Concrete by the Pressure Method may be used in lieu of the air content by the gravimetric method in AASHTO T 121 (ASTM C 138). (3) ASTM C 39 Compressive Strength of Cylindrical Concrete Specimens shall be performed with at least two specimens at 7 days and three specimens at 28 days. Three additional specimens tested at 56 days shall be required for Class H and HT concrete. (4) Class H and HT concrete shall include a measurement of permeability by ASTM C 1202 Electrical Indication of Concrete's Ability to Resist Chloride Ion Penetration. The concrete test specimens shall be two 2 inch thick disks sawed from the centers of two molded 4 inch diameter cylinders cured 56 days in accordance with ASTM C 192 Standard Practice for Making and Curing Concrete Test Specimens in the Laboratory. (5) Class H, HT and S50 concrete shall include a measurement of cracking by AASHTO PP 34 Standard Practice for Estimating the Cracking Tendency of Concrete. The ring shall be cured in an indoor room with the temperature maintained 65 to 75 OF and relative humidity not exceeding 40 percent. (6) Class E and P concrete shall include AASHTO T 97 (ASTM C 78) Flexural Strength of Concrete (Using Simple Beam with Third -Point Loading) performed with two specimens at seven days and four specimens at 28 days. Prior to placement of Class E concrete, the Contractor shall provide the Engineer a report of maturity relationships in accordance with CP 69, The Contractor shall provide maturity meter and all necessary wire and connectors. The Contractor shall be responsible for the placement and maintenance of the maturity meter and wire. Placement shall be as directed by the Engineer. Except for class BZ concrete, the maximum slump of the delivered concrete shall be the slump of the approved concrete mix design plus 11/2 inch. Except for class H and HT concrete, the laboratory trial mix must produce an average 28 day compressive strength at least 115 percent of the required 28 day field compressive strength. The October 19, 2006 5 REVISION OF SECTIONS 601 AND 701 STRUCTURAL CONCRETE laboratory trial mix for Class H or HT concrete must produce an average 56 day compressive strength at least 115 percent of the required 56 day field compressive strength. u The laboratory trial mix shall have a relative yield of 0.99 to 1.02. When Portland Cement Concrete Pavement is paid with a volumetric pay quantity, the relative yield of the concrete produced on the project shall be 0.99 to 1.02. If the relative yield of the produced concrete does not conform to this range for two consecutive yield determinations, concrete production shall cease and the Contractor shall present a plan to correct the relative yield to the Engineer. Aggregate data shall include the results of the following: 1, u (1) AASHTO T 11 (ASTM C 117) Materials Finer Than 75 um (No. 200) Sieve in Mineral Aggregates by Washing. (2) AASHTO T 19 (ASTM C 29) Unit Weight and Voids in Aggregate. (3) AASHTO T 21 (ASTM C 40) Organic Impurities in Fine Aggregate for Concrete. (4) AASHTO T 27 (ASTM C 136) Sieve Analysis of Fine and Coarse Aggregates. (5) AASHTO T 84 (ASTM C 128) Specific Gravity and Absorption of Fine Aggregate. (6) AASHTO T 85 (ASTM C 127) Specific Gravity and Absorption of Coarse Aggregate. (7) AASHTO T 96 (ASTM C 131) Resistance to Degradation of Small -Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine. (8) AASHTO T 104 (ASTM C 88) Soundness of Aggregate by Use of Sodium Sulfate or Magnesium Sulfate. u (9) AASHTO T 176 (ASTM D 2419) Plastic Fines in Graded Aggregates and Soils by use of the Sand Equivalent Test (10) ASTM C 535 Resistance to Degradation of Large -Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine (11) CP-L 4201 Determining the Potential Alkali Reactivity of Aggregates (Accelerated Mortar -Bar Method) Any aggregate with an expansion of 0.10 percent or more at 16 days after casting as tested by CP-L 4201 shall not be used unless mitigative measures are included in the mix design. Mitigative measures shall be tested using CP-L 4202 and exhibit an expansion not exceeding 0.10 percent at 16 days after casting by one of the following methods: ,. (1) Combined Aggregates. The mix design sources of aggregates, cement and mitigative measures shall be tested. The porportions of aggregates and mitigive measures shall be those used in the mix design. LI (2) Individual Aggregates. Each source and size of individual aggregates shall be tested. The source of , cement and mitigative measures shall be those used in the mix design. The highest level of mitigative measures for any indivdual aggregate shall be the minimum used in the mix design. The Concrete Mix Design Report shall include Certified Test Reports showing that the cement, fly ash and silica fume admixture meet the specification requirements and supporting this statement with actual test results. The certification for silica fume shall state the solids content if the silica fume admixture is furnished as slurry. Where the Contractor's use of fly ash results in any delay, necessary changes in admixture quantities or source, or unsatisfactory work, the cost of such delays, changes or corrective actions shall be borne by the Contractor. The Contractor shall submit a new Concrete Mix Design Report meeting the above requirements when a change occurs in the source, type, or proportions of cement, fly ash, or aggregate. The Contractor shall submit a new Mix Design Report meeting the above requirements when a change occurs in the source of approved admixtures. u rill October 19, 2006 N illy �J 11 6 REVISION OF SECTIONS 601 AND 701 STRUCTURAL CONCRETE The use of approved accelerating, retarding or hydration stabilizing admixtures to existing mix designs will be permitted at the discretion of the Engineer when documentation includes the following: (1) Manufacturers recommended dosage of the admixture (2) A letter stamped by the Concrete Mix Design Engineer approving the changes to the existing mix design. Unless otherwise permitted by the Engineer, the product of only one type of portland cement from one mill of any one brand shall be used in a concrete mix design. Review and approval of the Concrete Mix Design by the Engineer does not constitute acceptance of the concrete. Acceptance will be based solely on the test results of concrete placed on the project. Delete subsection 701.01 and replace with the following: 701.01 Hydraulic Cement. Hydraulic cement shall conform to the requirements of the following specifications for the type specified or permitted: Portland Cement Blended Hydraulic Cement Hydraulic Cement ASTM C 150 ASTM C 595 ASTM C 1157 In addition to the standard chemical requirements for portland cement in ASTM C 150, the maximum percent of equivalent alkalis (Na2O + 0.658 K,O) shall not exceed 0.90 percent. All concrete. including precast, prestressed and pipe shall be constructed with one of the following hydraulic cements unless permitted otherwise. ASTM C 150 Type I ASTM C 150 Type II ASTM C 150 Type V ASTM C 595 Type IP consisting of no less than 70 percent portland cement, ASTM C 595 Type IP(MS) consisting of no less than 70 percent portland cement, ASTM C 1157 Type GU, ASTM C 1157 Type MS ASTM C 1157 Type HS consisting of no less than 20 percent Class F fly ash by weight Cement shall be from a preapproved source listed on the Department's Approved Products List. The cement intended for use on the project shall have been tested and accepted prior to its use. Certified Test Reports showing that the cement meets the specification requirements and supporting this statement with actual test results shall be submitted to the Engineer prior to the tested material being incorporated into the project. The cement shall be subject to sampling and testing by the Department. Test results that do not meet the physical and chemical requirements may result in the suspension of the use of the cement until the corrections necessary have been taken to insure that the material meets the specifications. The Contractor shall provide suitable means for storing and protecting the cement against dampness. Cement which, for an reason, has become partially set or which contains lumps of caked cement shall not be used. Cement salvaged from discarded or used bags shall not be used. September 2, 2005 REVISION OF SECTIONS 614 AND 630 RETROREFLECTIVE SIGN SHEETING Sections 614 and 630 of the Standard Specifications are hereby revised for this project as follows: In subsection 614.04, first paragraph, delete the second sentence and replace with the following: Retroreflective sheeting shall be Type III as defined in the CDOT Retroreflective Sheeting Materials Guide. and shall conform to subsections 713.04 and 713.06 when applicable. In subsection 614.04, delete the second paragraph and replace with the following: Retroreflective sheeting for all signs requiring a yellow background shall be Type Fluorescent. In subsection 630.02, delete the third and fourth paragraphs, including Table 630-1, and replace with the following: Retroreflective sign sheeting types shall be as defined in the CDOT Retroreflective Sheeting Materials Guide. Retroreflective sheeting shall be one of the types specified for the particular application in Table 630-1. Retroreflective sheeting for all signs requiring an orange or yellow background shall be Type Fluorescent. Table 630-1 RETROREFLECTIVE SHEETING TYPES Sheeting Type III Tv a Fluorescent Application Work Zone Work Zone :AII:0rnngeCdnslmcnon: Signs6 Barricade.., (fem orarv) X -Vertical Panels . -X` Flaggers Stop/Slow Paddle X X a ,a ,; ` ..,,. .:(;. <�, X Non -orange Fixed Support signs N with prefix ""' X ':SPecial Waining'Sig s a ' M, . X .. •,, u a .' ;+'':_ STOP sign (R I - I ) YIELD sign (RI 2) WRONG WAY sign (R5-la) X DO NOT ENTER sign (R5- I ) EXIT sign (E5-1 a) �DETOURisignl(M4 9) or " ; "r All other fixed su ott Sims X X All other st nvl'6sed i' ' 3'oti°' o `«i•,r 4vorAtn.; hou?s". X';'d.j �II �, X"..°=t'•. 1 r'ii I Fluorescent Sheeting shall be of a brand that is on the CDOT Approved Products List. 2 Drum Sheeting shall be manufactured for flexible devices. 3 Fixed support signs are defined as all signs that must remain in use outside of working hours. Thev shall be mounted in accordance with Standard Plan S-630-I. 8. Base Bid Item # Item Unit Quantity Unit Cost Total 202-00000 Removal of Structures and Obstructions LS 1 202-00035 Removal of Concrete Pipe LF 99 202-00200 Removal of Sidewalk SY 135 202-00201 Removal of Curb LF 142 202-00210 Removal of Concrete Pavement SY 164 202-00220 Removal of Asphalt Mat SY 98 202-00250 Removal of Pavement Marking SF 381 202-01000 Removal of Fence LF 23 203-01500 Blading HR 8 208-00045 Concrete Washout Structure EACH 208-00050 Storm Dram Inlet Protection EACH 5 208-00070 Stabilized Construction Entrance EAC 1 210-01000 Reset Fence 236 210-01001 Modify Fence LF 3 210-01700 Reset Sprinkler Head EACH 3 210-01710 Reset Valve EACH 2 210-04010 Adjust Manhole EACH 1 212-00006 Seedin Native ACRE 0.2 212-NO32 Sod Gonddioning ACRE 0.2 213-00003 Mulching (Weed Free) ACRE 0 2 213-00061 Mulch Tackkfler LB 40 304-06000 Aggregate Base Course lass 6) TON 254 403-32821 Hot Ma Asphalt (GEONSG 100 PG 58-28 TON 38 403-33851 Hot Mix Asphalt radio S 100 PG 64-28 TON 38 412-01020 Concrete Pav ent (10 Inch) (Fast Track) SY 261 412-01001 Concrete P ement (10 Inch) (Colored) SY 18 603-01150 15 Inch enforced Concrete Pipe LF 55 603-05015 151 Reinforced Concrete End Section EACH 6 608-00006 9114crete Sidewalk 6 Inch SY 94 608-00010 Concrete Curb Ramp SY 29 609-21OW Curb and Gutter Type 0 (Seddon I-B) LF 111 609-21 20 Curb and Gutter Type ll (Seddon tl-B) LF 482 609-24002 Gutter Type it (2 Foot) LF 176 610-00030 Median Cover Material (Concrete) SF 1,354 626-00000 Mobilization LS 1 630-10005 Traffic Control LS 1 7/96 Section 00300 Page 2 April 12, 2007 N fi R 4 I 'I 'I W1'i q REVISION OF SECTION 627 PAVEMENT MARKING Section 627 of the Standard Specifications is hereby revised for this project as follows: Delete subsection 627.03(b) and replace with the following: (b) Roadways Closed to Traffic During Construction. Full -compliance final markings shall be in place prior to opening the roadway to traffic. Pavement markings on detour routes shall be full -compliance markings. Delete subsections 627.03(d) and 627.03(e) and replace with the following: (d) Temporary Pavement Markings. Temporary pavement markings and control points for the installation of those pavement markings for roadways that are being constructed under traffic shall be installed as follows: 1. When one roadway of a normally physically divided highway is closed, and a crossover is constructed, full -compliance pavement markings shall be placed along the tapers and through the median crossovers to the two-way traffic section. Pavement markings through the two-way traffic section shall be as shown on the plans. All temporary paved roadways shall have full -compliance center line, lane line, and edge line markings before they are open for traffic. Markings applied to a final surface shall not leave a scar that conflicts with permanent markings. 2. The following criteria apply to all construction on roadways open to traffic other than (d)1. above: Full -compliance center line, lane line, and edge line temporary markings shall be in place at the end of each work day. No -passing zone restrictions shall be identified by full -compliance no -passing zone markings. No - passing zone markings shall be in place daily. Temporary pavement stencils (SCHOOL, RR xing, etc) are not required unless specified in the plans. Temporary pavement markings shall be installed according to the manufacturer's recommendations in such a way that the markings adequately follow the desired alignment. 3. Control Points consisting of 4 inch by 1 foot marks at 40-foot intervals may be placed as guide markers for the installation of temporary or final pavement markings. Raised flexible pavement markers may be substituted for these marks. Control points shall not be used as a substitute for any required marking. April 12, 2007 2 REVISION OF SECTION 627 PAVEMENT MARKING (e) Pavement Marking for Seal Coats (Section 409). 1. Raised flexible pavement markers, suitable for use on seal coats, shall be installed as follows: No -passing zones shall be marked with two markers placed side -by -side at 40-foot intervals throughout the zone. Passing zones shall be marked with one marker at 40-foot centers. Closer spacing shall be used on curves, as deemed appropriate. Raised flexible pavement markers; installed on 40-foot centers, may also be used to mark lane lines through multi -lane roadway sections. Auxiliary lanes and shoulder lines may be marked with flexible markers on 80-foot centers or as appropriate. 2. Full -compliance final pavement markings shall be placed within one week of completion of the seal coat project. Subsection 627.13 shall include the following: Each authorized application of temporary pavement marking will be measured and paid for at the contract unit price for the type of material used. Control points and Contractor pavement marking plans will not be measured and paid for separately; but shall be included in the work. k' April 7. 2006 REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL Section 630 of the Standard Specifications is hereby revised for this project as follows: Subsection 630.10 shall include the following after the first paragraph: The Contractor's Superintendent and all others serving in a similar supervisory capacity shall have completed a CDOT-approved two-day Traffic Control Supervisor training as offered by the CCA. The one -day ATSSA Traffic Control Technician (TCT) training alone with the two-day ATSSA Traffic Control Supervisor training will serve as an alternate. If the alternate is chosen, the Contractor shall provide written evidence that at least an 80 percent score was achieved in both of the two training classes. The certifications of completion or certifications of achievement for all appropriate staff shall be submitted to the Engineer at the preconstruction conference. In subsection 630.15 delete the fifth paragraph and replace with the following: �t♦i P N H H I Na �� April 7. 2006 REVISION OF SECTION 630 METHOD OF HANDLING TRAFFIC Section 630 of the Standard Specifications is hereby revised for this project as follows: In subsection 630.09 (8). delete Table 630-2 and replace with the following: Table 630.2 VERTICAL CLEARANCES TO STRUCTURES Highway Railway Underpasses Underpasses Overhead Wires o :Local,Rural+Roads �' i Local Urban�Streets r Rural Collectors=d„� 44 Feet -23 Feet + t),r r s t, of �,',' 't, f -: i r' !�` T't •sr j. ,_. I ,..: „ try h v .t Pc r .1 trdh` riii:fl. Urban.Collect6rs Rural Arterial Urban Arterial 16 Feet' 23 Feet' 3 Freeways Vertical clearance to sign trusses and pedestrian overpasses shall be 17 feet. Measured from top of rail to bottom of highway Structure. All railway clearances are subject to the individual railroad's approval. 3 Communication and power lines of: 0 to 750 volts 18 Feet 750 to 22.000 volts 20 Feet 22.000 to 50.000 volts 22 Feet For volta=es over 50.000 volts, increase clearance'h inch for each 1000 volts. Al August 2, 2007 REVISION OF SECTION 630 NCHRP 350 REQUIREMENTS Section 630 of the Standard Specifications is hereby revised for this project as follows: In subsection 630,01, first paragraph, delete the second sentence. In subsection 630.08, delete the second paragraph and replace with the following: Work zone devices designated by FHWA as Category I, II, or III, shall meet NCHRP 350 requirements. Devices designated as Category IV, including but not limited to portable or trailer -mounted devices such as flashing arrow panels, temporary traffic signals, area lighting supports, and changeable message signs. are not required to meet NCHRP 350 requirements. Except for Category IV devices, the Contractor shall obtain and present to the Engineer the manufacturer's written NCHRP 350 certification for each work zone device before it is first used on the project. N W It J tine 7, 2007 REVISION OF SECTION 630 PAYMENT FOR CONSTRUCTION TRAFFIC CONTROL DEVICES Section 630 of the Standard Specifications is hereby revised for this project as follows: In subsection 630.15 delete the second paragraph and replace with the following: Construction traffic control devices, as determined by the project Traffic Control Plan (TCP), will be paid for as follows: 50 percent of the accepted amount upon firs( utilization, an additional 40 percent of the accepted amount when 75 percent of the original contract amount has been earned, and the final 10 percent when the project has been completed in accordance with subsection 105 20, exclusive of any maintenance periods. The percent of original contract amount earned will be determined by comparing the amount earned for bid items, other than traffic control devices and mobilization, with the original contract amount minus the amounts bid for traffic control devices and mobilization. LiL i August I. 2005 REVISION OF SECTION 630 PORTABLE SIGN STORAGE Section 630 of the Standard Specifications is hereby revised for this project as follows: In subsection 630.12. first paragraph. delete the fifth sentence and replace with the following: When storing portable signs or supports within the project they shall be removed beyond the clear zone and shall not be visible to traffic. All storage areas shall be approved. The minimum clear zone distance shall be 18 feet, measured from the edge of traveled way. If the signs cannot be stored at least IS feet from the traveled way. they shall be removed. Signs shall not he stored on the paved surface. R fi�1I III A K'I R KK1 H 1 H June 29, 2006 1 REVISION OF SECTION 702 BITUMINOUS MATERIALS Section 702 of the Standard Specifications is hereby deleted for this project and replaced with the following: 702.01 Asphalt Cements. (a) Superpave Performance Graded Binders. Superpave Performance Graded Binders shall conform to the requirements listed in Table 702-1. (Taken from AASHTO M 320) Asphalt cement shall not be acid modified or alkaline modified. Asphalt cement shall not contain any used oils that have not been rerefined. Modifiers that do not comply with environmental rules and regulations including 40 CFR Part 261.6(a) (3) (IV), and part 266/Subpart C shall not be added. Modifiers shall not be carcinogenic. The supplier of the PG binder shall be certified in accordance with CP 11. I June 29, 2006 2 REVISION OF SECTION 702 BITUMINOUS MATERIALS Table 702-1 SUPERPAVE PERFORMANCE GRADED BINDERS Requirement for PG Binder AASHTO Property Test No. 58-28 58-34 64-22 64-28 76-28 Original Binder Properties Flash Point Temp., `C,-minimum 230 230 :230 230 230 T 48 Viscosity at 135'C, Pa•s, 3 3 3 3 3 T 316 maximum Dynamic Shear, Temp. °C, where 58 58 64 64 76 T315 G*/Sin 5 @ 1'&rad/s>_ 1.00 kPa 50 T 51 Ductility, 4 `C (5 cm/min.), cm minimum - -.. 12.4 - CP-L.2210" Toughness, Joules (inch-lbs)(110) 8.5 - CP-L 2210 Tenacity, joules (inch-lbs) (75) Acid or Alkali Modification (pass -fail) Pass Pass Pass Pass Pass CP-L 2214 RTFO Residue Properties CP-L 2215 Mass Loss, percent maximum 1.00 1.00 1.00 1.00 1:00 CP-L 2215 Dynamic Shear, Temp. `C, where 58 58 64 64 76 T 315 G*/Sin b @ 10 rad/s >_ 2.20 kPa Elastic Recovery,,25 cC, percent - - - 50 T 301 min. 20 T 51 Ductility, 4 °C (5 cm/min.), cm minimum PAV Residue Properties, Aging R 28 Temperature 100 °C Dynamic Shear, Temp. °C, where 19 16 25 22 28 T 315 G*•Sin 6 @ 10 rad/s <_ 5000 kPa Creep Stiffness, @ 60 s, Test -18 -24 -12 -18 -18 T 315 Temperature in °C S, maximum,rMPa 300 300 300 300 300 T313 m-value, minimum 0.300 0.300 0.300 0.300 0.300 T 313 **Direct Tension, Temperature in -18 -24 -12 -18 -18 T.314 °C, @ 1 mm/min., where failure strain >_ 1.0 % **Direct tension measurements are required when needed to show conformance to AASHTO M 320. in HE June 29, 2006 3 REVISION OF SECTION 702 BITUMINOUS MATERIALS Acceptance Samples of the PG binder will be taken on the project in accordance with the Schedule in the Field Materials Manual. The Department will test for acid modification and alkaline modification during the binder certification process. Thereafter, the Department will randomly test for acid modification and alkaline modification. u (b) Dampproofing. Asphalt for damp proofing shall conform to the requirements of ASTM D 449, and the asphaltic primer shall conform to the requirements of ASTM D 41. 702.02 Liquid Asphaltic Materials. Liquid asphaltic materials shall conform to the requirements of AASHTO M 81, M 82, and ASTM D 2026 for the designated types and grades. 702.03 Emulsified Asphalts. Emulsified asphalts shall conform to AASHTO M 140 or M 208 for the designated types and grades. Emulsified asphalt and aggregate used for seal coats shall be sampled and will be tested for information only in accordance with CP-L 2213. When grade CSS-1 h or SS-1 h emulsified asphalt is used for tack coat, residue penetration test values shall be 40 to 120. W" Emulsified asphalt (HFMS-2S) with a residual penetration greater than 300 dmm shall conform to all properties listed in AASHTO M 140, Table 1 except that ductility shall be reported for information only. (a) Emulsion for Seal Coat. Polymerized emulsions for seal coat shall conform to the requirements listed in Table 702-2. Emulsion for seal coat shall be an emulsified blend of polymerized asphalt, water, and emulsifiers. The asphalt cement shall be polymerized prior to emulsification and shall contain at least 3 percent polymer by weight of asphalt cement. The emulsion standing undisturbed for a minimum of 24 hours shall show no white, milky separation but shall be smooth and homogeneous throughout. The emulsion shall be pumpable and suitable for application through a distributor. F r H 700-70010 F/A Minor Contract Revisions FA 1 700-70016 F/A Fuel Cost Adjustment FA 1 700-70021 F/A On -The -Job Trainee 0 700-70022 F/A OJT Colorado Tmmuugpm FA 1 700-703 I n Control FA 1 Total Cost Total Cost In Words: Dollars 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 sp Bid or change quantities at his sole discretion without affecting the IIE�� Agreement or prices of any item so long as the deletion or change does r� not exceed twenty-five percent (25%) of the total Agreement Price. 10. ACCEPTANCE. OF FUEL COST ADJUSTMENTS: Bidders have the option to accept Fuel Cost Adjustments in accordance a - with the Revision of Section 109 - Fuel Cost Adjustment. To accept this standard special provision, the bidder must fill in an "X" next -to -"YES"- - below. No Fuel Cost Adjustment will be made due to fuel cost changes for bidders who answer "NO". If neither line is marked, the Department will assume the bidder rejects Fuel Cost Adjustments for this project. After bids are submitted, bidders will not be given any other opportunity to accept or reject this adjustment. it (Mark only one line with an "X"): YES, I choose to accept Fuel Cost Adjustments for this project NO, i choose NOT to accept Fuel Cost Adjustments for this project (if neither line is marked, the default is "NO", I choose NOT to accept Fuel Cost Adjustments for this project a �. 7/96 Section 00300 Page 3 N June 29. 2006 n F 4 REVISION OF SECTION 702 BITUMINOUS MATERIALS Table 702-2 POLYMERIZED EMULSIONS FOR SEA]. COATS Property CRS-2P CMS-211 AASHTO Test HFRS-2P HFMS-2P No Tests on Emulsion: Viscosity, at 50 °C. Saybolf- min - 50 50 50 50 Furol, s max T 59 450 450 " 450 450 Storage stability, 24 hr, % max 1.0 1.0 1.0 1.0 T 59 Particle charge test Positive 'Positive T 59 ! ' Sieve test, % max 0,10 0.10 0.10 0.10 T 59 !Demulsibility'; %min 40 40 1T 59' _ ! Oil Distillate by volume, °% max or range 3.0 3.0 3.0 3.0 T-59 Residue by distillation/ evaporation, % min' 653 653 65' 653. CP L 221922 Tests on residue: Penetration, 25'°C, 100g,,5s,'min, dmm 70 70 70 70 T 49' Penetration, 25 °C, 100g, 5s, max, dmm 150 150 150 150 Ductility. 25 °C; 5 cm/min; cm, min 75 75 T 51 Solubility, in trichloroethylene% min 97.5 97.5 97.5 97.5 T 44 Elastic Recovery, 25 °C min 58 58 T 301 Float Test, 60 °C, s min 1200 1200 T 50 Toughness, in-lbs, min 70 70 CP-L2210 Tenacity, in-lbs, min 45 45 CP-L 2210 f successful application is achieved in the field, the Engineer may wave this requirement. 2 CP-L 2212 is a rapid evaporation test for determining percent residue of an emulsion and providing material for tests on residue. CP-L 2212 is for acceptance only. If the percent residue or any test on the residue fails to meet specifications, the tests will be repeated using the distillation test in conformance with AASHTO T-59 to determine acceptability. 3 For polymerized emulsions the distillation and evaporation tests will in be in conformance with AASHTO T-59 or CP-L 2212 respectively with modifications to include 205 ± 5 °C (400 ± 10 °F) maximum temperature to be held for 15 minutes. F June 29, 2006 5 REVISION OF SECTION 702 BITUMINOUS MATERIALS (b) Emulsion for Prime Coat. Emulsion for prime coat shall conform to the requirements of Table 702-3. Circulate before use if not used within 24 hours. Table 702-3 ASPHALT EMULSIONFOR PRIME COA71 AASHTO PropertN Requirement Test No. Viscosity Saybolt'Furol, at.50 °C (122,°F) s 20 150'= T 59 ;`? tResitlue 659/nun T �59 1. Oil Distillate by Volume, % 7% max. T59 Tests on Residue from Distillation: Solubility rn Tnchloroethylene11 , %' ' (c) Recycling Agent. Recycling Agent for Item 406, Cold Bituminous Pavement (Recycle), shall be either a high float emulsified asphalt (polymerized) or an emulsified recycling agent as follows: 1. High Float Emulsified Asphalt (Polymerized). High Float Emulsified Asphalt (Polymerized) for Cold Bituminous Pavement (Recycle) shall be an emulsified blend of polymer modified asphalt, water, and emulsifiers conforming to Table 702-4 for HFMS-2sP. The asphalt cement shall be polymerized prior to emulsification, and shall contain at least 3 percent polymer. The emulsion standing undisturbed for a minimum of 24 hours shall show no white, milky separation, and shall be smooth and homogeneous throughout. The emulsion shall be pumpable and suitable for application through a pressure distributor. June 29, 2006 A 6 REVISION OF SECTION 702 BITUMINOUS MATERIALS Table 702-4 HIGH FLOAT EMULSIFIED ASPHALT (POLYMERIZEDI (HEMS-201) Requirement AASHTO Property Test Minimum Maximum Tests on Emulsion: Viscosity;ISaybolUF.urol at 50 9C.(122 r `' '50„ I 450 ' `T 59 Storage Stability test, 24 hours, % 1 T 59 ; 'Sieve test:-/ � 010 a' � , T 69 , { ) % Residue' 65 T 59 ibil &BIlate'byvolim,e, % . 1 7 59 Tests on Residue: rati Peneton, 25 °C (7,7 °F) 100g, 5 sec - 150 3002 T 49 Float Test, 60 °C (140 °F), sec 1200 T 50 Is 46bil1ty11n TCE 44 I Elastic Recovery, 4 or- (39.2 °F), % 50 T 301 400 ± 10° F maximum temperature to be held for 15 minutes. 2When approved by the Engineer, Emulsified Asphalt (HFMS-2sP) with a residual penetration greater than 300 dmm may be used with Cold Bituminous Pavement (Recycle) to address problems with cool weather or extremely aged existing pavement. Emulsified Asphalt (HFMS-2sP) with a residual penetration greater than 300 dmm shall meet all properties listed in Table 702-4 except that Elastic Recovery shall be reported for information only. 2. Emulsified Recycling Agent. Emulsified Recycling Agent for use in Cold Bituminous Pavement (Recycle) shall conform to the requirements in Table 702-5. June 29, 2006 7 REVISION OF SECTION 702 BITUMINOUS MATERIALS Table 702-5 FMI11 NIFIFID RFCYCI.lNG AGENT Requirement Property Test Minimum Maximum Tests on Emulsion: Viscosity @ 25 °C, SFS 20 200 ASTM D 244 Pumping Stability Pass GB Method' ASTM D 244 2 Sieve Test, %w 0.1 Cement Mixing, %w 2.0 ASTM D 244 Particle Charge Positive ASTM D 244 Conc. Of Oil Phase 64 ASTM D 2443 Tests on Residue: Viscosity @ 60 °C , CST 2000 4000 ASTM D 2170 Flash Point, COC, °C (° F) 232 ASTM D 92 Maltenes Dist. PC+A, ASTM Ratio S+AZ 0:3 0.6 D'2006 ASTM PC/S Ratio 0.4 D 2006 ASTM Asphaltenes, % max. 11.0 DD 2006 Pumping stability is determined by charging 450 ml of emulsion into a one liter beaker and circulating the emulsion through a gear pump (Roper 29.622621) having a 6.3 mm (114 inch) inlet and outlet. The emulsion passes if there is no significant separation after circulating ten minutes. TTest procedure identical with ASTM D 244 except that distilled water shall be used in place of 2 percent sodium oleate solution. 'ASTM D 244 Evaporation Test for percent of residue is modified by heating 50 gram sample to 149 C (300 °F) until foaming ceases, then cooling immediately and calculating results. °In the Maltenes Distribution Ratio Test by ASTM Method D 2006. PC = Polar Compounds S = Saturates A, = First Acidaffin A2 = Second Acidaffins I June 29, 2006 8 REVISION OF SECTION 702 eBITUMINOUS MATERIALS O 5 N N ql 702.04 Asphalt Rejuvenating Agents. Asphalt rejuvenating agents (ARA) shall be composed of a petroleum resin -oil base uniformly emulsified with water and shall conform to the physical and chemical requirements of Table 702-6 or ASTM D 4552. Table 702-6 ARPHAI.TRF117VFNAT1Nr AC-UNT Property Test Method Requirement Viscosity, S.F., @ 25 °C (77 °F). s ASTM D 244 20-40 'Residue %min._ I ASTM"D 244. ,1. 60 65 ,. _ _' Miscibility Test �� ASTM D 244 No coagulation Ste"v"e'Test. % max' �� !ASTM D 244 i' 0 J d,' <' _ Particle Charge Test . . _, I ASTM D 244 r. Positive ASTM D244 (Mod) t r• Viscosity, 60 °C (140 OF). mm`/s ASTM D 445 100 - 200 Flash'Point,-COC °C Amin' I ASTM'D 92 196 °:' AsphaItenes,I % max. ASTM 1.0 D2006 °Maltenes Dist'; PC+A, „ ASTiM 0.3 0 6 'Ratio ., ",; S+Az D 2006 Saturated Hydrocarbons. % ASTM 21-28 D 2006 ASTM D244 ModifiedEvaporation Test for percent of -residue is made by'.heating 50-gram sample to 149 °C,(300 °F) until foaming ceases, then cooking immediately and calculating results z Test procedure identical with ASTM D244 except that 0.02 Normal" ' Calcium Chloride solution shall be used in place,of distilled water. a Test procedure identical with ASTM D244 except that distilled water shall:be used'in place o '2%sodium oleate solution. " In the Maltenes Distribution Ratio Test by ASTM Method D4124 IPC - PolariCompounds S = Saturates A, First Acidaffin Az - Second Acidaffins For hot -in -place recycling ARA-1 P is an acceptable alternative to ARA. ARA-1 P shall meet the requirements below: Emulsified Polymer Modified Asphalt Rejuvenating Agent (ARA-1 P) for use in hot -in -place recycling of bituminous pavements shall be modified with a minimum of 1.5 percent styrene-butadiene solution polymer. The finished product shall conform to the physical requirements listed in Table 702-7 below. June 29, 2006 9 REVISION OF SECTION 702 BITUMINOUS MATERIALS Table 702-7 ARA-1P Property Test Method Min Max Test on Emulsion Viscosity, Saybolt-Furol @ ,7.7 °F,,s ASTM D 244 100 Residue @ 350 °F, % ASTM D 244 Mod 60 Sieve Test, % ASTM.D 244 0.10 Oil distillate. % ASTM D 244 2.0 Test on Residue Penetration @ 39.2 4F, 100g, 5s, dmm ASTWD=S'Modified 150 250 Asphaltenes, % ASTM D 4124 15 702.05 (unused) 702.06 Hot Poured Joint and Crack Sealant. Hot poured material for filling joints and cracks shall conform to the requirements of ASTM D 6690, Type I or II. ASTM D 1985 mortar blocks shall be used for concrete bond test. ASTM D 6690 material shall pass asphalt compatibility test, Section 9, ASTM D 5329. Sealant material shall be supplied preblended. prereacted, and prepackaged. If supplied in solid form the sealant material shall be cast in a plastic or other dissolvable liner having the capability of becoming part of the crack sealing liquid. The sealant shall be delivered in the manufacturer's original sealed container. Each container shall be legibly marked with the manufacturer's name, the trade name of the sealer, the manufacturer's batch or lot number, the application temperature range, the recommended application temperature, and the safe heating temperature. The sealant shall be submitted to the Department for testing and be approved prior to use August 1, 2005 U i4 r HI H H 0� 7 I 1 AFFIRMATIVE ACTION REQUIREMENTS EQUAL EMPLOYMENT OPPORTUNITY A. AFFIRMATIVE ACTION REQUIREMENTS Notice of Requirement for Affirmative Action to Ensure Equal Employment Opportunity (Executive Order 11246) 1. The Bidder's attention is called to the "Equal Opportunity Clause" and the "Standard Federal Equal Employment Opportunity Construction Contract Specifications" set forth herein. 2. The goals and timetables for minority and female participation, expressed in percentage terms for the Contractor's aggregate workforce in each trade on all construction work in the covered area are as follows: Goals and Timetable for Minoritv Utilization Timetable - Until Further Notice Economic Standard Metropolitan Counties Goal Area Statistical Area (SMSA) Involved 157 2080 Denver -Boulder Adams, Arapahoe. Boulder. Denver, (Denver) Douglas, Gilpin, Jefferson ................... 13.8% 2670 Fort Collins Larimer................................................ 6.9 % 3060 Greeley Weld .................................................... 13.1°% Non SMSA Counties Cheyenne, Clear Creek, Elbert, Grand, Kit Carson, Logan, Morgan, Park, Phillips; Sedgwick, Summit, Washington & Yuma ............................ 12.8% 158 1720 Colorado Springs El Paso, Teller ..................................... 10.9% (Colo. Slogs. - 6560 Pueblo Pueblo ................................................. 27.5% Pueblo) Non SMSA Counties Alamosa, Baca, Beni, Chaffee, Conejos, Costilla, Crowley, Custer, Fremont. Huerfano, Kiowa, Lake, Las Animas, Lincoln, Mineral, Otero, Prowers. Rio Grande, Sa uache........ 19.0% 159 Non SMSA Archuleta, Delta, Dolores, Eagle, (Grand Junction) Garfield, Gunnison, Hinsdale, La Plata, Mesa, Moffat, Montezuma, Montrose, Ouray, Pitkin, Rio Blanco. Routt. San Juan. San Miguel 10.2% 156 (Cheyenne - Non SMSA Jackson County, Colorado .................. 7.5% Casper WY) G OALS AND TIMETABLES FOR FEMALE UTILIZATION Until Further Notice........................... ........ .......................... .............. ..................... ...................... 6.9% -- Statewide E August 1, 2005 ~ 2 AFFIRMATIVE ACTION REQUIREMENTS EQUAL EMPLOYMENT OPPORTUNITY r- These goals are applicable to all the Contractor's construction work (whether or not it is Federal or ' federally assisted) performed in the covered area. If the Contractor performs construction work in a geographical area located outside of the covered area, it shall apply the goals established for such geographical area where the work is actually performed. With regard to this second area, the Contractor a also is subject to the goals for both its federally involved and non -federally involved construction. The Contractor's compliance with the Executive Order and the regulations in 41 CFR Part 60-4 shall be based on its implementation of the Equal Opportunity Clause specific affirmative action obligations required by the specifications set forth in 41 CFR 60-4.3(a), and its efforts meet the goals established for the geographical area where the contract resulting form this solicitation is to be performed. The hours of �? minority and female employment and training must be substantially uniform throughout the length of the _ contract, and in each trade. and the Contractor shall make a good faith effort to employ minorities and women evenly on each of its projects. The transfer of minority or female employees or trainees from Contractor to Contractor or from project to project for the sole purpose of meeting the Contractor's goals shall be a violation of the contract, the Executive Order and the regulations in 41 CFR Par 60-4. Compliance with the goals will be measured against the total work hours performed. The Contractor shall provide written notification to the Director of the Office of Federal Contract Compliance Programs within 10 working days of award of any construction subcontract in excess ^ of $10,000 at any tier for construction work under the contract resulting from this solicitation. The notification shall list the name, address and telephone number of the subcontractor; employer identification number; estimated dollar amount of the subcontract; estimated starting and completion dates of the subcontract; and the geographical area in which the contract is to be performed. 4. As used in this specification, and in the contract resulting from this solicitation, the "covered area" is the county or counties shown on the Invitation for Bids and on the plans. In cases where the work is in two or more counties covered by differing percentage goals, the highest percentage will govern. U August 1, 2005 3 AFFIRMATIVE ACTION REQUIREMENTS EQUAL EMPLOYMENT OPPORTUNITY B. STANDARD FEDERAL EQUAL EMPLOYMENT OPPORTUNITY CONSTRUCTION CONTRACT SPECIFICATIONS Standard Federal Equal Employment Opportunity Construction Contract Specifications (Executive Order 11246) 1. As used in these Specifications: a. "Covered area" means the geographical area described in the solicitation from which this contract resulted; b. "Director" means Director, Office of Federal Contract Compliance Programs, United States Department of Labor, or any person to whom the Director delegates authority, c. "Employer identification number" means the Federal Social Security number used on the Employer's Quarterly Federal Tax Return, U.S. Treasury Department Form 941. d. "Minority" includes; (i) Black (all persons having origins in any of the Black African racial groups not of Hispanic origin); (ii) Hispanic (all persons of Mexican, Puerto Rican, Cuban, Central or South American or other Spanish Culture or origin, regardless of race); (iii) Asian and Pacific Islander (all persons having origins in any of the original peoples of the Far East, Southeast Asia, the Indian Subcontinent, or the Pacific Islands); and (iv) American Indian or Alaskan Native (all persons having origins in any of the original peoples of North America and maintaining identifiable tribal affiliations through membership and participation or community identification). 2. Whenever the Contractor, or any Subcontractor at any tier, subcontracts a portion of the work involving any construction trade, it shall physically include in each subcontract in excess of $10,000 the provisions of these specifications and the Notice which contains the applicable goals for minority and female participation and which is set forth in the solicitations from which this contract resulted. 3. If the Contractor is participating (pursuant to 41 CFR 60-4.5) in a Hometown Plan approved by the U.S. Department of Labor in the covered area either individually or through an association, its affirmative action obligations on all work in the Plan area (including goals and timetables) shall be in accordance with that Plan for those trades which have unions participating in the Plan. Contractors must be able to demonstrate their participation in and compliance with the provisions of any such Hometown Plan. Each Contractor or Subcontractor participating in an approved Plan is individually required to comply with its obligations under the EEO clause, and to make a good faith effort to achieve each goal under the Plan in each trade in which it has employees. The overall good faith performance by other Contractors or Subcontractor toward a goal in an approved Plan does not excuse any covered Contractors or Subcontractor's failure to take good faith efforts to achieve the Plan goals and timetables. 4. The Contractor shall implement the specific affirmative action standards provided in paragraphs 7a through p of these specifications. The goals set forth in the solicitation from which this contract resulted are expressed as percentages of the total hours of employment and training of minority and female utilization the Contractor should reasonably be able to achieve in each construction trade in which it has employees in the covered area. Covered Construction contractors performing construction work in geographical areas where they do not have a Federal or federally assisted construction contract shall apply the minority and female goals established for the geographical area where the work is being performed. Goals are published periodically in the Federal Register in notice form, and such notices may be obtained from any office of Federal Contract Compliance Programs Office or from Federal procurement contracting officers. The Contractor is expected to make substantially uniform progress in meeting its goals in each craft during the period specified. R M August1,2005 4 AFFIRMATIVE ACTION REQUIREMENTS EQUAL EMPLOYMENT OPPORTUNITY 5. Neither the provisions of any collective bargaining agreement, nor the failure by a union with whom the Contractor has a collective bargaining agreement, to refer either minorities or women shall excuse the Contractor's obligations under these specifications, Executive Order 11246, or the regulations promulgated pursuant thereto. 6. In order for the nonworking training hours of apprentices and trainees to be counted in meeting the goals, such apprentices and trainees must be employed by the Contractor during the training period, and the Contractor must have made a commitment to employ the apprentices and trainees at the completion of their training, subject to the availability of employment opportunities. Trainees must be trained pursuant to �1 training programs approved by the U.S. Department of Labor. The Contractor shall take specific affirmative actions to ensure equal employment opportunity. The evaluation of the Contractor's compliance with these specifications shall be based upon its effort to �. achieve maximum results from its actions. The Contractor shall document these efforts fully, and shall implement affirmative action steps at least as extensive as the following, a. Ensure and maintain a working environment free of harassment, intimidation , and coercion at all sites, and In all facilities at which the Contractor's employees are assigned to work. The Contractor, where possible, will assign two or more women to each construction project. The Contractor shall specifically ensure that all foremen, superintendents, and other on -site supervisory personnel are aware of and carry out the Contractor's obligation to maintain such a working environment, with J specific attention to minority or female individuals working at such sites or in such facilities. b. Establish and maintain a current list of minority and female recruitment sources, provide written u notification to minority and female recruitment sources and to community organizations when the Contractor or its union have employment opportunities available, and maintain a record of the organization's responses. c. Maintain a current file of the names, addresses and telephone numbers of each minority and female off -the -street applicant and minority or female referral from a union, a recruitment source of -' community organization and of what action was taken with respect to each individual. If such individual was sent to the union hiring hall for referral and was not referred back to the Contractor by the union or, if referred, not employed by the Contractor, this shall be documented in the file with the reason therefor, along with whatever additional actions the Contractor may have taken. d. Provide immediate written notification to the Director when the union with which the Contractor has a collective bargaining agreement has not referred to the Contractor a minority person or woman sent — by the Contractor, or when he Contractor has other information that the union referral process has impeded the Contractor's efforts to meet its obligations. S� e. Develop on-the-job training opportunities and/or participate in training programs for the area which expressly include minorities and women, including upgrading programs and apprenticeship and trainee programs relevant to the Contractor's employment needs, especially those programs funded or approved by the Department of Labor. The Contractor shall provide notice of these programs to the sources compiled under 7b above. f. Disseminate the Contractor's EEO policy by providing notice of the policy to unions and training \.t programs and requesting their cooperation in assisting the Contractor in meeting its EEO obligations; by including it in any policy manual and collective bargaining agreement, by publicizing it in the company newspaper, annual report, etc., by specific review of the policy with all management personnel and with all minority and female employees at least once a year, and by posting the Contractor's EEO policy on bulletin boards accessible to all employees at each location where construction work is performed. RESPECTFULLY SUBMITTED: N t L Cot-v- ---T- 1 nx- DSfl P�Io C\VtL CONTRACTOR / BY: �� Date V p Title License Number (If Applicable) (§pay!�- if Bid is by corporation) EggF$ 1'2r adrt/ss e Telephone e� MNeO -' Email Cao 7/96 Section 00300 Page 4 August 1, 2005 5 AFFIRMATIVE ACTION REQUIREMENTS EQUAL EMPLOYMENT OPPORTUNITY a g. Review, at least annually, the Contractor's EEO policy and affirmative action obligations under these specifications with all employees having any responsibility for hiring, assignment, layoff, termination or other employment decisions including specific review of these items with onsite supervisory personnel such as Superintendents, General Foreman, etc., prior to the initiation of construction work at any job site. A written record shall be made and maintained identifying the time and place of these meetings, persons attending, subject matter discussed, and disposition of the subject matter. h. Disseminate the Contractor's EEO policy externally by including it in any advertising in the news media, specifically including minority and female news media, and providing written notification to and discussing the Contractors and Subcontractors with whom the Contractor does or anticipates doing business. i. Direct its recruitment efforts, both oral and written, to minority, female and community organizations, to schools with minority and female students and to minority and female recruitment and training organizations serving the Contractor's recruitment area and employment needs. Not later than one month prior to the date for the acceptance of applications for apprenticeship or other training by any recruitment source. the Contractor shall send written notification to organizations such as the above, describing the openings, screening procedures, and tests to be used in the selection process. j. Encourage present minority and female employees to recruit other minority persons and women and, where reasonable, provide after school, summer and vacation employment to minority and female youth both on the site and in other areas of a Contractor's workforce. k. Validate all tests and other selection requirements where there is an obligation to do so under 41 CFR Part 60-3. I. Conduct, at least annually, an inventory and evaluation at least of all minority and female personnel for promotional opportunities and encourage these employees to seek or to prepare for, through appropriate training, etc. such opportunities. m. Ensure that seniority practices, job classifications, work assignments and other personnel practices, do not have a discriminatory effect by continually monitoring all personnel and employment related activities to ensure that the EEO policy and the Contractor's obligations under these specifications are being carried out. n. Ensure that all facilities and Contractor's activities are nonsegregated except that separate or single - user toilet and necessary changing facilities shall be provided to assure privacy between the sexes. o. Document and maintain a record of all solicitations of offers for subcontracts from minority and female construction contractors and suppliers, including circulation of solicitations to minority and female contractor associations and other business associations. p. Conduct a review, at least annually, of all supervisor's adherence to and performance under the Contractor's EEO policies and affirmative action obligation. F VI August 1, 2005 6 _ AFFIRMATIVE ACTION REQUIREMENTS EQUAL EMPLOYMENT OPPORTUNITY 8. Contractors are encouraged to participate in voluntary associations which assist in fulfilling one or more of their affirmative action obligations (7a through p). The efforts of a contractor association, joint contractor - union contractor -community, or other similar group of which the Contractor is a member and participant, may be asserted as fulfilling any one or more of its obligations under 7a through p of these specifications provided that the Contractor actively participates in the group, makes every effort to assure that the group has a positive impact on the employment of minorities and women in the industry, ensures that the concrete benefits of the program are reflected in the Contractor's minority and female workforce participation, makes a good faith effort to meet its individual goal and timetables, and can provide access to documentation which demonstrates the effectiveness of actions taken on behalf of the Contractor. The obligation to comply, however, is the Contractor's and failure of such a group to fulfill an obligation shall not be a defense for the Contractor's noncompliance. A single goat for minorities and a separate single goal for women have been established. The Contractor, however, is required to provide equal employment opportunity and to take affirmative action for all minority groups, both male and female, and all women, both minority and non -minority. Consequently, the Contractor may be in violation of the Executive Order if a particular group is employed in a substantially disparate manner (for example, even thought the Contractor has achieved its goals for women generally, the Contractor may be in violation of the Executive Order if a specific minority group of women is underutilized). 10. The Contractor shall not use the goals and timetables or affirmative action standards to discriminate ` against any person because of race, color, religion, sex, or national origin. 11. The Contractor shall not enter into any Subcontract with any person or firm debarred from Government contracts pursuant to Executive Order 11246. a-- 12. The Contractor shall carry out such sanctions and penalties for violation of these specifications and of the Equal Opportunity Clause, including suspension, termination and cancellation of existing subcontracts as �- may be imposed or ordered pursuant to Executive Order 11246, as amended, and its implementing regulations, by the Office of Federal Contract Compliance Programs. Any Contractor who fails to carry out (� such sanctions and penalties shall be in violation of these specifications and Executive Order 11246, as amended. J 13 The Contractor in fulfilling its obligations under these specifications, shall implement specific affirmative action steps, at least as extensive as those standards prescribed in paragraph 7 of these specifications, so as to achieve maximum results from its efforts to ensure equal employment opportunity. If the Contractor fails to comply with the requirements of the Executive Order, the implementing regulations, or these specifications, the Director shall proceed in accordance with 41 CFR 60-4.8. r1 14. The Contractor shall designate a responsible official to monitor all employment related activity to ensure that the company EEO policy is being carried out. to submit reports relating to the provisions hereof as !^ may be required by the Government and to keep records. Records shall at least include for each employee the name, address, telephone numbers, construction trade, union affiliation if any, employee " identification number when assigned, social security number, race: sex, status (e.g.. mechanic, apprentice, trainee, helper, or laborer), dates of changes in status, hours worked per week in the indicated trade, rate of pay: and locations at which the work was performed. Records shall be maintained in an easily understandable and retrievable form, however, to the degree that existing records satisfy this requirement, contractors shall not be required to maintain separate records. 15. Nothing herein provided shall be construed as a limitation upon the application of other laws which establish different standards of compliance or upon application of requirements for the hiring of local or other area residents (e.g., those under the Public Works Employment Act of 1977 and the Community — Development Block Grant Program). M August 1, 2005 F 7 AFFIRMATIVE ACTION REQUIREMENTS EQUAL EMPLOYMENT OPPORTUNITY C. SPECIFIC EQUAL EMPLOYMENT OPPORTUNITY RESPONSIBILITIES. 1. General. a. Equal employment opportunity requirements not to discriminate and to take affirmative action to assure equal employment opportunity as required by Executive Order 11246 and Executive Order 11375 are set forth in Required Contract. Provisions (Form FHWA 1273 or 1316, as appropriate) and these Special Provisions which are imposed pursuant to Section 140 of Title 23, U.S.C., as established by Section 22 of the Federal -Aid highway Act of 1968. The requirements set forth in these Special Provisions shall constitute the specific affirmative action requirements for project activities under this contract and supplement the equal employment opportunity requirements set forth in the Required Contract provisions. b. The Contractor will work with the State highway agencies and the Federal Government in carrying out equal employment opportunity obligations and in their review of his/her activities under the contract. c. The Contractor and all his/her subcontractors holding subcontracts not including material suppliers, of $10,000 or more, will comply with the following minimum specific requirement activities of equal employment opportunity: (The equal employment opportunity requirements of Executive Order 11246. as set forth in Volume 6, Chapter 4, Section 1, Subsection 1 of the Federal -Aid Highway Program Manual, are applicable to material suppliers as well as contractors and subcontractors.) The Contractor will include these requirements in every subcontract of $10,000 or more with such modification of language as is necessary to make them binding on the subcontractor. 2. Equal Employment Opportunity Policy. The Contractor will accept as his operating policy the following statement which is designed to further the provision of equal employment opportunity to all persons without regard to their race, color, religion, sex, or national origin, and to promote the full realization of equai employment opportunity through a positive continuing program; It is the policy of this Company to assure that applicants are employed, and that employees are treated during employment, without regard to their race, religion, sex, color, or national origin. Such action shall include; 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, preapprenticeship, and/or on-the-job training. 3. Equal Employment Opportunity Officer. The Contractor will designate and make known to the State highway agency contracting officers and equal employment opportunity officer (herein after referred to as the EEO Officer) who will have the responsibility for an must be capable of effectively administering and promoting an active contractor program of equal employment opportunity and who must be assigned adequate authority and responsibility to do so. 4. Dissemination of Policy. a. All members of the Contractor's staff who are authorized to hire, supervise, promote, and discharge employees, or who recommend such action, or who are substantially involved in such action, will be made fully cognizant of. and will implement, the Contractor's equal employment opportunity policy and contractual responsibilities to provide equal employment opportunity in each grade and classification of employment. To ensure that the above agreement will be met, the following actions will be taken as a minimum; (1) Periodic meetings of supervisory and personnel office employees will be conducted before the start of work and then not less often than once every six months, at which time the Contractor's equal employment opportunity policy and its implementation will be reviewed and explained. The meetings will be conducted by the EEO Officer or other knowledgeable company official. I August 1, 2005 8 AFFIRMATIVE ACTION REQUIREMENTS EQUAL EMPLOYMENT OPPORTUNITY (2) All new supervisory or personnel office employees will be given a thorough indoctrination by the EEO Officer or other knowledgeable company official, covering all major aspects of the Contractor's equal employment opportunity obligations within thirty days following their reporting for duty with the Contractor. (3) All personnel who are engaged in direct recruitment for the project will be instructed by the EEO Officer or appropriate company official in the Contractor's procedures for locating and hiring minority group employees. b. In order to make the Contractor's equal employment opportunity policy known to all employees, prospective employees and potential sources of employees, i.e., schools, employment agencies, labor unions (where appropriate), college placement officers, etc., the Contractor will take the following actions: (1) Notices and posters setting forth the Contractor's equal employment opportunity policy will be placed in areas readily accessible to employees, applicants for employment and potential employees. (2) The Contractor's equal employment opportunity policy and the procedures to implement such policy will be brought to the attention of employees by means of meetings, employee handbooks, or other appropriate means. 5. Recruitment. a. When advertising for employees, the Contractor will include in all advertisements for employees the notation; "An Equal Opportunity Employer." All such advertisements will be published in newspapers or other publications having a large circulation among minority groups in the area from which the project work force would normally be derived. b. The Contractor will, unless precluded by a valid bargaining agreement, conduct systematic and direct recruitment through public and private employee referral sources likely to yield qualified minority group applicants, including, but not limited to, State employment agencies, schools, colleges and minority group organizations. To meet this requirement, the Contractor will, through his EEO Officer, identify sources of potential minority group employees, and establish with such identified sources procedures whereby minority group applicants may be referred to the Contractor for employment consideration. In the event the Contractor has a valid bargaining agreement providing for exclusive hiring hall referrals, he is expected to observe the provisions of that agreement to the extent that the system permits the Contractor's compliance with equal employment opportunity contract provisions. (The U.S. Department of Labor has held that where implementation of such agreements have the effect of discriminating against minorities or women, or obligates the Contractor to do the same, such implementation violates Executive Order 11246, as amended.) c. The Contractor will encourage his present employees to refer minority group applicants for employment by posting appropriate notices or bulletins in areas accessible to all such employees. In addition, information and procedures with regard to referring minority group applicants will be discussed with employees. '6. Personnel Actions. Wages, working conditions, and employee benefits shall be established and administered, and personnel actions of every type, including hiring, upgrading, promotion, transfer, demotion, layoff, and termination, shall be taken without regard to race, color, religion, sex, or national origin. The following procedures shall be followed; a. The Contractor will conduct periodic inspections of project sites to insure that working conditions and employee facilities do not indicate discriminatory treatment of project site personnel. C� August 1, 2005 9 AFFIRMATIVE ACTION REQUIREMENTS EQUAL EMPLOYMENT OPPORTUNITY �! b. The Contractor will periodically evaluate the spread of wages paid within each classification to i determine any evidence of discriminatory wage practices. c. The Contractor will periodically review selected personnel actions in depth to determine whether there is evidence of discrimination. Where evidence is found. the Contractor will promptly take corrective action. If the review indicates that the discrimination may extend beyond the actions reviewed, such corrective action shall include all affected persons. d. The Contract will promptly investigate all complaints of alleged discrimination made to the Contractor in connection with his obligations under this contract, will attempt to resolve such complaints, and will take appropriate corrective action within a reasonable time. If the investigation indicates that the discrimination may affect persons other than the complainant, such corrective action shall include such other persons. Upon completion of each investigation, the Contractor will inform every complainant of all of his avenues of appeal. 7. Training and Promotion. a. The Contractor will assist in locating, qualifying, and increasing the skills of minority group and women employees, and applicants for employment. b. Consistent with the Contractor's work force requirements and as permissible under Federal and State regulations, the Contractor shall make full use of training programs, i.e., apprenticeship, and on-the-job training programs for the geographical area of contract performance. Where feasible, 25 percent of apprentices or trainees in each occupation shall be in their first year of apprenticeship or training. c. The Contractor will advise employees and applicants for employment of available training programs and entrance requirements for each. d. The Contractor will periodically review the training and promotion potential of minority group and women employees and will encourage eligible employees to apply for such training and promotion. 8. Unions. If the Contractor relies in whole or in part upon unions as a source of employees, the Contractor will use his/her best efforts to obtain the cooperation of such unions to increase opportunities for minority groups and women with the unions, and to effect referrals by such unions of minority and female employees. Actions by the Contractor either directly or thorough a contractor's association acting as agent will include the procedures set forth below: a. The Contractor will use best efforts to develop, in cooperation with the unions. joint training programs aimed toward qualifying more minority group members and women for membership in the unions and increasing the skills of minority group employees and women so that they may qualify for higher paying employment. b. The Contractor will use best efforts to incorporate an equal employment opportunity clause into each union agreement to the end that such union will be contractually bound to refer applicants without regard to their race, color, religion, sex, or national origin. c. The Contractor is to obtain information as to the referral practices and policies of the labor union except that to the extent such information is within the exclusive possession of the labor union and such labor union refuses to furnish such information to the Contractor, the Contractor shall so certify to the State highway department and shall set forth what efforts have been made to obtain such information. August 1, 2005 10 AFFIRMATIVE ACTION REQUIREMENTS EQUAL EMPLOYMENT OPPORTUNITY d. In the event the union is unable to provide the Contractor with a reasonable flow of minority and women referrals within he time limit set forth in the collective bargaining agreement, the Contractor will, through independent recruitment efforts, fill the employment vacancies without regard to race, color, religion , sex or national origin: making full efforts to obtain qualified and/or qualifiable minority group persons and women. (The U.S. Department of Labor has held that it shall be no excuse that the union with which the Contractor has a collective bargaining agreement providing for exclusive referral failed to refer minority employees.) In the event the union referral practice prevents the Contractor from meeting the obligations pursuant to Executive Order 11246. as amended, and these special provisions, such Contractor shall immediately notify the State highway agency. 9. Subcontracting. a. The Contractor will use his best efforts to solicit bids from and to utilize minority group subcontractors or subcontractors with meaningful minority group and female representation among their employees. Contractors shall obtain lists of minority -owned construction firms from State highway agency personnel. b. The Contractor will use his best efforts to ensure subcontractor compliance with their equal employment opportunity obligations. 10. Records and Reports. a. The Contractor will keep such records as are necessary to determine compliance with the Contractor's equal employment opportunity obligations. The records kept by the Contractor will be designed to indicate: (1) The number of minority and nonminority group members and women employed in each work classification on the project. (2) The Progress and efforts being made in cooperation with unions to increase employment opportunities for minorities and women (applicable only to contractors who rely in whole or in part on unions as a source of their work force). (3) The progress and efforts being made in locating, hiring, training; qualifying, and upgrading minority and female employees, and (4) The progress and efforts being made in securing the services of minority group subcontractors or subcontractors with meaningful minority and female representation among their employees. b. All such records must be retained for a period of three years following completion of the contract work and shall be available at reasonable times and places for inspection by authorized representatives of the State highway agency and the Federal Highway Administration. c. The Contractors will submit an annual report to the State highway agency each July for the duration of the project, indicating the number of minority, women, and non -minority group employees currently engaged in each work classification required by the contract work. This information is to be reported on Form PR 1391. December 8, 2005 1 DISADVANTAGED BUSINESS ENTERPRISE DEFINITIONS AND REQUIREMENTS (a) Definitions and Procedures For this project, the following terms are defined: 1. Disadvantaged Business Enterprise (DBE). A small business concern that is certified as being: A. At least 51 percent owned by one or more socially and economically disadvantaged individuals or. in the case of any publicly owned business, at least 51 percent of the stock of which is owned by one or more socially and economically disadvantaged individuals; and B. Whose management and daily business operations are controlled by one or more of the socially and economically disadvantaged individuals who own it. C. Socially and economically disadvantaged individual means any individual who is a citizen (or lawfully admitted permanent resident) of the United States and who is: (1) Any individual whom the Colorado Department of Transportation Office of Certification or the City and County of Denver Division of Small Business Opportunity (DSBO) finds to be a socially and economically disadvantaged individual. (2) Any individual in the following groups, members of which are rebuttably presumed to be socially and economically disadvantaged: a. 'Black Americans," which includes persons having origins in any of the Black racial groups of Africa; b. "Hispanic Americans." which includes persons of Mexican, Puerto Rican, Cuban, Dominican, Central or South American, or other Spanish or Portuguese culture or origin, regardless of race; c. "Native Americans," which includes persons who are American Indians, Eskimos, Aleuts, or Native Hawaiians, d. "Asian -Pacific Americans," which includes persons whose origins are from Japan, China, [� Taiwan, Korea, Burma (Myanmar), Vietnam, Laos, Cambodia (Kampuchea). Thailand, Malaysia, Indonesia, the Philippines, Brunei, Samoa, Guam, the U.S. Trust Territories of the Pacific Islands (Republic of Palau), the Commonwealth of the Northern Marianas Islands, Macao, Fiji, Tonga, Kirbati, Juvalu, Nauru, Federated States of Micronesia, or Hong Kong; e. "Subcontinent Asian Americans," which includes persons whose origins are from India, Pakistan, Bangladesh, Bhutan, the Maldives Islands, Nepal or Sri Lanka, f. "Women", which means females of any ethnicity; g. "Other," which means any additional groups whose members are designated as socially and economically disadvantaged by the Small Business Administration (SBA), at such time as the SBA designation becomes effective and/or individuals who have been determined to be socially and economically disadvantaged based on the criteria for social and economic disadvantage. 2. Underutilized DBE (UDBE). A firm which meets the definition of DBE above and is eligible to meet the contract goal as defined in the project special provision titled "Contract Goal." 3. DBE Joint Venture. Joint venture means an association of a DBE firm and one or more other firms to carry out a single, for -profit business enterprise, for which the parties combine their property, capital, efforts, skills and knowledge, and in which the DBE is responsible for a distinct, clearly defined portion of the work of the contract and whose share in the capital contribution, control, management, risks, and profits of the joint venture are commensurate with its ownership interest. nk w December 8, 2005 2 DISADVANTAGED BUSINESS ENTERPRISE " DEFINITIONS AND REQUIREMENTS A DBE joint venture must be certified as a joint venture by the Business Programs Office at CDOT. A. For those projects set -aside for bidding by UDBEs only; all of the partners in a joint venture must be UDBEs and certification of the joint venture will not be required. B. For all projects other than the set -aside projects discussed in A. above, one of the partners in a joint _ venture must be a DBE. The DBE percentage of the joint venture will be determined at the time of certification. u 4. Contract Goal. The goal for UDBE participation that the Department determines should appropriately be ^ met by the successful bidder. Contract goal will be the percentage stated in the invitation for bids and in the project special provisions. Successful bidders that are awarded a Contract based on good faith efforts shall continue to make good faith efforts through the period of time that work on the project is in process, to provide for additional UDBE participation toward meeting the goal. 5. Good Faith Efforts. It is the obligation of the bidder to make good faith efforts to meet the contract goal prior to the bid opening. The bidder can demonstrate that it has done so either by meeting the contract goal or by documenting good faith efforts made. CDOT will evaluate only the good faith efforts made by the contractor prior to the bid opening. Any UDBE Participation submitted on Form 715 that exceeds the participation submitted on Form 714 will be accepted as additional UDBE participation, but will not be counted as Good Faith Efforts and will not exempt a contractor from fulfilling the Good Faith Efforts requirements. The apparent low bidder shall report all efforts made including but not limited to the efforts required on Form 718. The efforts employed by the bidder should be those that one could reasonably expect a bidder to take if the bidder were actively and aggressively trying to obtain UDBE participation sufficient to meet the DBE contract goal. In determining whether a bidder has made good faith efforts, CDOT may take into account the performance of other bidders in meeting the contract. For example, when the apparent successful bidder fails to meet the contract goal, but others meet it, CDOT may reasonably raise the question of whether, with additional reasonable efforts, the apparent successful bidder could have met the goal. If the apparent successful bidder fails to meet the goal, but meets or exceeds the average UDBE participation obtained by other bidders, CDOT may view this, in conjunction with other factors, as evidence of the apparent successful bidder having made good faith efforts. The Business Programs Office, with the DBE Liaison's Approval, will notify the apparent low bidder by fax regarding any deficiencies in the documentation and effort demonstrated by the bidder. This fax will include the Business Programs Office recommendation to the DBE Liaison Officer regarding whether the good faith effort demonstrated was sufficient for the bidder to be regarded as responsible. If the bidder may be regarded as responsible but with minor deficiencies in its good faith effort, the bidder will be expected to correct any deficiencies noted prior to bidding on other CDOT projects. Within five working days of being informed by the Business Programs Office that it is not a responsible bidder because it has not documented sufficient good faith efforts, a bidder may request administrative reconsideration from the Good Faith Efforts (GFE) Committee, which will not have played any role in the original determination that the bidder did not document sufficient good faith efforts. The bidder should make this request to: Good Faith Efforts Committee Fax:303-757-9019 Phone:303-757-9234 u As part of this reconsideration, the bidder will have the opportunity to provide written documentation or — argument concerning the issue of whether it met the goal or made adequate good faith efforts prior to the bid opening to do so. The bidder will also have the opportunity to meet in person with CDOT's GFE Committee to discuss the issue of whether it met the goal or made adequate good faith efforts prior to the bid opening to do so. The Business Programs Office, with the DBE Liaison's Approval, will send the bidder a written decision on reconsideration, explaining the basis for finding that the bidder did or did not �f meet the goal or make adequate good faith efforts prior to the bid opening to do so. December 8, 2005 3 DISADVANTAGED BUSINESS ENTERPRISE DEFINITIONS AND REQUIREMENTS The GFE Review Committee will make a recommendation to the DBE Liaison Officer. The DBE Liaison Officer will review the good faith efforts documentation and the recommendation of the GFE Review Committee, determine whether the required efforts are sufficient for award and notify the Chief Engineer of this finding. The Chief Engineer will make the final decision regarding award. There will be no administrative appeal of the Chief Engineer's decision. If award of the Contract is made based on the Contractor's good faith efforts, the goal will not be waived. The Contractor will be expected to continue to make good faith efforts as described below throughout the duration of the Contract. To demonstrate Good Faith Efforts to meet the contract goal throughout the performance of the Contract, the Contractor shall document to the CDOT Region Civil Rights Professional the steps taken on Form 205. For each subcontract item not identified for DBE participation on Form 718, steps the Contractor yip must take include but are not limited to the following: ( A. Seek out and consider UDBEs as potential subcontractors. fdf3 (1) Contact all UDBEs for each category of work that is being subcontracted. (2) Affirmatively solicit their interest, capability, and price quotations. (3) Provide equal time for all prospective subcontractors to prepare their proposals. (4) Provide at least as much time to UDBEs in assisting them to prepare their bids for subcontract work as to non UDBE subcontractors. (5) Award subcontracts to UDBEs where their quotations are reasonably competitive with other quotations received. B. Maintain documentation of UDBEs contacted and their responses. (1) Maintain a list of UDBEs contacted as prospective subcontractors. (2) Maintain thorough documentation of criteria used to select each subcontractor. (3) Where a UDBE expressed an interest in a subcontract and made a quotation, and where the work was not awarded to a UDBE, furnish a detailed letter explaining the reasons. (b) Certification as a DBE by the Department 1. Any contractor may apply to the Colorado Department of Transportation Office of Certification or the City and County of Denver Division of Small Business Opportunity (DSBO) for status as a DBE. Application shall be made on the USDOT's Uniform Certification Application Form as provided by these agencies for certification of DBEs. Application need not be made in connection with a particular bid. Only work contracted to UDBE contractors or subcontracted to UDBEs and independently performed by UDBEs shall be considered toward contract goals as established elsewhere in these specifications. 2. It shall be the Contractor's responsibility to submit applications so that the certifying agency has sufficient time to render decisions. The certifying agency will review applications in a timely manner but is not committed to render decisions about a firm's DBE status within any given period of time. 3. The Department will publish an online directory of DBE contractors, vendors and suppliers for the purpose of providing a reference source to assist any bidder in identifying DBEs and UDBEs. Bidders will be solely responsible for verifying the Certification of DBEs they intend to use prior to submitting a proposal. The directory is updated daily by the certifying agencies and is accessible online at http://www.dot.state.co.us/app_ucp/ . 4. Bidders shall exercise their own judgments in selecting any subcontractor to perform any portion of the work. 5. Permission for a DBE/non-DBE joint venture to bid on a specific project may be obtained from the Business Programs Office based on information provided by the proposed joint venture on Form 893, "Information For Determining DBE Participation When A Joint Venture Includes A DBE". Joint applications should be submitted well in advance of bid openings. A 4 DISADVANTAGED BUSINESS ENTERPRISE DEFINITIONS AND REQUIREMENTS (c) Bidding Requirements December 8, 2005 All bidders shall submit with their proposals a fully executed Form 714 including a list of the names of their UDBE subcontractors to meet the contract goal. The apparent low bidder shall submit a fully executed Form 715 for each UDBE used to meet the contract goal (sample attached) no later than 4:00 p.m. on the third work day after the date of bid opening to the Business Programs Office in the Center for Equal Opportunity. Form 715 may be submitted by FAX, at Fax number (303)757-9019, with an original copy to follow. If the contract goal is not met, the apparent low bidder shall submit a completed Form 718 and corresponding evidence of good faith efforts no later than 4:00 on the day following the bid opening to the Business Programs Office in the Center for Equal Opportunity. CDOT Form No. 718 may be submitted by FAX, at Fax number (303)757-9019, with an original copy to follow. A copy of Form 718 is incorporated into this specification. 2. The award of Contract, if awarded, will be made to the lowest responsible bidder that will meet or exceed the contract goal or, if the goal will not be met: is able to demonstrate that good faith efforts were made to meet the goal. Good faith efforts are explained in (a) of this special provision. 3. The use of the UDBE firms named on Form 714 or on a Form 715, for the items of work described, is a condition of award. The replacement of a named UDBE firm will be allowed only as provided for in (e) of this special provision. Failure to comply will constitute grounds for default and termination of the Contract. 4. Contractor's DBE Obligation. The prime Contractor bidding on construction projects advertised by the Department agrees to ensure that Disadvantaged Business Enterprises (DBEs), as defined in this special provision, have equal opportunity to participate in the performance of contracts or subcontracts financed in whole or in part with Federal or State funds. The prime Contractor shall not discriminate on the basis of race, color, national origin, or sex in the bidding process or the performance of contracts. To ensure that UDBEs are offered equal opportunity to participate In the performance of contracts, it is the responsibility of the prime Contractor to offer and to provide assistance to UDBEs related to the UDBE performance of the subcontract. However, the UDBE must independently perform a commercially useful function on the project. (d) Counting DBE Participation Toward Contract Goals and CDOT's annual DBE goal 1. Once a firm has been certified as a DBE the total dollar amount of the contract awarded to the firm shall be counted toward CDOT's annual DBE goal and the contract goal as explained below, and as modified for the project in the project special provisions titled "Contract Goal." 2. The actual dollar total of a proposed subcontract, supply or service contract with any DBE firm shall be reported to the Department using Form 713. A Form 713 for subcontracts is to be submitted with the Form 205 and receipt will be a condition of approval. The eligibility of a proposed DBE subcontractor will be finally established based on the firm's status at the time of Form 205 approval. A Form 713 for a supply or service contract is to be submitted once a contract has been fully executed so the Department will be able to report the DBE participation in a timely manner. The eligibility of a DBE supplier or service firm will be finally established as of the date the Form 713 is received by the Department. A Form 205 is not required for a supply or service contract. If a firm becomes certified as a DBE during performance under a fully executed contract with CDOT but prior to the DBE performing any work, then 100 percent of the work performed by the firm under that contract may be claimed as eligible work. 3. The Contractor may count toward its contract goal the percentage of the total dollar amount of a contract with a Department certified joint venture that equals the percentage of the ownership and control of the UDBE partner in a joint venture. 7/96 SECTION 00400 SUPPLEMENTS TO BID FORMS 00410 Bid Bond 00420 Statement of Bidder's Qualifications 00430 Schedule of Subcontractors Section 00410 Page 1 December 8, 2005 5 DISADVANTAGED BUSINESS ENTERPRISE DEFINITIONS AND REQUIREMENTS 4. A. The Contractor may count toward its contract goal only that percentage of expenditures to UDBEs which independently perform a commercially useful function in the work of a contract. A DBE is considered to be performing a commercially useful function by actually performing, managing, and supervising the work involved. To determine whether a DBE is performing a commercially useful function, the Department will evaluate the amount of work subcontracted, work performed solely by the DBE, industry practices, and other relevant factors. B. A DBE may enter into subcontracts consistent with normal industry practices. If a DBE does not perform or exercise responsibility for at least 30 percent of the total cost of its contract with its own work force, or the DBE subcontracts a greater portion of the work of a contract than would be expected on the basis of normal industry practice for the type of work involved, the DBE shall be presumed not to be performing a commercially useful function. The DBE may present evidence to rebut this presumption to the Department. 5. The Contractor may count toward its contract goal the percentage of expenditures for transportation services obtained from UDBE trucking firms, provided the UDBE controls the trucking operations for which it seeks credit. A UDBE trucking firm must have at least one truck and driver of its own, but it can lease trucks owned by others, both DBEs and non -DBEs, including owner -operators. For work done with its own trucks and drivers, and for work done with DBE lessees, the UDBE trucking firm receives credit for all transportation services provided. For work done with non -DBE lessees, the UDBE trucking firm gets credit only for the fees or commissions it receives for arranging the transportation services, because the services themselves are being performed by non -DBEs. 6. The Contractor may count toward its contract goal the percentage of expenditures for materials and supplies obtained from UDBE suppliers (regular dealers) and manufacturers, provided that the UDBEs assume the actual and contractual responsibility for and actually provide the materials and supplies. A. The Contractor may count 100 percent of its expenditures to a UDBE manufacturer. A DBE manufacturer is a certified firm that operates or maintains a factory or establishment that produces on the premises the materials or supplies obtained by the Contractor. B. The Contractor may count 60 percent of its expenditures to UDBE suppliers (regular dealers) that are not manufacturers, provided that the DBE supplier performs a commercially useful function in the supply process. A DBE supplier (regular dealer) is a certified firm that owns, operates, or maintains a store, warehouse, or other establishment in which the materials or supplies required for the performance of the Contract are bought, kept in stock, and regularly sold to the public in the usual course of business. To be a supplier (regular dealer) the firm must engage in, as its principal business and in its own name, the purchase and sale of the products in question. A supplier in such bulk items as steel. cement, gravel, stone, and petroleum products need not keep such products in stock, if it owns or operates distribution equipment. Brokers and packagers shall not be regarded as manufacturers or suppliers within the meaning of this section. C. The Contractor may count toward its contract goal the following expenditures to UDBE firms that are not manufacturers or suppliers (regular dealers): (1) The fees or commissions charged for providing a bona fide service, such as professional, technical, consultant or managerial services and assistance in the procurement of essential personnel, facilities, equipment, materials or supplies required for performance of the Contract. provided that the fee or commission is determined by the Department to be reasonable and not excessive as compared with fees customarily allowed for similar services. (2) The fees charged for delivery of materials and supplies required to a job site (but not the cost of the materials and supplies themselves) when the hauler, trucker, or delivery service is not also the manufacturer of or a supplier of the materials and supplies, provided that the fee is determined by the Department to be reasonable and not excessive as compared with fees customarily allowed for similar services. U December 8, 2005 6 DISADVANTAGED BUSINESS ENTERPRISE DEFINITIONS AND REQUIREMENTS (3) The fees or commissions charged for providing any bonds or insurance specifically required for the performance of the Contract. provided that the tee or commission is determined by the Department to be reasonable and not excessive as compared with fees customarily allowed for similar services. To determine the goals achieved under this Contract the participation as described in (d) of this special provision shall be divided by the original prime Contract amount and multiplied by 100 to determine the percentage of performance. The Contractor shall maintain records of payment that show amounts paid to all DBEs. Upon completion of the project, the Contractor shall submit a Form 17 listing all DBEs that participated in this Contract, the subcontract tier number of each, and the dollar amount paid to each. This dollar amount shall include payments made by nonDBE subcontractors to DBE subcontractors. The Contractor shall certify the amount paid, which may be audited by the Department. When there is no participation by DBEs, the Contractor shall submit a Form 17 that indicates no participation and gives reasons why there was no participation. CDOT will not count the participation of a DBE subcontractor toward the prime contractor's UDBE achievements or CDOT's overall DBE goal until the amount being counted toward the goal has been paid to the DBE. (e) Replacement of UDBE Subcontractors used to meet the contract goal Based upon a showing of good cause the Contractor may request that a UDBE named on Form 714 or on a Form 715 be replaced with another UDBE pursuant to the terms and conditions of this special provision. In the event that the Contractor is able to both document the need and to offer a replacement UDBE who can perform the work at a reasonable cost. the CDOT Region Civil Rights Professional will approve the replacement at no additional cost to the Department. Replacements will be allowed only with prior written approval of the Region Civil Rights Professional. 1. If a replacement is to be requested prior to the time that the named UDBE has begun to effectively prosecute the work under a fully executed subcontract, the Contractor shall furnish to the Region Civil Rights Professional the following: A. Written permission of the named UDBE. Written permission may be waived only if such permission cannot be obtained for reasons beyond the control of the Contractor. B. A full written disclosure of the circumstances making it impossible for the Contractor to comply with the condition of award. C. Documentation of the Contractor's assistance to the UDBE named on Form 714 or on Form 715. D. Copies of any pertinent correspondence and documented verbal communications between the Contractor and the named UDBE. E. Documentation of the Good Faith Efforts in finding a replacement UDBE subcontractor and the results of the efforts. It is within the control of the Contractor to locate, prior to award, DBEs that offer reasonable prices and that could reasonably be expected to perform the work. For this reason, increased cost shall not, by itself, be considered sufficient reason for not providing an In -kind replacement. 2. In the event a UDBE subcontractor begins to prosecute the work and is unable to satisfactorily complete performance of the work, the Contractor shall furnish to the Region Civil Rights Professional the following: A. Documentation that the subject UDBE subcontractor did not perform in a satisfactory manner B. Documentation of the Contractor's assistance to the UDBE subcontractor prior to finding the UDBE subcontractor in default. C. A copy of the certified letter finding the UDBE to be in default or a letter from the UDBE stating that it cannot complete the work and it is turning the work back to the Contractor. I December 8, 2005 7 DISADVANTAGED BUSINESS ENTERPRISE DEFINITIONS AND REQUIREMENTS D. Copy of the contract between the Contractor and the UDBE subcontractor, plus any modifications thereto. E. Documentation of the Good Faith Efforts in finding a replacement UDBE subcontractor and the results of the efforts. In the event the Contractor is able to locate a replacement UDBE who can perform work at a reasonable cost to the Contractor, and also demonstrates to the satisfaction of the Department that prior to bid it had reason to believe that the named UDBE firm was responsible and not expected to default, the Department may modify or renegotiate the Contract to compensate the Contractor for any reasonable extra costs, because of a higher price in the proposal of the replacement UDBE subcontractor than that of the original UDBE subcontractor who failed to perform. Provided, however, that the Department will not be obligated to participate in any increased cost to the Contractor if the UDBE that fails to perform has a recent history of performance failure or default that was either known, or should have been known, to the Contractor prior to award. 3. If the Contractor is unable to locate a UDBE replacement that is both interested in and capable of performing the work at a reasonable cost, the Department may waive the requirement that the work be performed by a UDBE and the Contractor shall provide for the satisfactory completion of the work at no additional cost to the Department. (f) Sanctions. It is the obligation of the Contractor to provide DBE firms with equal opportunity to participate in the performance of the work. It is the responsibility of DBE firms to perform their work in a responsible manner fully consistent with the intent of the DBE program. and in substantial compliance with the terms and conditions of these DBE definitions and requirements. DBE firms which fail to perform a commercially useful function as described in subsection (d) of these DBE definitions and requirements or operate in a manner which is not consistent with the intent of the DBE program may be subject to revocation of certification. A finding by the Department that the Contractor has failed to comply with the terms and conditions of these g DBE definitions and requirements shall constitute sufficient grounds for default and termination of the Contract in accordance with subsection 108.09 of the specifications. Attachments: W Form 714 Form 715 Form 718 K 11 COLORADO DEPARTMENT OF TRANSPORTATION Project No.: UNDERUTILIZED DBE (UDBE) BID CONDITIONS ASSURANCE Location: Instructions: Contractor — Complete and submit this form with your bid. Report only Underutilized DBE (UDBE) participation percentages which quality under the contract goal specification for this project. It is important to review CDOT Form #715 instructions before completing this form. POLICY It is the policy of the Colorado Department of Transportation that underutilized disadvantaged business enterprises have equal opportunity to participate in the performance of contracts financed with federal, stale or local entity funds. UNDERUTILIZED DBE PARTICIPATION COMMITMENT 1) Will your company's Underutilized DBE (UDBE) participation commitment meet contract goals? ❑ Yes ❑ No 2) Total eligible Underutilized DBE (UDBE) percentage amount from Box A below: % 3) List the UDBE firms, committed work items, and eligible UDBE percent of your bid that you are committing to each CERTIFICATION COMMITTED SUBCONTRACT ELIGIBLE UDBE FIRM NAME EXP. DATE WORK ITEM(S) CATEGORY UDBE % ` See Fmm n115 ❑ Trucker 1. / I ❑ Subcontractor % ❑ Supplier ❑ Broker ❑ Trucker 2, ❑ Subcontractor % ❑ Supplier ❑ Broker ❑ Trucker 3. / / ❑ Subcontractor % ❑ Supplier ❑ Broker ❑ Trucker 4, / / ❑ Subcontractor % ❑ Supplier ❑ Broker ❑ Trucker 5. / / ❑ Subcontractor % ❑ Supplier ❑ Broker BOX A: TOTAL ELIGIBLE UDBE PERCENTAGE AMOUNT: %(Round percentage amounts to the nearest hundredth) ' Additional instructions on how to calculate the actual eligible amounts and percentages for the trucker, subcontractor, supplier, and broker categories are available on the 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 on 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 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 gE!E to the bid opening will count as Good Faith Efforts. I understand my obligation to abide by the policy stated above. I 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 PENALITY 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: ! 1 Company Officer Signature: Title: Previous editions may not be used CDOT Form 714 1/06 COLORADO DEPARTMENT OF TRANSPORTATION CERTIFICATE OF PROPOSED project No.: UNDERUTILIZED DBE (UDBE) Project Code (SA#): Location: Form#: of PARTICIPATION Prime Contractor - Send completed/signed form to the Business Programs Office (instructions on second page). The "Eligible UDBE ts' AmounAmounts' submitted on this form must equal or exceed the commitment(s) documented on the CDOT Form 714 you submitted with your For the complete list of certified DBE/UDBE firms and their DBE work codes go to htt:llwww.dot.state.co.usla uc / NOTE: See 49 CFR part 26.55, and the "DBE - Definitions and Requirements" in the Standard Special Provisions, for further information concerning counting DBE participation of truckers. subcontractors, suppliers and service providers toward the project's UDBE goal. PART is — TRUCKING CONTRACT If the UDBE is being used as a trucker for one or more "trucking" DBE work codes (25500, 25505 etc.) then: ACTUAL UDBE AMOUNT = Actual contract amount for the transportation services provided by the UDBE firm and any UDBE lessees. ELIGIBLE UDBE TRUCKING AMOUNT= I (ACTUAL UDBE AMOUNT) - (Any non-UDBE lessee amounts in this contract)* I ' For work bone on this UDBE contract with non-UDBE lessees, credit toward the project UDBE goal is given only for the broker fees or commissions the UDBE trucker receives for arranging the transportations services. because the services themselves are being performed by non-UDBEs. NAME OF UDBE FIRM CERTIFICATION # EXPIRATION DATE ELIGIBLE UDBE TRUCKING AMOUNT DBE WORK CODE NUMBER(S) THIS UDBE IS BEING USED FOR: Complete list of work codes is at http://www.dol.state.co.uslappucp/ PART 1 b — SUBCONTRACT ELIGIBLE UDBE SUBCONTRACT AMOUNT = I (Actual UDBE contract amount) - (Any non-UDBE lower tier amounts in this contract)* • Work that a UDBE subcontracts to a lower tier non-UDBE firm does not count toward.. the, project UDBE goal' NAME OF UDBE FIRM CERTIFICATION # '.EXPIRATION 'DATE 'ELIGIBLE UDBE SUBCONTRACT AMOUNT Is DBE WORK CODE NUMBER(S) THIS UDBE IS BEING USED FOR Complete list of work codes is at http://Ww .dol,state co uslapp_ucpl PART 1 c — SUPPLY CONTRACT.' If the supplier is a UDBE with'a "Type field of.; "Manufacturer" for the items ELIGIBLE UDBE SUPPLY AMOUNT-- I:1(Actual UDBE contract amount) X 100% t- If the supplier is a UDBE with a `Type' field of "Regular Dealer" for the item(s): • ELIGIBLE UDBE SUPPLY AMOUNT = I. (Actual UDBE contract amount) X 60 NOTE: If the supplier is.a'UDBE with a "Type' field of "Broker" for the item(s) use PART 1 d - BROKER / SERVICE CONTRACT. NAME OF UDBE FIRM CERTIFICATION It EXPIRATION DATE ELIGIBLE UDBE SUPPLY AMOUNT $ DBE WORK CODE NUMBER(S) THIS UDBE IS BEING USED FOR: Complete list of work codes is at httpl/www.dot.state.co.us,app ucp/ PART 1 d — BROKER / SERVICE CONTRACT If purchasing materials or supplies through a UDBE with a "Type" field of "Broker". count only the amount of brokerage commission and/or delivery service fees included in the contract. Other examples of services to include in this section are bonding, brokering. consulting, security guards, and insurance etc. ELIGIBLE UDBE SERVICE FEE AMOUNT= Actual compensation retained by the UDBE broker/agent for services rendered* The amounts that count toward UDBE goals are limited to the compensation retained by the UDBE broker/agent for services rendered, provided the fee/commission is determined by CDOT to be reasonable and not excessive as compared with fees customarily charged for similar services. NAME OF UDBE FIRM CERTIFICATION # EXPIRATION DATE ELIGIBLE UDBE SERVICE FEE AMOUNT $ DBE WORK CODE NUMBER(S) THIS UDBE IS BEING USED FOR: Complete list o1 work codes is at hnp://www.dot.stale.cc.us/app_ucpr Original - Business Programs Office Previous editions may not be used CDOT Form 715 - Page 1 of 2 1 /06 PART 2 - UDBE PARTICIPATION SUMMARY U A) What is the total dollar value of this proposed trucking, subcontract, supply. OR broker/service contract that is eligible for counting toward contract goals? A = [ TOTAL FROM "ELIGIBLE" COLUMNS IN PART 1 ] A> $ NOTE: Provide in actual subcontractor dollars and not prime contract prices. B) What is the total dollar value of proposed subcontracts that are eligible for counting towards B> contract goals from prior sheets/forms? C) What is the accumulative value of proposed subcontracts that are eligible for counting towards contract goals? C> $ C=[A + B] D) What is the original contract bid total? D> $ E) What Is the accumulative percent of contract bid total subcontracted to all underutilized DBEs? E> PART 3 - UDBE CONFIRMATION I confirm that my company is participating in this contract as documented in the of this form. Only the value of the work that my company is actually Performing. UDBE Firm Name: UDBE Representative Signature and Title: Date: / in PART 1 t r PART 4 - PRIME CONTRACTOR CERTIFICATION I certify that: • my company has met the contracted: UDBE goals or,has submitted a completed CDOT Form #718. • my company has accepted a'proposal from the UDBE named above. • my company has notified the proposed UDBE of the contracted UDBE commitment. • my companyjhas ensured'that the, proposed UDBE has signed PART 3 of this form. • my company's use of the proposed UDBE for the items of work listed above is a condition of the contract award. • my company will invite -the -proposed UDBE to attend the preconstruction conference. • my company:wiIVnpt use a substitute UDBE for the proposed UDBE's failure to perform under a fully executed subcontract, unless my company complies with the definitions and requirements section of the DBE Special Provisions. • I understand that failure to comply with the information shown on this form will be considered grounds for contract termination. 1 declare under penalty of perjury in the second degree, and any other applicable state or federal laws, that the statements made on this document are true and comolete to the best of my knowledge. Prime Contractor Name: Officer Signature and Title: FORM INSTRUCTIONS Date: Prime Contractor: 7. Retain a photocopy for your records. 1. An officer of the contractor(s) must complete this form. 8. Send original to: 2. Include only DBE firms which meet the underutilized criteria in Colorado Department of Transportation the contract goal specification for this project (i.e., UDBE firms). Business Programs Office 3. Complete only relevant section(s) for PART 1. . 4201 E. Arkansas Ave. 4. Ensure that the proposed UDBE has signed PART 3 of this form. Denver. Colorado 80222 5. Complete ALL sections of PART 2 and PART 4. FAX: (303) 757-9019 6. Submit a separate CDOT Form #715 for EACH proposed UDBE. may r , i� l� COLORADO DEPARTMENT OF TRANSPORTATION project No.: Project Code (SA#) UNDERUTILIZED DBE (UDBE) GOOD FAITH Location: EFFORT DOCUMENTATION IDate. lNo. Of Sheets Attached To Form The Contractor who is the apparent low bidder on a CDOT construction project, and has failed to meet the Underutilized DBE (UDBE) contract goal, shall use this form to document all good faith efforts that were made prior to bid opening by said Contractor to meet the goal, FAILURE TO FULLY I CLEARLY COMPLETE THIS FORM MAY RESULT IN REJECTION OF THE BID. Each portion of this form is to be addressed in the space provided, or on supplemental sheets that follow the same tabular structure and format outlined below. Attach supporting documentation as required by CDOT. This completed form and required attachments are to be submitted to the Business Programs Office in the Center for Equal Opportunity prior to 4:00 p.m. on the day after the day bids are opened. This form may be submitted by FAX (303-757-9019) with an original copy to follow. An extension may be granted by the DBE Liaison. Only the efforts the Contractor made prior to bid opening will count as Good Faith Efforts consistent with the instructions on CDOT Form #714, I. Complete the following table to document sufficient bid items identified as subcontract work to be performed by UDBEs to achieve the contract goal. This includes, where appropriate, breaking out contract work items into economically feasibly units to facilitate DBE participation, even when the Contractor might otherwise prefer to perform these work items with its own forces. The total percentage of subcontract items identified for UDBE participation must equal or exceed the percentage UDBE goal set by COOT. DBE Work Code DBE Work Cod r� Closest Matching'` Actual ` From:DBE Directory Description ;: ' , . CDOT Bid Item # Of Final Contract ,; 5_. t ._ ... _. .._. The DBE Directory can be found online at: http:l/www.cIot,state.co. us1app_ucp/ • DBE work codes are 5 digit numbers where the 1st digit corresponds to the overall section the code belongs to • The 1 st 3 digits of a DBE work code identify its category • DBE work codes ending in "00" represent certification for the entire work code category • DBE work codes NOT ending in "00" represent certification in a specific sub -category only UDBE CONTRACT GOAL °%: TOTAL CONTRACT %: If. Complete the following table to summarize all outreach efforts made to UDBE firms. For each subcontract item identified, contact by mail, fax, phone and/or email 100 % of the Colorado certified UDBEs whose DBE work codes match the type of work being solicited and who are marked as "CDOT GFE Eligible" on the DBE Directory. The Contractor shall ensure that initial solicitations allow UDBEs at least 10 calendar days to participate effectively in the bidding process. In order to determine with certainty which UDBEs are interested, the Contractor is also required to take appropriate steps to follow-up initial solicitations (e.g., regional follow-up phone calls etc.). If soliciting by telephone. attach a summary telephone log of calls. including topic of discussion, date, time, name of person contacted, and the response received. If soliciting by mail, fax. and/or email, attach one example copy of the letter, fax, and/or email sent to UDBEs along with a summary log that documents all dates and responses received. Letters, faxes and/or emails must specifically identify the project, the items to be subcontracted, and the bid date. Letters, faxes and/or emails must also provide an address and phone number where specific quantities or details will be available to bidders. ,DBEIWork Code', , DBEWork Cotle { # Of UDBEs # Of UDBEs % Of UDBEsr From DBE 'Eligible' Directory . �: Descripto.,n Contacted Contacted'- ;- - Go to http://w w.dot.state.co.usiapp_ucpl and use the "Directory Updates" button on the DBE Directory to submit any of the following documented updates on UDBE firms: • Contact Information changes (e.g., phone and address etc.) • .CDOT GFE Eligibility' status changes (e.g., UDBE firm says they don't want to be contacted via GFE solicitations etc.) Note: In order to verify all updates submitted, CDOT may request additional information from contractors and/or UDBE firms before posting requested changes to the Directory. Original - Business Proarams Office THIS FORM IS CONFIDENTIAL - Previnus editions may not he used rnnr s...... 712 - 0— 1 ,.r o 1 ma III. Complete the following table to show all subcontract bids received (non-UDBE and UDBE), bid dollar amounts for each bid item, and the name of the successful bidder. Where bundled subcontract bids were received, break out quotes per bid item number. If the UDBE bids were rejected, give reasons for each case. If the work is to be counted as a potential UDBE subcontract item, the Contractor cannot elect to perform that work itself when a UDBE bid is competitive or only UDBE bids are received. Cost alone may not be adequate justification for failure to use a UDBE bid. When a non-UDBE bid is significantly lower than a UDBE bid. the Contractor may choose to perform the item itself. CDOT will determine whether a subcontractor's bid is "competitive" based on factors such as the percentage and dollar difference between quote(s). and/or the percentage the quote(s) represents of the overall contract. ZM CDOT Bid Item # :� (BreakrCut- Bundled Quotes) Closest DBE Work Code; a. ; Bid Item Descnptron + r }- �- '` zSubcontractor Name. - f �' (Place an hexi to firm being used ) y g' s 4 Actual Bid Item �- �' Quote Price ��' UDBE Firm? s °/ Difterence On.` Items That ' r UDBE Firms ET- LJ El ET - IV. The efforts required herein are not exhaustive or exclusive. Other factors or types of efforts may be relevant in appropriate cases. In determining whether Good Faith Efforts have been made, the quantity and qualify of the efforts made as well as kinds of efforts made may be considered. List any additional efforts to increase UDBE contract participation. such as assisting UDBEs in obtaining bonding/insurance/lines of credit, effectively using the services of community organizations/publicationsr and/or requesting subcontractors to assist with providing UDBE participation. Report the results of such efforts. Note: Advertising in a publication with low UDBE subscription rates will not be considered as quality efforts by CDOT THE CONTRACTOR UNDERSTANDS THAT DEMONSTRATION OF GOOD FAITH EFFORTS IN ACHIEVING THE UDBE GOALS ESTABLISHED BY COOT IS REQUIRED THROUGHOUT THE PERFORMANCE OF THE CONTRACT. Company Name: Phone: Fax: Title: Printed Name: Signature: C-) C-1 Cl E-1 [_1 C==7 C7 C_7 L_1 C_1 C 1 C=:l 1.=J C 1 C--.J 1=-1 C. 1 C' [I 111 I -I- U.S. DEPT. OF LABOR, DAVIS BACON MINIMUM WAGES. COLORADO DATE 08-03-07 GENERAL DECISION NUMBERS CO20070014 AND CO20070015, HIGHWAY CONSTRUCTION Decision Nos. CO20070014 and CO20070015 dated February 09, Modifications 11) 2007 supersedes Decision Nos. CO030014 and CO030015 dated MOD 1 04-06-07 Pages 1, 5 I June 13. 2003. MOD 06-01-07 Pages 1.2.5&6 MOD 3 08-03-07 Paget 1, 5 2 3 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. CO20070014 applies to the following counties: Adams. Arapahoe. Boulder. Denver, Douglas, El Paso. Jefferson. Latimer. Mesa. Pueblo, and Weld counties. General Decision No. CO20070014 The wage and fringe benefits listed below reflect collective)}, bargained rates. Code Classification Basic Hour)'° Fringe Benefits Last Rate Mod ELECTRICIANS: 1200 Electrical work $150.000 or less (Pueblo county) 22.14 8.85 + 3% 1201 Electrical work over $150,000 (Pueblo.coura-v) 26.29 8.85 +3% 1 1203 Electricians (Adams. Arapahoe. Boulder. Denver. Douglas, 28.91 10.33 Jefferson. Latimer, and Weld counties) 1203 Electricians (El Paso county) 26.80 12.00 + 3% 3 I204 Electricians (Mesa county) 2031 8-56 2 1205 Traffic Signal Installer (Zone 1) 22.91 1.75 + 13% 1206 Traffic Signal Installer (Zone'_) 25.91 1.75 + 13% 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 - l2th & North Avenue Pueblo -1 25 & Highway 50 Zone 2 - All work outside these areas. POWER EQUIPMENT OPERATORS: 1300 Asphalt Screcd 21.67 8.22 2 1301 Bituminous or Asphalt Spreader/Laydown Machine 21,67 8.22 2 1302 Bulldozer 21.67 8.22 2 N o- U.S. DEPT. OF LABOR, DAVIS BACON MINIMUM WAGES, COLORADO DATE 08-03-07 GENERAL DECISION NIIMBF.RS C030070014 AND CM0070015 HIGHWAY CONSTRUCTION General Decision No. CO20070014 The wage and fringe benefits listed below reflect collectively bargained rates. Code Classification Basic Hourly Fringe Benefits Last Rate Mod POWER EQUIPMENT OPERATORS (cunt.): Crane: 1305 50 tons and under 21.82 8.22 2 1306 51 to 90 tons 21.97 8.22 2 1307 91 to 140 tons 22.12 822 2 1308 141 tons and over 22.88 8.22 2 Drill Operator: 1309 William MF/Watson 2500 only 2L97 822 2 Grader/Blade: 1310 Rough 21.67 822 2 1311 Finish 21.97 8.22 2 Loader: 1312 Barber Green. etc., 6 cubic yards and under 21.67 8.22 2 1313 Over 6 cubic yards 21.82 822 2 Mechanic and/or Welder (Includes heavy duty and combination mechanic and welder): 1314 Mechanic and/or Welder 21.82 8.22 2 1315 Mechanic/Welder (Heavy duty) 21.97 8.22 2 1316 Oiler 20.97 8.22 2 Power Broom: 1317 Under 70 HP 20.97 9.22 2 1318 70 HP and over 21.67 8.22 2 Roller (excluding dirt and soil compaction): 1319 Self-propelled, rubber tires under 5 tons 21.32 822 2 1320 Self-propelled, all types over 5 tons 21.67 8.22 2 Scraper: 1321 Single bowl under 40 cubic yards 21.82 822 2 1322 Single bowl including pups 40 cubic yards and tandem bowls and over 21.97 822 2 1323 Trackhoe 21.82 8.22 2 1324 Water Truck 21.82 822 2 COLORADO DEPARTMENT OF TRANSPORTATION PROJECT NO ANTI -COLLUSION AFFIDAVIT LOCATION I hereby attest that I am the person responsible within my firm for the final decision as to the price(s) and amount of this bid or, if not, that I have written authorization, enclosed herewith, from that person to make the statements set out below on his or her behalf and on behalf of my firm I further attest that 1 The price(s) and amount of this bid have been arrived at independently, without consultation, communication or agreement for the purpose or with the effect of restricting competition with any other firm or person who is a bidder or potential prime bidder 2A Neither the price(s) nor the amount of this bid have been disclosed to any other firm or person who is a bidder or potential prime bidder on this project, and will not be so disclosed prior to bid opening 2B Neither the prices nor the amount of the bid of any other firm or person who is a bidder or potential prime bidder on this project have been disclosed to me or my firm 3A No attempt has been made to solicit, cause or induce any firm or person who is a bidder or potential prime bidder to refrain from bidding on this project, or to submit a bid higher than the bid of this firm, or any intentionally high or non- competitive bid or other form of complementary bid 3B No agreement has been promised or solicited for any other firm or person who is a bidder or potential prime bidder on this project to submit an intentionally high, noncompetitive or other form of complementary bid on this project 4 The bid of my firm is made in good faith and not pursuant to any consultation, communication, agreement or discussion with, or inducement or solicitation by or from any firm or person to submit any intentionally high, noncom- petitive or other form of complementary bid 5 My firm has not offered or entered into a subcontract or agreement regarding the purchase or sale of materials or services from any firm or person, or offered, promised or paid cash or anything of value to any firm or person, whether in connection with this or any other project, in consideration for an agreement or promise by any firm or person to refrain from bidding or to submit any intentionally high, noncompetitive or other form of complementary bid or agreeing or promising to do so on this project 6 My firm has not accepted or been promised any subcontract or agreement regarding the sale of materials or services to any firm or person, and has not been promised or paid cash or anything of value by any firm or person, whether in connection with this or any other project, in consideration for my firm's submitting any intentionally high, noncompetitive or other form of complementary bid, or agreeing or promising to do so, on this project 7 1 have made a diligent inquiry of all members, officers, employees, and agents of my firm with responsibilities relating to the preparation, approval or submission of my firm's bid on this project and have been advised by each of them that he or she has not participated in any communication, consultation, discussion, agreement, collusion, or other conduct inconsistent with any of the statements and representations made in this affidavit 8 1 understand and my firm understands that any misstatement in this affidavit is and shall be treated as a fraudulent concealment from the Colorado Department of Transportation, of the true facts relating to submission of bids for this contract I DECLARE UNDER PENALTY OF PERJURY IN THE SECOND DEGREE, AND ANY OTHER APPLICABLE STATE OR FEDERAL LAWS, THAT THE STATEMENTS MADE ON THIS DOCUMENT ARE TRUE AND COMPLETE TO THE BEST OF MY KNOWLEDGE Contractor's firm Or company name By Dale Title 2nd contractoes firm or company name ill joint venture i By Date Title Sworn to before me this day of, 20 Notary Public My commission expires NOTE: This document must be signed in ink CDOT Form #666 1M2 d l__i 1 00410 BID BOND KNOW ALL MEN BY THESE PRESENTS, that we, the undersigned Naranjo Civil Constructors, Inc as Principal , and Westfield Insurance Company — as Surety, are hereby held and firmly bound unto the City of Fort Collins, Colorado, as Owner, in the penal sum of Five Percentof Amount Bid ($ 5% )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 Contract Agreement for the construction of City of Fort Collins Project, 6062 Lemay Right Turn Lane at Mulberry a--- WHEREAS, the Owner, as a condition for receiving said bid, requires the Principal to deposit with the Owner a Bid Guaranty equal to five percent (5%) of the amount of said bid. eNOW, THEREFORE, (a) If said bid shall be rejected; or in the alternate, (b) If said bid shall be accepted and the Principal shall execute and deliver a Contract Agreement (properly completed in accordance with said bid) and shall furnish a Performance and Payment Bond upon the forms prescribed by the Owner for the faithful performance of said Agreement; 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 liabi- lity of the Surety for any and all claims hereunder shall, in no event, exceed the penal amount of this obligation as herein stated. R K N U.S. DEPT. OF LABOR. DAVIS BACON MINIMUM WAGES. COLORADO DATE 08-03-07 GENERAL DECISION NUMBERS CO20070014 AND CO20070015, HIGHWAY CONSTRUCTION General Decision No. CO20070014 The wage and fringe benefits listed below reflect collectively bargained rates. Code Classification Basic Hourly Fringe Benefits Last Rate Mod Laborers: Asphalt Laborer/Raker, Common Laborer, 1400 and Concrete Laborer/Mason Tender 16.29 425 General Decision No. CO20070014 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 euttcrs) 16.54 3.91) 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 ,,utters only) 11.85 3.45 2003 Guardrail Erector (Excludes bridgerail) 12.89 320 2004 Landscape and Irrigation Laborer 1220 3.16 2005 Pipclayer 13.55 2.41 2006 Striping Laborer (Pre -form layout and rem(wal of pavement 12.62 3.21 markings) 2007 Traffic Director/Flag,,cr 9.55 3.05 20M Traffic and Sign Laborer (Sets up barricades and cones. 12.43 3.22 and installs permanent si�_'ns) 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 Concrete Pump Operator 16.52 430 M -4- U.S. DEPT. OF LABOR. DAVIS BACON MINIMUM WAGES, COLORADO DATE 08-03-07 GENERAL DECISION NUMBERS CO20070014 AND CO20070015. HIGHWAY CONSTRUCTION General Decision No. CO20070014 The wage and fringe benefits listed below do not reflect collectively bargained rates. Code Classification Basic Hourly Fringe Benefits Last Rats Mod 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 onlp) 16.70 330 Groundman (Traffic si2nalization) 2301 Class C 11.44 325 Truck Drivers: 2400 Floats -Senn Truck 14.86 3.08 2401 Multipurpose Truck - Specialtv&Hoisting 14.35 3.49 2402 Truck Mechanic 16.91 3.01 2403 Pickup Truck (Includes Pilot and Sign/Barricade Truck) 13.93 3.68 2405 Single Axle Truck 1424 3.77 2406 Distributor Truck 15.80 5.27 2407 Dump Truck: 2408 14 cubic yards and under 14.93 527 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 1725 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)j. END OF GENERAL DECISION NUMBER CO20070014. u -5- U.S. DEPT. OF LABOR, DAVIS BACON MINIMUM WAGES. COLORADO DATE 08-03-07 GENERAL DECISION NUMBERS CO20070014 AND CO20070015. HIGHWAY CONSTRUCTION General Decision No. C0070015 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, Sa uache. 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. CO20070015 The wage and fringe benefits listed below reflect collectively bargained rates. Code Classification Basic Hourly Fringe Benefits Last Rate Mod ELECTRICIANS: (Including traffic signal installation) Electrical work $150,000 or less (Alamosa, Archuleta. Baca. 3_00 Bent. Chaffee, Conejos. Costilla, Crowley, Custer. Fremont, 22.14 8.85 + 3%o Fuerfano, Kiowa, Las Animas. Mineral. Otero. Prowers. Rio Grande, and Saguachecounties) Electrical work over $150.000 (Alamosa, Archuleta. Baca, 320] Bent. Chaffee. Conejos. Costilla. Crowley. Custer, Fremont, 26?9 8.85 + 3% I Huerfano. Kiowa. Las Animas, Mineral, Otero. Prowers, Rio Grande, and Saguache counties) Electricians (Clear Creek, Eagle. Gilpin, Grand. Jackson, Lake, 3202 Logan, Morgan. Phillips. Sedgwick, Summit, Washington. 28.91 1033 and Yuma counties) 3_03 Electricians (Cheyenne. Elbert. Kit Carson, Lincoln. Park. 26.80 1200+ 3% 3 and Teller counties) Electricians (Dolores, Garfield. Gunnison, Hinsdale, La Plata, 3204 Moffat, Montezuma. Ouray. Pitkin, Rio Blanco, Routt. San Juan. 28.06 8.76 2 and San Miguel counties) 3205 Electricians (Delta and Montrose counties) 20.31 8.56 2 3206 Traffic Signal Installer (Zone 1) 22.91 1.75 + 13% 3207 Traffic Signal Installer (Zone 2) 25.91 1.75 + 13% Traffic Installer Zone Definitions Zone 1 — Within a 35 mile radius measured from the addresses of the followinE cities: Colorado Springs - Nevada & Bijou Denver - Ellsworth Avenue & Broadway Ft. Collins - Prospect & College Grand Junction - 12th & North Avenue Pueblo - 1-25 & Highway 50 Zone 2 - All work outside these areas. Hi 9 -6- U.S. DEPT. OF LABOR. DAVIS BACON MINIMUM WAGES. COLORADO DATE 08-03-07 GENERAL DECISION NUMBERS CO20070014 AND CO20070015. HIGHWAY CONSTRI ICTION General Decision No. CO20070015 The wage and fringe benefits listed below reflect collectively bargained rates. Code Classification Basic Hourly Fringe Benefits Last Rate Mod POWER EQUIPMENT OPERATORS: 3300 Bituminous or Asphalt Spreader/Laydown Machine - 21.67 8.22 2 3301 Bulldozer 21.67 8.22 2 Crane: 3302 50 tons and under 21.82 8.22 2 3303 51 to 90 tons 21.97 8.22 2 3304 91 to 140 tons 22.12 822 2 3305 141 tons and over 22.88 8.22 2 3306 Grade Checker 21.82 8.22 2 Loader: 3307 Barher Green. etc., 6 cubic vards and under 21.67 8.22 2 3308 Over 6 cubic yards 21.82 822 2 Roller (excluding dirt and soil compaction): 3309 Self-propelled, rubber tires under 5 tons 21.32 8.22 2 3310 Self-propelled, all types over 5 tons 21.67 822 2 3311 Trackhoc 21.82 8.22 2 3312 Oiler 20.97 8.22 2 3313 WaterWaeon 21.82 8.22 2 General Decision No. CO20070015 The wage and fringe benefits listed below do not reflect collectively bargained rates. Carpenters: 3600 Form Building and Setting (Excluding curbs and gutters) 15.92 5.38 3601 All other work 1630 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 F -7- U.S. DEPT. OF LABOR, DAVIS BACON MINIMUM WAGES, COLORADO DATE 08-03-07 C;RNP.RAI i)F.C1S7ONNHMRFRS(-ninl7ool4ANn(OI(I17f1015 HIC2HWAv(YINCTRII('T1()N General Decision No. CO20070015 The wage and fringe benefits listed below do not reflect collectively bargained rates. Code Classification Basic Hourly Fringe Benefits Last Rate Mod 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 of 12.90 3.07 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 Screcd 16.21 3.76 4202 Backhoe 16.42 4.42 4203 Compactor (Dirt and soil on] NI) 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 42U 4206 Post Driver/Punch Machine 16.07 4.41 4207 Rotomill Operator 16.28 4.41 4209 Scraper 17.62 3.16 I -8- U.S. DEPT. OF LABOR. DAVIS BACON MINIMUM WAGES. COLORADO DATE 08-03-07 GFNF.RAI. DECISION NUMBERS CO20070014 AND CO20070015. HIGHWAY CONSTRUCTION General Decision No. CO20070015 The wage and fringe benefits listed below do not reflect collectively bargained rates. Code Classification Basic Hourly Fringe Benefits Last Rate Mod Truck Drivers: 4400 Dump 14.15 3.83 4401 Low Bov 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 3A9 4405 Water Truck 14.88 2.07 4406 Distributor 15.80 527 "'ELDERS - 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 129 CFR 5.5(a)(I )(it)]. END OF GENERAL DECISION NUMBER CO20070015. -9- U.S. DEPT, OF LABOR, DAVIS BACON MINIMUM WAGES, COLORADO DATE 08-03-07 GENERAL DECISION NUMBERS CO20070014 AND CO20070015, 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) rulim 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 ]dour 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. V 111 April 12, 2007 ON THE JOB TRAINING This training special provision supplements subparagraph 6 of paragraph B and supersedes subparagraph 7b of L paragraph C of the Special Provision entitled "Affirmative Action Requirements, Equal Employment Opportunity" and is an implementation of 23 U.S.C. 140 (a). As part of the Contractor's Equal Employment Opportunity Affirmative Action Program, training shall be provided t on projects as follows: (a) General Requirements 1. The Contractor shall provide on the job training aimed at developing full journey workers in the type of skilled craft involved. u 2. Training and upgrading of minorities and women toward journey worker status are a primary objective of this specification. Accordingly, the Contractor shall make every reasonable effort to enroll minority — trainees and women (e.g., by conducting systematic and direct recruitment through public and private sources likely to yield minority and women trainees) to the extent that such persons are available within a reasonable area of recruitment. The Contractor shall be responsible for demonstrating the steps that were taken in pursuance thereof, prior to a determination as to whether the Contractor is in compliance with this specification. This training commitment shall not be used to discriminate against any applicant for training whether a member of a protected class or not. An employee shall not be employed or utilized as a trainee in any skilled craft in which the employee has successfully completed a training course leading to journey worker status or in which the employee has been employed as a journey worker on a permanent and regular basis. The intent of the OJT Program is to train unskilled workers into a skilled job; the intent is not to use a previously trained and skilled worker to meet the project training requirements. The Contractor shall satisfy this requirement by including appropriate questions (i.e. Have you ever completed a formal training class in the craft that you are L working in? worked as a journeyman in the highway construction industry?) in the employee application or by other suitable means. Regardless of the method used, the Contractor's records shall document the findings in each case. In order to enhance promotion from within the Contractor's unskilled workforce, the Contractor may utilize an unskilled worker as a journey worker in a skilled craft, provided that the worker is paid the required contract journey worker rate. In that event, the trainee will have an opportunity to advance to journey worker status in and/or outside of the OJT program. 4. The minimum length and type of training for each skilled craft shall be as established in the training program selected by the Contractor and approved by the Department and the Colorado Division of the Federal Highway Administration (FHWA), or the U. S Department of Labor (DOL), Bureau of Apprenticeship and Training (BAT). The Department and the FHWA will approve a program if it is reasonably calculated to meet the Equal Employment obligations of the Contractor and to qualify the average trainee for journey worker status in the skilled craft concerned by the end of the training period. Apprenticeship and training programs will be accepted if registered with the U.S. Dept. of Labor, Bureau of Apprenticeship and Training, or with a State apprenticeship agency recognized by the Bureau. To obtain FHWA approval, the Contractor's training program will be reviewed by the CDOT Center for Equal Opportunity and approved by the Colorado Division of the FHWA. The Contractor shall allow up to 30 days for FHWA review. The proposed training program shall be submitted by the Contractor to: CDOT Center for Equal Opportunity 4201 East Arkansas Avenue Denver, CO 80222 The following documentation shall be submitted: A. Evidence of an approved training program. u I April 12, 2007 ON THE JOB TRAINING B. A copy of the current applicable approved training program, including a copy of the applicable ratios of trainees/apprentices to journey worker for a project. 5. Approved training programs shall provide the trainee with a minimum of 2000 hours of training which includes a minimum of 40 hours of classroom training. Credit for prior classroom or other training may be allowed if such training is relevant to the trainees' current training program requirements. 6. Training is to be provided in the construction crafts rather than clerk -typists or secretarial -type positions. There will be no reimbursement for offsite training. The Contractor shall pay the training program wage rates and the correct fringe benefits to each registered trainee employed on the contract work and currently enrolled in an approved program. The wage rate and fringe benefit rates will correspond with the applicable minimum wage decision for the project. The minimum trainee wage shall be no less than the wage for the Guardrail Laborer classification as indicated in the appropriate Davis Bacon wage decision. However, if the trainee is in a BAT approved training program, the wage rate should be as described in the current apprenticeship program. 8. All apprentices or trainees that are used to meet the OJT goal and/or for whom the Contractor shall request reimbursement must first be approved by the CDOT Regional Civil Rights Manager before commencing work on the project. The Contractor shall meet the requirements of the FHWA 1273 for all apprentices and trainees. Approval for the apprentice or trainee to begin work on a CDOT project will be based on information from the items listed below, and any additional criteria identified by CDOT in other parts of this specification. A. Evidence of the registration of the trainee or apprentice into the approved training program as submitted by the Contractor or sponsor to the CDOT Center for Equal Opportunity. B. The completed Form 838 for each trainee or apprentice as submitted to the Engineer. 9. Within the first 100 hours of training time completed, the Contractor shall provide each trainee with a review of the approved training program, pay scale., pension and retirement benefits, health and disability benefits, promotional opportunities, and company policies and complaint procedure. The Contractor shall also furnish the trainee a copy of the approved training program. 10. On a monthly basis, the Contractor shall provide to the Engineer a completed On the Job Training Progress Report (Form 832) for each approved trainee or apprentice on the project. The Form 838 will be reviewed and approved by the CDOT Regional Civil Rights Manager before reimbursement will be made. The Contractor will be reimbursed for each approved apprentice or trainee required by the Department and documented on Form 832, but not more than the OJT Force Account budget unless approved by the Engineer through a Change Order. Upon completion of training, transfer to another project, termination of the trainee or notification of final acceptance of the project, the Contractor shall submit to the Engineer a "final" completed Form 832 for each approved apprentice or trainee. 11. All forms referred to are available from the CDOT Center for Equal Opportunity, through the CDOT Regional Civil Rights Manager, or on CDOT's website at http://www.dot.state.co.us/Bidding/BidForms.htm. 12. The Engineer will provide reimbursement to the Contractor. Payment is based on the number of hours of on the job training the Contractor provides to the trainee under this Contract and the applicable reimbursement rate. Submission of the Form 832 will document the training hours provided during the month, and will be considered a request for payment. Where applicable, the Contractor shall note and explain discrepancies between the hours documented on Form 832 and the corresponding certified payrolls. To receive payment, the Forms 838 and 832 shall be completed in full and the Contractor shall abe in compliance with all requirements of this specification and the provisions of FHWA 1273, April 12, 2007 3 ON THE JOB TRAINING 13. Failure to provide the required training impedes the Department's federal mandate to bring women and minorities into the construction industry. Although precise damages to the program are difficult to calculate, they are, at a minimum, equivalent to the loss to the individuals who were the intended beneficiaries of the program. Therefore, where the Contractor fails to provide the required number of training hours and has failed to establish why the Contractor was unable to do so, the Contractor will be assessed an amount equal to the following damages to be deducted from the final progress payment: A sum representing the number of training hours specified in the Contract, minus the number of training hours worked as certified on Form 832, multiplied by the journey worker hourly wages plus fringe benefits [(A hours — B hours worked) x (C dollar per hour + D fringe benefits)] = Damages Assessed. The journey worker scale is that for the skilled craft identified on the contract's wage decision document. The Engineer will provide the Contractor with a written Default Notice during acceptance of the project informing the Contractor of the noncompliance with this specification, in accordance with subsection 108.09, which will include a calculation of the damages to be assessed. (b) Standard Training Program If the Contractor is not participating in the Department's Colorado Training Program, the training shall be ,j provided according to the following in addition to the general requirements outlined above in part (a): 1. The number of training hours for the trainees to be employed on the project shall be as shown in the Contract. The trainees or apprentices employed under the Contract shall be registered with the Department using Form 838. 2. Subcontractor trainees who are enrolled in an approved Program may be used by the Contractor to satisfy the requirements of this specification. " 3. At least ten working days prior to the first progress payment to be made after work has begun, the Contractor shall submit to the Engineer documentation showing DOL or FHWA approval of the LI[ Contractor's training program, a plan that identifies total training hours for each trainee, and the construction phase for training each of the proposed trainees, including the duration, for this specific project. u Progress payments may be withheld until this plan is submitted and approved and may be withheld if the approved plan is not followed. 4. A trainee shall begin work on the project as soon as possible and shall be utilized in accordance with the `J applicable training program and as long as meaningful training opportunities exist. It is not required that ^ all trainees be utilized on the project for the entire length of the Contract. 5. The Contractor will be reimbursed 80 cents per hour for each approved apprentice or trainee required by u the Department. r- & In order to receive reimbursement, the Contractor shall provide on Form 832 the number of training hours specified in the OJT goal assigned to the project. Reimbursement will be made only for hours worked by an apprentice or trainee who has been approved by the Department to meet the OJT training requirement. 7. The OJT goal for the project will be included in the Project Special Provisions and will be determined by ^ the Regional Civil Rights Manager after considering: A. Availability of minorities, women, and disadvantaged for training; y B. The potential for effective training; C. Duration of the Contract; u u 00410 continued 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. IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals this 13th day of September , 2007 , 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 Naranjo Civil Constructors, Inc 1863 Second Avenge Address: Greeley, CO t 31 By NOTE 5'aAji,%3 LX'5g 'tT , VP (SEAL) SURETY Westfield Insurance Company 6300 S Syracuse Way, Suite 230 E-nqlewjDQd. CO 8011 I•• F:a Title: KarenA Feggestad Attorney-in;Faat,,,,, :A v e0Lk" 7 t .e A /'' ,.. � r• ..... (SEAL) �y _t :4t `gyp, Surety Companies executing bonds must be authorized to transact business in the State of Colorado and be acceptable to the Owner. MOODY INSURANCE AGENCY, INC. 3773 CHERRY CREEK NORTH DRIVE, SUITE 800 DENVER, COLORADO 80209.3804 PHONE (303) 824-6600 N April 12, 2007 pt If 4 ON THE JOB TRAINING D. Dollar value of the Contract; E. Total normal work force that the average bidder could be expected to use, F. Geographic location; G. Type of work, and H. The need for additional journey workers in the area, 8. The guidelines for contract dollar value, minimum total training hours, and maximum reimbursement are as follows: Category ° Contract dollar value , Minimum total training , Maximum N '+' (';; ` +hours to be provided ren latirserr V� tl t �. U 9 t the s..� profec# A Up to 1 million 0 0 i B illion}....v $600' ' I dN.:U aa3r j .LF .. f G C >2 - 4 million 640 $800 ` ` ,A280E+ 4`� D 54 6 million ,I' l + r $1400 Vff _..U++' E >6 - 8 million 1600 $1700 F i r + >B 12 million 2, np G >12 - 16 million 2240 $2,400 0.�, +s c + >16 x20 mdhon- 2560 $2600 For each increment of 4 $5 million, over $20 1280 $1400 million 9. The Contractor shall have fulfilled its responsibilities under this specification if the CDOT Regional Civil Rights Manager has determined that it has provided acceptable number of training hours specified in the Contract in accordance with this specification. (c) Colorado Training Program. If the Contractor has a current approved Colorado Training Program plan, the training shall be provided according to the following in addition to the general requirements outlined in part (a) above when applicable. 1. The Contractor shall comply with the requirements of the Department's procedures as defined in this specification. 2. If the Contractor has an approved Colorado Training Program, then it shall be exempted from the contract OJT goal, but not from the requirement to provide training in accordance with the Contractor's approved training plan. Contractors shall have an approved Colorado Training Program Plan for the calendar year to be able to use this option. Contractors who do not have an approved Colorado Training Program Plan shall comply with the requirements of part (b) of this specification. 3. Each trainee enrolled in the Colorado Training Program will receive a minimum of 1200 hours per year of on the job training. Up to 200 hours of offsite classroom training can be included in the 1200 hours minimum. The trainee's hours per year may be on CDOT or non-CDOT projects. A u April 12, 2007 5 ON THE JOB TRAINING u 4. At least ten working days prior to the first progress payment to be made after work has begun, the Contractor shall submit to the Engineer documentation showing DOL or CDOT approval of the v Contractor's training program and proof of good standing in the Colorado Training Program. The Contractor will be reimbursed $4.80 per hour for each approved apprentice or trainee required by the Department and documented on Form 832, but not more than the OJT Force Account budget unless approved by the Engineer by Change Order. Of the $4.80 per hour reimbursed to the Contractor, any amount over $0.80 per hour shall be forwarded by the Contractor to the trade or labor organization(s) or other CDOT-approved sponsor through which the Contractor obtains its trainees or apprentices (sponsor) and shall be spent for training and recruitment. The Department will not reimburse for classroom training or training provided on non-CDOT projects. The Contractor shall make every effort to enroll minority and female trainees and apprentices from within the Contractor's workforce and from the community by recruiting through public and private sources likely to yield minority and women trainees to the extent which these recruits are available in the geographic area. 6. The Contractor will be considered in compliance with the requirements of the Colorado Training Program when the Contractor demonstrates to the Department that it has met the requirements described in this specification and the Contractor's approved Colorado Training Program Training Plan. J 7. Contractors who are in compliance with the Colorado Training Program will receive hours credit for their trainees whether they work on a CDOT or a non-CDOT project. Contractors will be reimbursed by CDOT only for hours worked on CDOT projects. 8. The Contractor shall comply with the affirmative action requirements in their approved Colorado Training Program Plan. u 9. The minimum required number of trainees to be employed by the Contractor shall be as shown in the Contractor's approved Colorado Training Program Plan. To be entitled to participate in the Colorado Training Program, the Contractor agrees to a minimum trainee commitment based on the Contractor's average annual dollar amount of contracts with CDOT over the last three calendar years. One trainee is required for every four million dollars of contract work with the Department. Please refer to the following table for the number of trainees required. A Contractor or their program sponsor may obtain its three year average by contacting the OJT Manager at the CDOT Center for Ec ual Opportunity, 303-757-9234. 10. The Contractor shall have fulfilled its responsibilities described in this special provision if it has remained in compliance with the Colorado Training Program during the life of the Contract. II 17 L, Augustl,2005 N I 1 REQUIRED CONTRACT PROVISIONS FEDERAL -AID CONSTRUCTION CONTRACTS Attached is Form FHWA 1273 titled Required Contract Provisions Federal -Aid Construction Contracts. As described in Section I. General, the provisions of Form FHWA 1273 apply to all work performed under the Contract and are to be included in all subcontracts. August 1, 2005 2 REQUIRED CONTRACT PROVISIONS FEDERAL -AID CONSTRUCTION CONTRACTS FH W A-1273 Elegronic version -- Mar& 10 1994 REQUIRED CONTRACT PROVISIONS FEDERAL -AID CONSTRUCTION CONTRACTS 6. Selection of Labor: During the performance of this con - Page tract, the contractor shall not: I. General.........................................................1 If. Nondiscrimination............................................1 III. Nonsegrated Facilities......................................3 IV. Payment of Predetermined Minimum Wage... ....... 3 V. Statements and Payrolls...................................6 VI. Record of Materials. Supplies, and Labor.............6 VII. GeneralSubletting or Assigning the Contract ......... 7 Vill. Safety: Accident Prevention...............................7 IX. False Statements Concerning Highway Projects...7 X. Implementation of Clean Air Act and Federal Water Pollution Control Act................................8 XI. Certification Regarding Debarment. Suspension...... Ineligibility. and Voluntary Exclusion..................8 Al. Certification Regarding Use of Contract Funds for... Lobbying... .................................. ................ 9 ATTACHMENTS A. Employment Preference for Appalachian Contracts (included in Appalachian contracts only) I. GENERAL 1. These contract provisions shall apply to all work performed on the contract by the contractor's own organization and with the assistance of workers under the contractor's immediate superin- tendence and to all work performed on the contract by piecework, station work, or by subcontract. 2. Except as otherwise provided for in each section, the contractor shalt insert in each subcontract all of the stipulations contained in these Required Contract Provisions, and further require their inclusion in any lower tier subcontract or purchase order that may in turn be made. The Required Contract Provisions shall not be incorporated by reference in any case. The prime contractor shall be responsible for compliance by any subcontrac- tor or lower tier subcontractor with these Required Contract Provisions. 3. A breach of any of the stipulations contained in these Required Contract Provisions shall be sufficient grounds for termination of the contract. 4. A breach of the following clauses of the Required Contract Provisions may also be grounds for debarment as provided in 29 CFR 5,12: Section I, paragraph 2: Section IV, paragraphs 1. 2.. 3, 4, and 7; Section V, paragraphs 1 and 2a through 2g. 5. Disputes arising out of the labor standards provisions of Section IV (except paragraph 5) and Section V of these Required Contract Provisions shall not be subject to the general disputes clause of this contract. Such disputes shall be resolved in accor- dance with the procedures of the U.S. Department of Labor (DOL) as set forth in 29 CFR 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 DOL, or the contractor's employees or their representatives. a. discriminate against labor from any other State, posses- sion, or territory of the United States (except for employment preference for Appalachian contracts, when applicable, as specified in Attachment A), or b. employ convict labor for any purpose within the limits of the project unless it is labor performed by convicts who are on parole, supervised release, or probation. (Applicable to all Federal -aid construction contracts and to all related subcontracts of $10,000 or more.) 1. Equal Employment Opportunity: Equal employment opportunity (EEO) requirements not to discriminate and to take affirmative action to assure equal opportunity as set forth under laws, executive orders, rules, regulations (28 CFR 35, 29 CFR 1630 and 41 CFR 60) and orders of the Secretary of Labor as modified by the provisions prescribed herein, and imposed pursuant to 23 U.S.C. 140 shall constitute the EEO and specific affirmative action standards for the contractor's project activities under this contract. The Equal Opportunity Construction Contract Specifications set forth under 41 CFR 60-4.3 and the provisions of the American Disabilities Act of 1990 (42 U.S.C. 12101 et sea,) set forth under 28 CFR 35 and 29 CFR 1630 are incorporated by reference in this contract. In the execution of this contractthe contractor agrees to comply with the following minimum specific requirement activities of EEO: a. The contractor will work with the State highway agency fSHA) and the Federal Government in carrying out EEO obliga- tions and in their review of his/her activities under the contract. b. The contractor will accept as his operating policy the following statement: "It is the policy of this Company to assure that applicants are employed, and that employees are treated during employment, without regard to their race, religion, sex, color, national origin, age or disability. Such action shall include: 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, preapprenliceship, and/or on-lhe-job training." 2. EEO Officer: The contractor will designate and make known to the SHA contracting officers an EEO Officer who will have the responsibility for and must be capable of effectively administering and promoting an active contractor program of EEO and who must be assigned adequate authority and responsibility to do so. 3. Dissemination of Policy: All members of the contractor's staff who are authorized to hire, supervise, promote, and discharge employees, or who recommend such action, or who are substantially involved in such action. will be made fully cognizant of, and will implement, the contractor's EEO policy and contractual responsibilities to provide EEO in each grade and classification of employment. To ensure that the above agreement will be met, the following actions will be taken as a minimum: a. Periodic meetings of supervisory and personnel office employees will be conducted before the start of work and then not August 1, 2005 E 3 REQUIRED CONTRACT PROVISIONS FEDERAL -AID CONSTRUCTION CONTRACTS less often than once every six months, at which time the contract- or's EEO policy and its implementation will be reviewed and explained. The meetings will be conducted by the EEO Officer. b. All new supervisory or personnel office employees will be given a thorough indoctrination by the EEO Officercovering all major aspects of the contractor's EEO obligations within thirty days following their reporting for duty with the contractor. c. All personnel who are engaged in direct recruitment for the project will be instructed by the EEO Officer in the contractor's procedures for locating and hiring minority group employees. d. Notices and posters setting forth the contractor's EEO policy will be placed in areas readily accessible to employees, applicants for employment and potential employees. e. The contractor's EEO policy and the procedures to implement such policy will be brought to the attention of employ- ees by means of meetings, employee handbooks, or other appropriate means. 4. Recruitment: When advertising for employees, the contrac- tor will include in all advertisements for employees the notation: "An Equal Opportunity Employer." All such advertisements will be placed in publications having a large circulation among minority groups in the area from which the project work force would normally be derived. a. The contractor will, unless precluded by a valid bargain- ing agreement, conduct systematic and direct recruitment through public and private employee referral sources likely to yield qualified minority group applicants. To meet this requirement, the contrac- tor will identify sources of potential minority group employees, and establish with such identified sources procedures whereby minority group applicants may be referred to the contractor for employment consideration. b. In the event the contractor has a valid bargaining agree- ment providing for exclusive hiring hall referrals, he is expected to observe the provisions of that agreement to the extent that the system permits the contractor's compliance with EEO contract provisions. (The DOL has held that where implementation of such agreements have the effect of discriminating against minorities or women, or obligates the contractor to do the same, such imple- mentation violates Executive Order 11246, as amended.) c. The contractor will encourage his present employees to refer minority group applicants for employment. Information and procedures with regard to referring minority group applicants will be discussed with employees. S. Personnel Actions: Wages.. working conditions, and employee benefits shall be established and administered, and personnel actions of every type, including hiring.. upgrading, promotion, transfer, demotion, layoff, and termination, shall be taken without regard to racecolor. religion, sex, national origin, age or disability. The following procedures shall be followed: a. The contractor will conduct periodic inspections of project sites to insure that working conditions and employee facilities do not indicate discriminatory treatment of project site personnel. b. The contractor will periodically evaluate the spread of wages paid within each classification to determine any evidence of discriminatory wage practices. c. The contractor will periodically review selected personnel actions in depth to determine whether there is evidence of discrimination. Where evidence is found.. the contractor will promptly take corrective action. If the review indicates that the discrimination may extend beyond the actions reviewed, such corrective action shall include all affected persons. d. The contractor will promptly investigate all complaints of alleged discrimination made to the contractor in connection with his obligations under this contract. will attempt to resolve such complaints, and will take appropriate corrective action within a reasonable time. If the investigation indicates that the discrimina- tion may affect persons other than the complainant, such correc- tive action shall include such other persons. Upon completion of each investigation, the contractor will inform every complainant of all of his avenues of appeal. 6. Training and Promotion: a. The contractor will assist in locating, qualifying, and increasing the skills of minority group and women employees, and applicants for employment. b. Consistent with the contractor's work force requirements and as permissible under Federal and State regulations, the contractor shall make full use of training programs, i.e., appren- ticeship, and on-the-job training programs for the geographical area of contract performance. Where feasible, 25 percent of apprentices or trainees in each occupation shall be in their first year of apprenticeship or training. In the event a special provision for training is provided under this contract, this subparagraph will be superseded as indicated in the special provision. c. The contractor will advise employees and applicants for employment of available training programs and entrance require- ments for each. d. The contractor will periodically review the training and promotion potential of minority group and women employees and will encourage eligible employees to apply for such training and promotion. 7. Unions: If the contractor relies in whole or in part upon unions as a source of employees, the contractor will use his/her best efforts to obtain the cooperation of such unions to increase opportunities for minority groups and women within the unions, and to effect referrals by such unions of minority and female employees. Actions by the contractor either directly or through a contractors association acting as agent will include the procedures set forth below: a. The contractor will use best efforts to develop, in cooperation with the unions, joint training programs aimed toward qualifying more minority group members and women for member- ship in the unions and increasing the skills of minority group employees and women so that they may quality for higher paying employment. b. The contractor will use best efforts to incorporate an EEO clause into each union agreement to the end that such union will be contractually bound to refer applicants without regard to their race, color, religion, sex, national origin. age or disability. c. The contractor is to obtain information as to the referral practices and policies of the labor union except that to the extent such information is within the exclusive possession of the labor union and such labor union refuses to furnish such information to the contractorthe contractor shall so certify to the SHA and shall set forth what efforts have been made to obtain such information. d. In the event the union is unable to provide the contractor with a reasonable flow of minority and women referrals within the time limit set forth in the collective bargaining agreement, the contractor will, through independent recruitment efforts. fill the employment vacancies without regard to race, color, religion., sex, nk 4 REQUIRED CONTRACT PROVISIONS FEDERAL -AID CONSTRUCTION CONTRACTS national origin, age or disability; making full efforts to obtain qualified and/or qualifiable minority group persons and women. (The DOL has held that it shall be no excuse that the union with which the contractor has a collective bargaining agreement provid- ing for exclusive referral failed to refer minority employees.) In the event the union referral practice prevents the contractor from meeting the obligations pursuant to Executive Order 11246, as amended, and these special provisions, such contractor shall immediately notify the SHA. 8. Selection of Subcontractors, Procurement of Materials and Leasing of Equipment: The contractor shall not discriminate on the grounds of racecolor, religion., sex, national origin. age or disability in the selection and retention of subcontractors, including procurement of materials and leases of equipment. a. The contractor shall notify all potential subcontractors and suppliers of his/her EEO obligations under this contract. b. Disadvantaged business enterprises (DBE), as defined in 49 CFR 23shall have equal opportunity to compete for and perform subcontracts which the contractor enters into pursuant to this contract. The contractor will use his best efforts to solicit bids from and to utilize DBE subcontractors or subcontractors with meaningful minority group and female representation among their employees. Contractors shall obtain lists of DBE construction firms from SHA personnel. c. The contractor will use his best efforts to ensure subcon- tractor compliance with their EEO obligations. 9. Records and Reports: The contractor shall keep such records as necessary to document compliance with the EEO requirements. Such records shall be retained for a period of three years following completion of the contract work and shall be available at reasonable times and places for inspection by autho- rized representatives of the SHA and the FHWA. a. The records kept by the contractor shall document the following: (1) The number of minority and non -minority group members and women employed in each work classification on the project; (2) The progress and efforts being made in cooperation with unions, when applicable, to increase employment opportuni- ties for minorities and women; (3) The progress and efforts being made in locating, hiring, training, qualifying, and upgrading minority and female employees; and (4) The progress and efforts being made in securing the services of DBE subcontractors or subcontractors with meaningful minority and female representation among their employees. b. The contractors will submit an annual report to the SHA each July for the duration of the project, indicating the number of minority, women, and non -minority group employees currently engaged in each work classification required by the contract work. This information is to be reported on Form FHWA-1391. If on -the - job training is being required by special provision, the contractor will be required to collect and report training data. 111. NONSEGREGATED FACILITIES (Applicable to all Federal -aid construction contracts and to all related subcontracts of $10.000 or more.) a. By submission of this bid, the execution of this contract or subcontract, or the consummation of this material supply agree - August 1, 2005 ment or purchase order, as appropriate, the bidder, Federal -aid construction contractor, subcontractor, material supplier, or vendor, as appropriate. certifies that the firm does not maintain or provide for its employees any segregated facilities at any of its establishments, and that the firm does not permit its employees to perform their services at any location, under its control, where segregated facilities are maintained. The firm agrees that a breach of this certification is a violation of the EEO provisions of this contract. The firm further certifies that no employee will be denied access to adequate facilities on the basis of sex or disability. Id. As used in this certification, the term "segregated facilities" means any waiting rooms, work areas, restrooms and washrooms, restaurants and other eating areastimeclocks, locker rooms, and other storage or dressing areas, parking lots, drinking fountains, recreation or entertainment areas, transportation, and housing facilities provided for employees which are segregated by explicit directive.. or are, in fact, segregated on the basis of race, color, religion, national onam, age or disability, because of habit. local custom, or otherwise. The only exception will be for the disabled when the demands for accessibility override (e.g. disabled parking). c. The contractor agrees that it has obtained or will obtain identical certification from proposed subcontractors or material suppliers prior to award of subcontracts or consummation of material supply agreements of $10,000 or more and that it will retain such certifications in its files. IV. PAYMENT OF PREDETERMINED MINIMUM WAGE (Applicable to all Federal -aid construction contracts exceeding $2,000 and to all related subcontracts, except for projects located on roadways classified as local roads or rural minor collectors, which are exempt.) 1. General: a. All mechanics and laborers employed or working upon the site of the work 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 (29 CFR 3) issued by the Secretary of Labor under the Copeland Act .(40 U.S.C. 276c)] the full amounts of wages and bona fide fringe benefits (or cash equivalents thereof) due at time of payment. The payment shall be computed at wage rates not less than those contained in the wage determination, of the Secretary of Labor (hereinafter "the wage determination") which is attached hereto and made a part hereof, regardless of any contractual relationship which may be alleged to exist between the contractor or its subcontractors and such laborers and mechanics. The wage determination (including any additional classifications and waste rates conformed under paragraph 2 of this Section IV and the DOL poster (WH-1321) or Form FHWA-1495) shall be posted at all times by the contractor and its subcontractors at the site of the work in a prominent and accessible place where it can be easily seen by the workers. For the purpose of this Section, contributions made or costs reasonably anticipated for bona fide fringe benefits under Section 1(b)(2) of the Davis -Bacon Act (40 U.S.C. 276a) on behalf of laborers or mechanics are considered wages paid to such laborers or mechanics, subject to the provi- sions of Section IV, paragraph 3b, hereof. Also, for the purpose of this Section, 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.. August1,2005 M 5 REQUIRED CONTRACT PROVISIONS FEDERAL -AID CONSTRUCTION CONTRACTS without regard to skill, except as provided in paragraphs 4 and 5 of this Section IV. b. 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. c. All rulings and interpretations of the Davis -Bacon Act and related acts contained in 29 CFR 1, 3, and 5 are herein incorpo- rated by reference in this contract. 2. Classification: a. The SHA contracting officer shall require that any class of laborers or mechanics employed under the contract, which is not listed in the wage determination. shall be classified in conformance with the wage determination. b. The contracting officer shall approve an additional classification, wage rate and fringe benefits only when the following criteria have been met: (1) the work to be performed by the additional classifi- cation requested is not performed by a classification in the wage determination; (2) the additional classification is utilized in the area by the construction industry: (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, when such a classification prevails in the area in which the work is performed. c. If the contractor or subcontractors, as appropriate.. the laborers and mechanics (if known) to be employed in the addition- al classification 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 DOL, Administrator of the Wage and Hour Division, Employment Stan- dards Administration, Washington, D.C. 20210. The Wage and Hour 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. d. In the event the contractor or subcontractors, as appro- priate, the laborers or mechanics to be employed in the additional 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 recommenda- tion of the contracting officer, to the Wage and Hour Administrator for determination. Said Administrator, or an authorized represen- tative, 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 e. The wage rate (including fringe benefits where appropri- ate) determined pursuant to paragraph 20 or 2d of this Section IV shall be paid to all workers performing work in the additional classification from the first day on which work is performed in the classification. 3. Payment of Fringe Benefits: a. Whenever the minimum wage rate prescribed in the contract for a class of laborers or mechanics includes a fringe benefit which is not expressed as an hourly rate, the contractor or subcontractors, as appropriate, shall either pay the benefit as stated in the wage determination or shall pay another bona fide fringe benefit or an hourly case equivalent thereof. b. If the contractor or subcontractor, as appropriate., does not make payments to a trustee or other third person, he/she may consider as a 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 Secre- tary 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. 4. Apprentices and Trainees (Programs of the U.S. DOL) and Helpers: a. Apprentices: (1) 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 DOL, Employment and Training Administration, Bureau of Apprenticeship and Trainingor with a State apprenticeship agency recognized by the Bureau, or if a person is employed in his/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 Apprenticeship and Training or a State apprenticeship agency (where appropriate) to be eligible for probationary employment as an apprentice. (2) The allowable ratio of apprentices to journeyman - level employees 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 employee 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 listed in the wage determination for the classification of work actually performed. In addition, any appren- tice 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 or subcontractor is performing construction on a project in a locality other than that in which its program is registered, the ratios and wage rates (ex- pressed in percentages of the journeyman -level hourly rate) specified in the contractor's or subcontractor's registered program shall be observed. (3) 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 journeyman -level 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. It the Administrator for the Wage and Hour Division determines that a different practice prevails for the applicable apprentice classification, fringes shall be paid in accordance with that determination. (4) In the event the Bureau of Apprenticeship and Training, or a State apprenticeship agency recognized by the U August 1, 2005 6 REQUIRED CONTRACT PROVISIONS FEDERAL -AID CONSTRUCTION CONTRACTS Bureau, withdraws approval of an apprenticeship program., the contractor or subcontractor will no longer be permitted to utilize apprentices at less than the applicable predetermined rate for the comparable work performed by regular employees until an accept- able program is approved. b. Trainees: (1) 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 DOL, Employ- ment and Training Administration. (2) The ratio of trainees to journeyman -level employees on the job site shall not be greater than permitted under the plan approved by the Employment and Training Administration. Any employee listed on the payroll at a trainee rate who is not regis- tered and participating in a training plan approved by the Employ- ment and Training Administration shall be paid not less than the applicable wage rate on the wage determination for the classifica- tion of work actually performed. In addition, any trainee perform- ing 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. (3) Every trainee must be paid at not less than the rate specified in the approved program for his/her level of progress, expressed as a percentage of the journeyman -level 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 -level wage rate on the wage determination which provides for less than full fringe benefits for apprentices, in which case such trainees shall receive the same fringe benefits as apprentices. (4) In the event the Employment and Training Adminis- tration withdraws approval of a training program, the contractor or subcontractor 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. c. Helpers: Helpers will be permitted to work on a project if the helper classification is specified and defined on the applicable wage determination or is approved pursuant to the conformance procedure set forth in Section IV.2. Any worker listed on a payroll at a helper wage rate. who is not a helper under a approved defini- tion, shall be paid not less than the applicable wage rate on the wage determination for the classification of work actually per- formed. 5. Apprentices and Trainees (Programs of the U.S. DOT): Apprentices and trainees working under apprenticeship and skill training programs which have been certified by the Secretary of Transportation as promoting EEO in connection with Federal - aid highway construction programs are not subject to the require- ments of paragraph 4 of this Section IV. The straight time hourly wage rates for apprentices and trainees under such programs will be established by the particular programs. The ratio of apprentic- es and trainees to journeymen shall not be greater than permitted by the terms of the particular program. 6. Withholding: The BHA shall upon its own action or upon written request of an authorized representative of the DOL withhold, or cause to be withheld, from the contractor or subcontractor 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, as 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, em- ployed or working on the site of the work, all or part of the wages required by the contract, the SHA contracting officer may. after written notice to the contractor. 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. 7. Overtime Requirements: No contractor or subcontractor contracting for any part of the contract work which may require or involve the employment of laborers, mechanics, watchmen, or guards (including apprentices, trainees, and helpers described in paragraphs 4 and 5 above) shall require or permit any laborer, mechanic. watchman, or guard in any workweek in which he/she is employed on such work, to work in excess of 40 hours in such workweek unless such laborer, mechanic, watchman, or guard receives compensation at a rate not less than one -and -one-half times his/her basic rate of pay for all hours worked in excess of 40 hours in such workweek. 8. Violation: Liability for Unpaid Wages; Liquidated Damages: In the event of any violation of the clause set forth in paragraph 7 above, the contractor and any subcontractor responsible thereof shall be liable to the affected employee for his/her unpaid wages. In addition, such contractor and subcontractor shall be liable to the United States (in the case of work done under contract for the District of Columbia or a territory, to such District or to such territory) for liquidated damages. Such liquidated damages shall be computed with respect to each individual laborer, mechanic, watchman, or guard employed in violation of the clause set forth in paragraph 7, In the sum of $10 for each calendar day on which such employee was required or permitted to work in excess of the standard work week of 40 hours without payment of the overtime wages required by the clause set forth in paragraph 7. 9. Withholding for Unpaid Wages and Liquidated Damages: The BHA shall upon its own action or upon written request of any authorized representative of the DOL withhold, or cause to be withheld, from any monies 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 8 above. V. STATEMENTS AND PAYROLLS (Applicable to all Federal -aid construction contracts exceeding $2,000 and to all related subcontracts, except for projects located on roadways classified as local roads or rural collectors, which are exempt.) 1. Compliance with Copeland Regulations (29 CFR 3): u August 1, 2005 0 CI I REQUIRED CONTRACT PROVISIONS FEDERAL -AID CONSTRUCTION CONTRACTS The contractor shall comply with the Copeland Regulations of the Secretary of Labor which are herein incorporated by reference. 2, Payrolls and Payroll Records: a. Payrolls and basic records relating thereto shall be maintained by the contractor and each subcontractor during the course of the work and preserved for a period of 3 years from the date of completion of the contract for all laborers, mechanics, apprentices, trainees, watchmen, helpers, and guards working at the site of the work. b. The payroll records shall contain the name, social security number, and address of each such employee: his or her correct classification; hourly rates of wages paid (including rates of contributions or costs anticipated for bona fide fringe benefits or cash equivalent thereof the types described in Section I (b)(2)(13) of the Davis Bacon Act); daily and weekly number of hours worked; deductions made; and actual wages paid. In addition, for Appalachian contracts, the payroll records shall contain a notation indicating whether the employee does, or does not, normally reside in the labor area as defined in Attachment A. paragraph 1. Whenever the Secretary of Labor, pursuant to Section IV, paragraph 3b, has found 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 and each subcontractor shall maintain records which show that the commit- ment to provide such benefits is enforceable, that the plan or program is financially responsible, that the plan or program has been communicated in writing to the laborers or mechanics affected, and show the cost anticipated or the actual cost incurred in providing benefits. Contractors or subcontractors employing apprentices or trainees under approved programs shall maintain written evidence of the registration of apprentices and trainees, and ratios and wage rates prescribed in the applicable programs. c. Each contractor and subcontractor shall furnish, each week in which any contract work is performed, to the BHA resident engineer a payroll of wages paid each of its employees (including apprentices, trainees, and helpers, described in Section IV, para- graphs 4 and 5, and watchmen and guards engaged on work during the preceding weekly payroll period). The payroll submitted shall set out accurately and completely all of the information required to be maintained under paragraph 2b of this Section V. 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 029-005-0014-1), U.S. Government Printing Office, Washington, D.C. 20402. The prime contractor is responsible for the submis- sion of copies of payrolls by all subcontractors. d. Each payroll submitted shall be accompanied by a "Statement of Compliance,' signed by the contractor or subcon- tractor or his/her agent who pays or supervises the payment of the persons employed under the contract and shall certify the follow- ing: (1) that the payroll for the payroll period contains the information required to be maintained under paragraph 2b of this Section V and that such information is correct and complete; (2) that such 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 the Regulations, 29 CFR 3; (3) that each laborer or mechanic has been paid not less that the applicable wage rate and fringe benefits or cash equiva- lent for the classification of worked performed, as specified in the applicable wage determination incorporated into the contract. e. The weekly submission of a properly executed certifica- tion 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 2d of this Section V. f. The falsification of any of the above certifications may subject the contractor to civil or criminal prosecution under 18 U.S.C. 1001 and 31 U.S.C. 231. g. The contractor or subcontractor shall make the records required under paragraph 2b of this Section V available for inspec- tion, copying.. or transcription by authorized representatives of the BHA, the FHWA, or the DOL, and shall permit such repre- sentatives to interview employees during working hours on the job. If the contractor or subcontractor tails to submit the required records or to make them available, the BHA. the FHWA, the DOL, or all may, after written notice to the contractor, sponsor, applicant, or owner, take such actions 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. VI. RECORD OF MATERIALS, SUPPLIES, AND LABOR 1. On all Federal -aid contracts on the National Highway System, except those which provide solely for the installation of protective devices at railroad grade crossings, those which are constructed on a force account or direct labor basis.. highway beautification contracts, and contracts for which the total final construction cost for roadway and bridge is less than $1,000,000 (23 CFR 635) the contractor shall: a. Become familiar with the list of specific materials and supplies contained in Form FHWA-47, "Statement of Materials and Labor Used by Contractor of Highway Construction Involving Federal Funds" prior to the commencement of work under this contract. b. Maintain a record of the total cost of all materials and supplies purchased for and incorporated in the work, and also of the quantities of those specific materials and supplies listed on Form FHWA-47.. and in the units shown on Form FHWA-47. c. Furnish, upon the completion of the contract, to the BHA resident engineer on Form FHWA-47 together with the data required in paragraph 1 b relative to materials and supplies. a final labor summary of all contract work indicating the total hours worked and the total amount earned. 2. At the prime contractor's option, either a single report covering all contract work or separate reports for the contractor and for each subcontract shall be submitted. VII. SUBLETTING OR ASSIGNING THE CONTRACT 1. The contractor shall perform with its own organization contract work amounting to not less than 30 percent (or a greater percentage if specified elsewhere in the contract) of the total original contract price, excluding any specialty items designated by the State. Specialty items may be performed by subcontract and the amount of any such specialty items performed may be deducted from the total original contract price before computing t 8 REQUIRED CONTRACT PROVISIONS FEDERAL -AID CONSTRUCTION CONTRACTS the amount of work required to be performed by the contractor's own organization (23 CFR 635). a. "Its own organization" shall be construed to include only workers employed and paid directly by the prime contractor and equipment owned or rented by the prime contractor, with or without operators. Such term does not include employees or equipment of a subcontractor, assignee, or agent of the prime contractor. b. "Specialty Items" shall be construed to be limited to work that requires highly specialized knowledge., abilities, or equipment not ordinarily available in the type of contracting organizations qualified and expected to bid on the contract as a whole and in general are to be limited to minor components of the overall contract. 2. The contract amount upon which the requirements set forth in paragraph 1 of Section VII is computed includes the cost of material and manufactured products which are to be purchased or produced by the contractor under the contract provisions. 3. The contractor shall furnish (a) a competent superintendent or supervisor who is employed by the firm, has full authority to direct performance of the work in accordance with the contract requirements, and is in charge of all construction operations (regardless of who performs the work) and (b) such other of its own organizational resources (supervision. management, and engineering services) as the BHA contracting officer determines is necessary to assure the performance of the contract. 4. No portion of the contract shall be sublet, assigned or otherwise disposed of except with the written consent of the SHA contracting officer, or authorized representative, and such consent when given shall not be construed to relieve the contractor of any responsibility for the fulfillment of the contract. Written consent will be given only after the SHA has assured that each subcontract is evidenced in writing and that it contains all pertinent provisions and requirements of the prime contract. Vill. SAFETY: ACCIDENT PREVENTION 1. In the performance of this contract the contractor shall comply with all applicable Federal. State, and local laws governing safety., health, and sanitation (23 CFR 635). The contractor shall provide all safeguards, safety devices and protective equipment and take any other needed actions as it determines, or as the SHA contracting officer may determine, to be reasonably necessary to protect the life and health of employees on the job and the safety of the public and to protect property in connection with the performance of the work covered by the contract. 2. It is a condition of this contract, and shall be made a condition of each subcontract, which the contractor enters into pursuant to this contract, that the contractor and any subcontractor shall not permit any employee, in performance of the contract, to work in surroundings or under conditions which are unsanitary, hazardous or dangerous to his/her health or safety, as determined under construction safety and health standards (29 CFR 1926) promulgated by the Secretary of Laborin accordance with Section 107 of the Contract Work Hours and Safety Standards Act (40 U.S.C. 333), 3. Pursuant to 29 Cl 1926.3, it is a condition of this contract that the Secretary of Labor or authorized representative thereof, shall have right of entry to any site of contract performance to inspect or investigate the mailer of compliance with the construc- tion safety and health standards and to carry out the duties of the Secretary under Section 107 of the Contract Work Hours and Safety Standards Act (40 U.S.C. 333), IX. FALSE STATEMENTS CONCERNING HIGHWAY PROJECTS August 1, 2005 In order to assure high quality and durable construction in conformity with approved plans and specifications and a high degree of reliability on statements and representations made by engineerscontractors.. suppliers, and workers on Federal -aid highway projects, it is essential that all persons concerned with the project perform their functions 'as carefully, thoroughly, and honestly as possible. Willful falsification, distortion, or misrepre- sentation with respect to any facts related to the project is a violation of Federal taw. To prevent any misunderstanding regarding the seriousness of these and similar acts, the following notice shall be posted on each Federal -aid highway project (23 CFR 635) in one or more places where it is readily available to all persons concerned with the project: NOTICE TO ALL PERSONNEL ENGAGED ON FEDERAL -AID HIGHWAY PROJECTS 18 U.S.C. 1020 reads as follows: "Whoever, being an officer, agent, or employee of the United States. or of any State or Territory, or whoever, whether a person. association. firm, or corporation, knowingly makes any false statement, false representation, or false report as to the character, quality, quantity, or cost of the material used or to be used, or the quantity or quality o1 the work performed or to be performed, or the cost thereof in connection with the submission of plans, maps, specifications, contracts. or costs of construction on any highway or related project submitted for approval to the Secretary of Transportation; or Whoever knowingly makes any false statement, false represen- tation. false report or false claim with respect to the character, quality, quantity. or cost of any work performed or to be performed, or materials furnished or to be furnished, in connection with the construction of any highway or related project approved by the Secretary of Transportation; or Whoever knowingly makes any false statement or false repre- sentation as to material fact in any statement. certificate. or report submitted pursuant to provisions of the Federal -aid Roads Act approved July 21, 1916. (39 Stat. 355), as amended and supple- mented, Shall be fined not more that $10,000 or imprisoned not more than 5 years or both. " X. IMPLEMENTATION OF CLEAN AIR ACT AND FEDERAL WATER POLLUTION CONTROL ACT (Applicable to all Federal -aid construction contracts and to all related subcontracts of $100,000 or more.) By submission of this bid or the execution of this contract, or subcontract, as appropriate, the bidder, Federal -aid construction contractor, or subcontractor, as appropriate, will be deemed to have stipulated as follows: 1. That any facility that is or will be utilized in the performance of this contract, unless such contract is exempt under the Clean Air Act, as amended (42 U.S.C. 1857 or sec., as amended by Pub.L. 91-604), and under the Federal Water Pollution Control Act, as amended (33 U.S.C. 1251 et sec., as amended by Pub.L. 92-500), Executive Order 11738, and regulations in Implementation thereof (40 CFR 15) is not listed, on the date of contract award, on the U.S. Environmental Protection Agency (EPA) List of Violating Facilities pursuant to 40 CFR 15.20. THIS POWER OF ATTORNEY SUPERCEDES ANY PREVIOUS POWER BEARING THIS SAME POWER # AND ISSUED PRIOR TO 03107108, FOR ANY PERSON OR PERSONS NAMED BELOW POWER NO 0500152 07 G I Vill I Westfleld Insurance Co. Power of Attorney Westfield National Insurance Co. CERTIFIED COPY Ohio Farmers Insurance Co. Westfield Center, Ohio Know All Men by These Presents, That WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY, corporations, hereinafter referred to Individually as a 'Company' and collectively as "Companies,' duly organized and existing under the laws of the State of Ohio, and having Its principal office in Westfield Center, Medina County, Ohio, do by these presents make, constitute and appoint EVAN E MOODY, DANIEL S FINHOLM, VERA T KALBA, D N BROYLES, KAREN A. FEGOESTAD, SCOTT J HOWARD, JOINTLY OR SEVERALLY of DENVER and State of CO Its true and lawful Attorney(s)-In-Fact, with full power and authority hereby conferred In its name, place and stead, to execute, acknowledge and deliver any and all bonds, recognlzances, undertakings, or other Instruments or contracts of suretyship. . . . . . . . .. . . . .. . . .. .. . . . . .. . . . . . .. . . .. .. . . .. . . . . . . .. . . . . .. . .. . aLIMITATION THIS POWER OF ATTORNEY CANNOT BE USED TO EXECUTE NOTE GUARANTEE, MORTGAGE DEFICIENCY, MORTGAGE G A A TE , OR BANK DEPOSITORY BONDS and to bind any of the Companies thereby as fully and to the same extent as If such bonds were signed by the President, sealed with the corporate seal of the applicable Company and duly attested by Its Secretary, hereby ratifying and confirming all that the said Attornay(s)-In-Fact may do In the premises, Said appointment Is made under and by authority of the following resolution adopted by the Board of Directors of each of the WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY. 'Be It Resolved, that the President, any Senior Ekecutivei any Secretary or any Fldelity ti, Surety Operations Executive or other Executive shall be and Is hereby vested with full power and authority to appoint any one or more Suitable persons as Attorneys) -In -Fact to represent and act for and on behalf of the Company subject to the following provisions' The Attorney-Itl4ocl, may be given full power and authority for and In the name of and on behalf of the Company, to exeeuts, acknowledge and delver, any and all bondel recognlzances, contracts, agreements of Indemnity and other conditional or obligatory undertakings and any and all notices and documents canceling or terminating the Company's liability thereunder, and any such Instruments so executed by any such Attorney -In -Fact shall be as binding upon the Company as It signed by the President and sealed and attested by the Corporate Secretary' 'Be It Further Resolved, that the at nature of any such designated person and the seal of the Company heretofore or hereafter affixed to any Q paver of attorney or any certificate relating thereto by facsimile, and any power at attorney or certificate bearing facsimile signatures or facsimile seal shall be valid and gihding upon the Company with respect to any bond or undertaking to which It Is attached.' (Each adopted at a meeting S held on Februaryy.6, 9000), In witness Whereof, WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY have caused these presents to be signed by their Senior EMecudve and their corporate seals to be hereto affixed this 07th day of MARCH Am.y 2optit , .. - N..SL.!. c rpOralB �gSeals �'�,''pV •' ___ -Affixed �.fpIF •I•'1 ��. L I 2 N d?. State of Ohio '""'0i++"^" County of Medina as., """ ""n„ WESTFIELD INSURANCE COMPANY p.•,,�JL........,hs •,., t � - WESTFIELD NATIONAL INSURANCE COMPANYSA -- :�TE S OHIO FARMERS INSURANCE COMPANY A ,ia 1848 Richard L. Kinnalyd, Jr., Senior Executive On this 071h day of MARCH A.D, 20" , before me personally came Richard L. Kinnalyd, Jr. to me known, who, being by me duly sworn, did depose and say, that he resides In Medina Ohio; that he Is Senior Executive'of WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY, tho companies described In and which executed the above Instrument, that he knows the seals of said Companies; that the seals affixed to sold Instrument are such corporate seals; that they wore so affixed by order of the Boards of Directors of said Companies; and that he signed his name etthereto y)1 by like order. Notarial Seal at AAffixed, 0. L William J. Kahelin, A rney at Law, Notary Public Slate of Ohio 'll o My Commission Does Not Expire (Sad 147 03 Ohio Revised Code) County of Medina $a.: y� �•Z`� 1, Frank A. Canine, Secretary of WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY, de hereby certify that the above and foregoing Is a true and correct copy of a Power of Attorney, executed by said Compaa/#a, which Is still In full force and effect, and furthermore, the resolutions of the Boards of Directors, set out in the Power of Attorney are In full fohda andteffect In tHi(MMl9dlrky reof, I have hereunto set my hand and affixed the seals of said Companies at Westfield Center, Ohio, this 13thday of •. p, ,nNAI. ,, •. ttts �. _ ?m u1TEREpt t i{ SEAL //j� ry s fi ,r r ; ;;p S• 1948: Frank A. Carrind, Secret S`t"t° (06.02) August 1, 2005 N W. 9 REQUIRED CONTRACT PROVISIONS FEDERAL -AID CONSTRUCTION CONTRACTS 2. That the firm agrees to comply and remain in compliance with all the requirements of Section 114 of the Clean Air Act and Section 308 of the Federal Water Pollution Control Act and all regulations and guidelines listed thereunder. 3. That the firm shall promptly notify the BHA of the receipt of any communication from the Director, Office of Federal Activities, EPA, indicating that a facility that is or will be utilized for the contract is under consideration to be listed on the EPA List of Violating Facilities. 4, That the firm agrees to include or cause to be included the requirements of paragraph 1 through 4 of this Section X in every nonexempt subcontract, and further agrees to take such action as the government may direct as a means of enforcing such require- ments. XI. CERTIFICATION REGARDING DEBARMENT. SUSPENSION, INELIGIBILITY AND VOLUNTARY EXCLUSION 1. Instructions for Certification - Primary Covered Transac- tions: (Applicable to all Federal -aid contracts - 49 CFR 29) a. By signing and submitting this proposal, the prospective primary participant is providing the certification set out below. b. The inability of a person to provide the certification set out below will not necessarily result in denial of participation in this covered transaction. The prospective participant shall submit an explanation of why it cannot provide the certification set out below. The certification or explanation will be considered in connection with the department or agency's determination whether to enter into this transaction. However, failure of the prospective primary participant to furnish a certification or an explanation shall disqualk fy such a person from participation in this transaction. c. The certification in this clause is a material representation of fact upon which reliance was placed when the department or agency determined to enter into this transaction. It it is later determined that the prospective primary participant knowingly rendered an erroneous certification, in addition to other remedies available to the Federal Government, the department or agency may terminate this transaction for cause of default. d. The prospective primary participant shall provide immedi- ate written notice to the department or agency to whom this proposal is submitted if any time the prospective primary partici- pant learns that its certification was erroneous when submitted or has become erroneous by reason of changed circumstances. e. The terms "covered transaction," "debarred," "suspend- ed," "ineligible," "lower tier covered transaction," "participant," "person," 'primary covered transaction," "principal," 'proposal," and "voluntarily excluded," as used in this clause, have the meanings set out in the Definitions and Coverage sections of rules implementing Executive Order 12549, You may contact the department or agency to which this proposal is submitted for assistance in obtaining a copy of those regulations. L The prospective primary participant agrees by submitting this proposal that, should the proposed covered transaction be entered intoit shall not knowingly enter into any lower tier covered transaction with a person who is debarred, suspendeddeclared ineligible, or voluntarily excluded from participation in this covered transaction, unless authorized by the department or agency entering into this transaction. g. The prospective primary participant further agrees by submitting this proposal that it will include the clause titled "Cerlifi- cation Regarding Debarment. Suspension, Ineligibility and Volun- tary Exclusion -Lower Tier Covered Transaction," provided by the department or agency entering into this covered transaction, without modification, in all lower tier covered transactions and in all solicitations for lower tier covered transactions. In. A participant in a covered transaction may rely upon a certification of a prospective participant in a lower tier covered transaction that is not debarredsuspended, ineligible.. or volun- tarily excluded from the covered transaction, unless it knows that the certification is erroneous. A participant may decide the method and frequency by which it determines the eligibility of its principals. Each participant may.. but is not required to, check the nonprocurement portion of the "Lists of Parties Excluded From Federal Procurement or Nonprocurement Programs' (Nonprocure- ment List) which is compiled by the General Services Administra- tion. I. Nothing contained in the foregoing shall be construed to require establishment of a system of records in order to render in good faith the certification required by this clause. The knowledge and information of participant is not required to exceed that which is normally possessed by a prudent person in the ordinary course of business dealings. j. Except for transactions authorized under paragraph f of these instructions, it a participant in a covered transaction knowingly enters into a lower tier covered transaction with a person who is suspended, debarred, ineligibleor voluntarily excluded from participation in this transaction, in addition to other remedies available to the Federal Government. the department or agency may terminate this transaction for cause or default. Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion —Primary Covered Transactions 1. The prospective primary participant certifies to the best of its knowledge and belief, that it and its principals: a. Are not presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from covered transactions by any Federal department or agency; b. Have not within a 3-year period preceding this proposal been convicted of or had a civil judgement rendered against them for commission of fraud or a criminal offense in connection with obtaining, attempting to obtain. or performing a public (Federal, State or local) transaction or contract under a public transaction; violation of Federal or State antitrust statutes or commission of embezzlement. theft, forgery, bribery., falsification or destruction of records, making false statements, or receiving stolen property:. C. Are not presently indicted for or otherwise criminally or civilly charged by a governmental entity (Federal. State or local) with commission of any of the offenses enumerated in paragraph 1 b of this certification: and d. Have not within a 3-year period preceding this applica- tion/proposal had one or more public transactions (Federal, State or local) terminated for cause or default. 2. Where the prospective primary participant is unable to certify to any of the statements in this certification, such prospective participant shall attach an explanation to this proposal. M 10 REQUIRED CONTRACT PROVISIONS FEDERAL -AID CONSTRUCTION CONTRACTS 2. Instructions for Certification - Lower Tier Covered Transactions: (Applicable to all subcontracts.. purchase orders and other lower tier transactions of $25,000 or more - 49 CFR 29) a. By signing and submitting this proposal, the prospective lower tier is providing the certification set out below. b. The certification in this clause is a material representation of fact upon which reliance was placed when this transaction was entered into. If it is later determined that the prospective lower tier participant knowingly rendered an erroneous certification, in addition to other remedies available to the Federal Government, the department, or agency with which this transaction originated may pursue available remedies, including suspension and/or debarment. c. The prospective lower tier participant shall provide immediate written notice to the person to which this proposal is submitted if at any time the prospective lower tier participant learns that its certification was erroneous by reason of changed circum- stances. d. The terms "covered transaction," "debarred.' "suspend- ed." "ineligible," "primary covered transaction," "participant," "person," "principal," "proposal." and 'voluntarily excluded," as used in this clause, have the meanings set out in the Definitions and Coverage sections of rules implementing Executive Order 12549. You may contact the person to which this proposal is submitted for assistance in obtaining a copy of those regulations. e. The prospective lower tier participant agrees by submit- ting this proposal that, should the proposed covered transaction be entered into, it shall not knowingly enter into any lower tier covered transaction with a person who is debarred. suspended, declared ineligible.. or voluntarily excluded from participation in this covered transaction, unless authorized by the department or agency with which this transaction originated. f. The prospective lower tier participant further agrees by submitting this proposal that it will include this clause titled "Certification Regarding Debarment.. Suspension, Ineligibility and Voluntary Exclusion -Lower Tier Covered Transaction," without modification, in all lower tier covered transactions and in all solicitations for lower tier covered transactions. g. A participant in a covered transaction may rely upon a certification of a prospective participant in a lower tier covered transaction that is not debarred, suspended, ineligible, or volun- tarily excluded from the covered transactionunless it knows that the certification is erroneous. A participant may decide the method and frequency by which it determines the eligibility of its principals. Each participant may, but is not required to check the Nonprocurement List. L. Nothing contained in the foregoing shall be construed to require establishment of a system of records in order to render in good faith the certification required by this clause. The knowledge and information of participant is not required to exceed that which is normally possessed by a prudent person in the ordinary course of business dealings. I. Except for transactions authorized under paragraph e of these instructions, if a participant in a covered transaction knowingly enters into a lower tier covered transaction with a person who is suspended, debarred, ineligible, or voluntarily excluded from participation in this transaction, in addition to other remedies available to the Federal Government, the department or August 1, 2005 agency with which this transaction originated may pursue available remedies. including suspension and/or debarment. Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion --Lower Tier Covered Transactions: 1. The prospective lower tier participant certifies, by submission of this proposal, that neither it nor its principals is presently debarred. suspended, proposed for debarment, declared ineligible, or voluntarily excluded from participation in this transaction by any Federal department or agency. 2. Where the prospective lower tier participant is unable to certify to any of the statements in this certification, such prospec- tive participant shall attach an explanation to this proposal. XII. CERTIFICATION REGARDING USE OF CONTRACT FUNDS FOR LOBBYING (Applicable to all Federal -aid construction contracts and to all related subcontracts which exceed $100,000 - 49 CFR 20) 1. The prospective participant certifies, by signing and submit- ting this bid or proposal., to the best of his or her knowledge and belief, that: a. 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 any Federal 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. b. If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempt- ing to influence an officer or employee of any Federal 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. 2. 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. 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. 3. The prospective participant also agrees by submitting his or her bid or proposal that he or she shall require that the language of this certification be included in all lower tier subcontracts, which exceed $100,000 and that all such recipients shall certify and disclose accordingly. I SECTION 00420 STATEMENT OF BIDDER'S QUALIFICATIONS All questions must be answered and the data given must be clear and comprehensive. This statement must be notarized. If necessary, questions may be answered on separate attached sheets. The Bidder may submit any additional information he desires. 1. Name of Bidder. PAQ-P so G ttl- COtJSTPN cu�tp �`� �t�%0 2. Permanent main office address: -) 3. When organized: A/ I of 8 4. If a corporation, where incorporated: low 5. How many years have you been engaged in the contracting business under your present firm or trade name? & Ye 6. Contracts on hand: (Schedule these, showing the amount of each contract and the appropriate anticipated dates of completion.) 7 FA 9. a 10 0 u General character of Work performed by your company: Have you ever failed to complete any Work awarded to you? !fin If so, where and why? Have your ever defaulted on a contract? If so, where and why? Are you debarred by any government agency?1aa If yes list agency name. a7/96 M Section 00420 Page 1 11. List the more important protects recently completed by your company, stating the approximate cost of each, and the month and year completed, location and type of construction. SEA �T'Y�c.N-'L1� 12. List your ma3or equipment available for this contract. SF� 'QtT�`1'rc-1�r� 13. Experience an construction Work similar in importance to this pro]ect: a14. Background and experience of the principal members of your organization, including officers: a15. Credit available: $ SOO, OHO 16. Bank reference: LA)E-t.l_S 17. Will you, upon request, fill out a detailed financial statement and furnish any other information that may be required by the OWNER? a18. \j Are you licensed as a General CONTRACTOR? E S If yes, in what city, county and state? Lcrtir-Tsai, AayApA. Za-t-pXcL,�What class, license and numbers? cra� .Ayq-oQ A. 19. Do you anticipate subcontracting Work under this Contract? y If yes, what percent of total contract? .Z+O% and to whom? a 20. Are any lawsuits pending against you or your firm at this time?moo IF yes, DETAIL 7/96 Section 00420 Page 2 K C ill Q 21. What are the limits of your public liability? DETAIL What company? Miry )Nr,, ,ryo mac& 22. What are your company's bonding limitations? 3 M1X-LAMr a r^�uaaal S�c�1r L� 3otZ 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 10 0a this 13 day of 2007. Title: V State of COA-aR44C4 )o County of Q 7:S-ob4N LX-O"�e being duly sworn deposes and says that he is VP .and that (name of organization) the answers to the foregoing questions and all statements therein contained are trkx and correct. SuVia} alid sworn to before me this I ✓ day of a T_ _ 20� � yV'"ii°�P ap My commission Expires ,rq««h�f RYrn�n expires November 05, 2008 a r 7/96 Section 00420 Page 3 fl PAST PROJECT INFORMATION Owner Information Owner City of Greeley Owners Rep Wendy Daughtery, City Engineer Address 110010th Street, Suite 300. Greeley, CO 80631 Contact Phone Number (970) 336-4095 Project Information Project Title Promontory Pond Rehabilitation Project Location: Greeley, CO Project Description: 2200CY Earthwork, 3800 Ton Riprap, 1900 Ton Bedding, Pond Liner Repair, Structural Concrete Modifications Architect/Engineer Information ArchitecVEngineer Smith Geotechnical Address 1225 Red Cedar Circle, Suite H, Fort Collins, CO 80524 ePhone Number (970) 490-2620 Project Financial Information Original Contract Amount $ 476,759.00 Final Contract Amount $ 371,721 49 Change Order History Total Number of Change Orders 1 Total Amount of Change Orders $ 2,478.77 Page 1 of 3 C 0 f Ww i I I N PAST PROJECT INFORMATION Owner Information Owner Owners Rep Address Contact Phone Number Project Information Project Title. Project Location• Projed Description, a Arehitect/Enginser Information Architect/Engineer Address aPhone Number Project Financial Information Original Contract Amount Final Contract Amount Change Order History Total Number of Change Orders Total Amount of Change Orders N 1 N R. It 9 City of Evans Dawn Anderson, City Engineer 1100 37th Street, Evans, CO 80620 (970)475-1129 2006 Concrete Project Evans, CO Remove and replace concrete, 540OLF of new regional concrete trail, non potable pump station modifications Concrete Work Pump Station Work City of Evans Aqua Engineering 1100 37th Street, Evans, CO 4803 Innovation Or (970)475-1129 (970)229-9668 Page 2 of 3 409,200.00 445,086 80 7 35,886.80 , Fort Collins, CO PAST PROJECT INFORMATION Owner Information Owner Town of Johnstown Owners Rep Becky Ware, Project Manager Address 4601 DTC Boulevard, Suite 700, Denver, CO 80237 Contact Phone Number (303) 2212-7275 Project Information Project Ti0e, SH60 and Parish Ave Intersection Improvements Project Location. Johnstown, CO Project Description- Intersection reconstruction Remove asphalt and concrete, asphalt paving, concrete flatwork, waterline, storm sewer, signilization. Architect/Engineer Information Architect/Engineer PBSW Address 4601 DTC Boulevard, Suite 700, Denver, CO 80237 ePhone Number (303) 2212-7275 Project Financial Information Original Contract Amount $ 964,580.00 Final Contract Amount $ 999,873.00 Change Order History Total Number of Change Orders 5 Total Amount of Change Orders $ 35,293.00 Page 3 of 3 'r d I CURRENT PROJECT INFORMATION Owner Information Owner City of Golden Owners Rep Jeremy Reichert, Project Manger Q Address 1440 10th Street, Golden, CO 80401 Contact Phone Number (303) 384-8152 Project Information a Project TIBe: 2007 Concrete Replacement Project Location Golden, CO Project Description Remove and replace concrete. Storm drainage work. ArchltectlEngineer Information Architect/Engineer City of Golden Address 1440 10th Street, Golden, CO 80401 Phone Number (303) 384-8152 e Project Financial Information Original Contract Amount $ 500,000.00 Contract Remaining $ 400,000.00 Percent Complete 20% Q Scheduled Completion Date Nov-07 k lI r Page 1 of 6 M II COLORADO DEPARTMENT OF TRANSPORTATION Project No UNDERUTILIZED DBE (UDBE) BID CONDITIONS ASSURANCE Location Instructions Contractor— Complete and submit this form with your bid Report only Undemblized DBE (UDBE) participation percentages which qualify under the contract goal specification for this project POLICY It is the policy of the Colorado Department of Transportation that underutilized disadvantaged business enterprises have maximum opportunity to participate in the performance of contracts financed with federal, state or local entity funds ' UNDERUTILIZED DBE PARTICIPATION COMMITMENT 1) Will your company's Underublized DBE (UDBE) participation commitment meet contract goals9 ❑ Yes ❑ No 2) Total eligible Underublized DBE (UDBE) percentage amount from Box A below % 3 List the UDBE firms, committed work items, and eliibla UDBE percent of your bid that you are committing to each UDBE FIRM NAME CERTIFICATION COMMITTED SUBCONTRACT ELIGIBLE EXP DATE WORK ITEM(S) CATEGORY UDBE % ❑ Subcontractor 1 / / ❑ Supplier [I Broker % ❑ Subcontractor / ❑ Supplier El Broker ° �0 ❑ Subcontractor 3 / El Supplier ❑ Broker ° �O ❑ Subcontractor ❑ Supplier ❑Broker % - - ❑ Subcontractor 5 / El Supplier El Broker % ❑ Subcontractor 6 / / ❑ Supplier ❑ Broker % BOX A TOTAL ELIGIBLE UDBE PERCENTAGE AMOUNT (Round percentage amounts to the nearest hundredth) * Addibonal instructions on how to calculate the actual eligible amounts and percentages for the subcontractor, supplier, and broker categones are available on the 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 COOT Form #715 CERTIFICATION OF UNDERUTILIZED DBE PARTICIPATION for each firm listed on this form to the Transportation Department by 4 00 pm the day after the bids are opened The actual amounts submitted on each COOT Form #715 must equal or exceed the percentage commitments documented on this form In addition, if my company does not meet the DBEIUDBE goal for this project, I must submit a completed CDOT Form #71B DBE GOOD FAITH EFFORT DOCUMENTATION before the above stated deadline CDOT 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 prior to the bid opening will count as Good Faith Efforts I understand my obligation to abide by the policy stated above I 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 PENALITY 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 Previous editions may not be used CDOT Form 714 08/04 L 0 1 CURRENT PROJECT INFORMATION Owner Information Owner Owners Rep Address Contact Phone Number Project Information Project Title. Project Location: Project Description• ArchitectlEngineer 1 Architect/Engineer Address Phone Number QProject Financial In Original Contract Am Contract Remaining Percent Complete Scheduled Completio nfonnation formation ount n Date fi N City of Greeley Michael Forslund 1001 9th Ave, Greeley, CO 80631 (970)336-4092 2007 Shared Concrete Replacement Greeley, CO Remove and replace concrete City of Greeley 1001 9th Ave., Greeley, CO 80631 (970)336-4092 Page 2 of b 158,000.00 70,000 00 56% Sep-07 u I. l 0 LJ t- lr:J I L r j Hi 1, N Nil LI P, , CURRENT PROJECT INFORMATION Owner Information Owner Owners Rep Address Contact Phone Number Project Information Project Title - Project Location Project Description Architect/Engineer Information Architect/Engineer Address Phone Number Project Financial Information Original Contract Amount Contract Remaining Percent Complete Scheduled Completion Date Urban Drainage Flood Control District Jeff Fischer 2480 W. 26th Ave., Denver, CO 80211 (303)455-6277 Cherry Creek at Stroh Ranch Parker, CO Channel Grading, Sculpted Drop Structures, Riprap Basin Muller Engineering 777 S Wadsworth Boulevard, Lakewood, CO 80226 (303)988-4939 Page 3 of (o, 930,000.00 930,000 00 0% Nov-07 k*' CJ N I E L' CURRENT PROJECT INFORMATION Owner Information Owner Owners Rep Address Contact Phone Number Project Information Project Title: Project Location. Project Description - Arch IlectlEng Inee, Information Archlteet/Engineer Address Phone Number Project Financial Information Original Contract Amount Contract Remaining Percent Complete Scheduled Completion Date N �J E, q Town of Frederick Andy Jesik 451 Oak Street, Frederick, CO 80530 (303) 833-1416 WCR13 Median Frederick, CO Colored and patterned concrete median CMI Resources 451 Oak Street, Frederick, CO 80530 (303)833-1416 Page 4 of L 274,000.00 240,000.00 12% Jul-07 1 CURRENT PROJECT INFORMATION Owner Information Owner Town of Parker Owners Rep Tom Williams, City Engineer Address 20120 E. Mainstreet, Parker, CO 80138 Contact Phone Number (303) 840-9546 Project Information Project Trtle. Cherry Creek at Highlands Project Location Parker, CO Project Description Channel grading, trail replacement, storm culvert Architect/Engineer Information Architecl/Englneer Muller Engineering Address 777 S Wadsworth Boulevard, Lakewood, CO 80226 Phone Number (303)988-4939 Project Financial Information Original Contract Amount $ 53.000.00 Contract Remaining $ 53,000 00 Percent Complete 0% Scheduled Completion Date Jul-07 H in Iu N E=i 0.' Page 5 of t` a CURRENT PROJECT INFORMATION Owner Information Owner Town of Parker Owners Rep Tom Williams, City Engineer Address 20120 E. Malnstreel, Parker, CO 80138 Contact Phone Number (303) 840-9546 Project Information Project Title- Jordan Culvert Repairs Project Location Parker, CO Project Description- Repair metal arch pipe under Jordan Road Architect/Engineer Information e Architect/Engineer Muller Engineering Address 777 S. Wadsworth Boulevard, Lakewood, CO 80226 Phone Number (303) 988-4939 Project Financial Information Original Contract Amount $ 23.000 00 Contract Remaining $ 23,000.00 Percent Complete 0% Scheduled Completion Date Jul-07 N Page 6 of I, Le t5 EQUIPMENT VINISERIAL # 2004 Bobcat Skidsteer 5300 SIN 525811086 2004 Bobcat Skidsteer T250 Tracked Skid SIN 525611767 2004 Bobcat Mini - Excavator 442 SIN 522311534 2002 Koamtsu PC20OLC - 7L A86173 2004 John Deere 544H Wheel Loader 1998 Komatsu PC200 LC-6 A83877 1996 Case 621B Loader JEE0041490 1999 Komatsu PC60 56132 2001 CAT 246 Skid Loader 055ZO3021 DUMP TRUCKS 1992 Kenworth Tandem Dump Truck 1XKAD69X4NS579621 2007 Mack Tandem Dump Truck 1993 Kenworth Tractor 1NKDLR9X9PJ589078 1996 GMC Utility Dump Truck 1GDKC34J8TJ510658 PICK UPSISMALL VEHICLES 2006 Ford F150 STX Pickup 1FTRF14WX6NA34159 2005 Dodge Diesel Pickup 3D3KS28C55G708607 2005 Dodge Hemi Pickup 103HU181315J541426 2004 Ford F150 Pickup 1FTPW14524KD85676 2003 Toyota 4Runner JTEBU14R638000923 2003 Toyota SR5 4x4 Pickup 5TBBT441135411279 2003 Dodge D2500 Pickup 3D7KU26673G752305 2003 Chevy 01500 #43 2GCEC19X431237294 2003 Chevy C1500 #9 2GCEC19X331379877 2003 Chevy 2500 HD 4x4 1GCHK29GX3E111090 2002 GMC 2500 Utility Truck 4x4 1GDHK24UX2E149149 2001 Chevrolet Crew Cab 4x4 1GBJK33G01F144708 2001 Chevrolet Crew Cab4X2 1GBJC33G11F146786 2000 GMC Utility Fuel Truck 4X2 1GDGC24R8YR224615 1999 Dodge Turbo Diesel 2500 Extended Cab 4X4 1B7KF2363XJ544774 1999 Ford F350 Crew Cab 4X4 1 FDW W 37S3XED96290 1990 Dodge Diesel Pickup Utility 1B7KE2685LS686435 TRAILERS 2002 Wacker G25 Portable Generator Trailer 4TCSU02522HG20009 1999 Ingersoll Rand Generator Trailer 29671UAJ221 1999 Fontaine Lowboy Trailer 4LF4S5134X3508570 1995 Gold Star Trailer 4HLCH1621ST080982 1995 Maxey Trailer 1M9FT24T7S1104053 1991 Stnck Van Trader 1S11S8286ME336559 1991 Strick Van Trailer 1S11S8288ME336594 1972 Fruehauf Van Trailer BLP899218 2001 SUPTrailer- Geno's I S9HP1621 1 C243790 2001 SUP TRAILER 1S9TP14291C243596 2001 HMO Trader ID0319299CO 1981 HMD Trailer ID610581COL0 s F W N +r J N 0 Nc� 9 CONSTRUCTION Multhqup 2" Submersible Pump 3" Gas Trash Pump Honda GX120 4 0 HP Joint Saw Partner K950 14" Demo Saw Partner K950 14" Demo Saw Partner K950 14" Demo Saw 2002 Wylie Water Trailer 20D2 Laser Level Spectra Precision 2002 Topcon Pipe Laser 2001 Partner K950 16" Concrete Demo Saw w/blade 2001 Munro 3" Submersible Pump 2001 Munro 3" Submersible Pump 2001 Munro 3" Submersible Pump 2001 Georgia buggy - Concrete transport 2001 Georgia buggy - Concrete transport 2001 Bosch Rotary Hammer Drill 11227E 2001 Asphalt Cutting tool attachment 2000 Stanley Hydraulic Plate Compactor for CASE 580 2000 Honda Generator 5 5 hP 2000 Honda Generator 5 5 hP 1999 Honda Generator 6 5 hP 1998 Hydraulic Thumb Attachment for Komatsu PC200 1998 Wacker Jumping Jack 1998 Hotsy 550C 1997 Cat Forklift 5000 LB 1996 Multi - Quip Rammer MT-85H 1995 Multi - Quip Generator 6 5 hP 1995 Ground Pounder Plate Compactor (Honda) 1995 Ground Pounder Plate Compactor (Honda) 1995 Gar-Bro Concrete Bucket 1993 Ground Pounder Plate Compactor (Honda) 1988 Dayton Industrial Generator 11 hP Bomag BW605 Walk Behind Roller 1985 Lincoln Arc Welder (Portable) 1985 Clipper Concrete 14" Floor Saw w/ Diamond Blade Serial # 18606 Model # QP30 n/a TH' n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a We n/a n/a n/a n/a n/a Herman Naranjo President — Operations Superintendent EXPERIENCE SUMMARY Mr Naranjo has over 32 years of diverse experience in Concrete Construction in Colorado Mr Naranjo has been involved with the construction and construction management of concrete construction projects for over 30 years. Mr. Naranjo as Owner and President of Naranjo Civil Constructors, Inc., has built an organization that specializes in civil concrete structures through urban and rural waterways and complex street and trail reconstruction projects Mr Naranjo has owned and operated Naranjo Civil Constructors, Inc for 23 years and has built a solid reputation throughout the industry for his thorough knowledge of concrete construction operations and the application of the highest standards in safety, quality, and productivity RECENT PROJECT EXPERIENCE 7th Ave Bridge Reconstruction over the No. 3 Ditch Owner Contact: City of Greeley Scope of Work: Scope involves the demolition and replacement of existing bridge with a CIP 8 X 22 Concrete Box Culvert The project scope extends beyond a concrete structure in that it involves dewatenng, excavation, sub -grade replacement, backfill, installation of storm drainage systems, and street and pedestrian walkway reconstruction 36th Avenue Drainage Improvements Owner Contact: City of Evans Scope of Work: Scope involved the demolition and replacement of existing bridge with a CIP 4 X 8 Concrete Box Culvert. H + L Concrete, Inc., as the General Contractor, performed the entire excavation, subgrade replacement and prep, as well as the backfill and final grading for the project The project also involves guardrail construction, RCP, and nprap placement at FES outflow 1 H r Two Rivers Parkway — Greeley/Loveland Canal Owner Contact: Weld County Scope of Work: Scope involved the excavation and prep for a CIP 8 X 10 Concrete Box Culvert H + L Concrete, Inc, as the General Contractor, completed the entire excavation, subgrade prep, and concrete construction for the project Lower Shaw Heights Channel Improvements Owner Contact: Urban Drainage & Flood Control District/City of Westminster Scope of Work: Scope of work involved construction of an 8 X 10 CIP Concrete Box Culvert, three concrete drop structures, and a ramp and retaining wall system for maintenance access near 80'h Avenue and Sheridan, in Westminster, Colorado H + L Concrete, Inc, built the structure while dealing with massive surges in stormwater runoff through the channel The project also had the additional complexity of being built amidst apartment complexes and the UP railroad line on one side and commercial businesses on the other Punt The Creek, Phase II / III Owner Contact: Greenway Foundation Scope of Work: Scope of Work involved the construction of several concrete structures interlaced with a new bike trail near Lower Downtown Denver. The work was performed as part of a total project that diverted the Cherry Creek Channel and subsequently presented several water control challenges WORK EXPERIENCE H + L Concrete, Inc., Greeley, Colorado Owner - President CG&S Company, Greeley, Colorado Project Superintendent Cowan Concrete Inc, Greeley, Colorado Concrete Foreman Jerry Naranjo 1863nd Avenue Greeley, CO 80631 Office: (970) 356 - 7909 Education Bachelor of Science — Engineering — Civil Specialty Colorado School of Mines 1993 Professional Profile and Project Experience Naranjo Civil Constructors, Inc. - General Manager, Vice -President & Secretary, June 1999 - Present Currently responsible for all phases of project management, design -build services, estimating, business development, accounting, personnel management, and contract management. Experience summaries of major responsibilities are as follows: • Project Management. Currently responsible for'construction projects totaling nearly 5.0 million per year in revenue. Project management tasks include but are not limited to pre - construction meetings, submittals, materials purchasing, scheduling, utility locates and potholing services, subcontractor management, progress billing, and equipment and manpower allocation. Also serves as the in-house engineer to troubleshoot technical problems on the plans and in the field, as well as providing surveying and takeoff support to the excavating and concrete crews. Tasked with promoting quality construction, safe working environments and ultimately project profitability. Design -Build Services. Offers small-scale design -build services to a select group of contractors normally related to drainage structures and solutions related to structural concrete. Design services have been offered using AutoCAD R14, photo/image editors and publishing software to produce high -end presentation style drawings for ownership review and acceptance. Subsequent "build" services are implemented from design and directly into the field. • Estimating. Obtains all quotes from suppliers and subcontractors for approximately 30 projects per month. Manages the database of quotes received over time by supplier by specification. Attends all pre -bid meetings on behalf of the organization and conducts thorough site investigations to troubleshoot conditions that could possibly impact the cost of construction. • Business Development. Responsible for assessing new business opportunities via public advertisements for bid, negotiated work with clients, and scanning contacts to develop new leads. Constructs all presentation materials for new client development with several software packages namely, Microsoft Office, Adobe Publisher, and AutoCAD R14. • Accounting. Responsible for tracking all accounting functions including but not limited to A/R, A/P, project cost tracking, payroll, and all federal, state and local taxation issues. Also responsible for monthly, quarterly, and annual financial statements to be submitted to bonding and banking authorities. Also develops budgets and revenue forecasts for internal review. • Personnel Management. Serves as new -hire screener m charge of selecting qualified applicants for various positions within the organization. Responsible for all new hire reporting to the state as well as all personnel issues related to job performance evaluations, terminations, workman's compensation claims, and most importantly the redistribution of personnel to optimize crew performance. • Contract Management. Responsible for getting low -bid and negotiated work under contract. Responsibilities also include all tasks related to subcontracts, change orders, change of condition tri40,r' i+T if u'tt CCg of Fort Collins Adn1m tatraht e S(,r% wes I -of L la"fi 9 i-S ft ADDENDUM No 1 SPECIFICATIONS AND CONTRACT DOCUMENTS Description of Bid 6062 Lemay Right Turn Lane at Mulberry OPENING DATE 3 00 P M (Our Clock) September 13, 2007 To all prospective bidders under the specifications and contract documents described above, the following changes are hereby made a CHANGE: I E A HI A� a L Revised Addendum 1 Bid Schedule Attached. Please contact John D Stephen, CPPO, CPPB, Senior Buyer at (970) 221-6777 with any questions regarding this addendum RECEIPT OF THIS ADDENDUM MUST BE ACKNOWLEDGED BY A WRITTEN STATEMENT ENCLOSED WITH THE BID/QUOTE STATING THAT THIS ADDENDUM HAS BEEN RECEIVED 215 North Mason Street • 2 " Floor • P 0 Box 580 • Fort Collins, CO 80522-0580 • (970) 221-6775 • Fax (970) 221-6707 nw% feeov torn cost estimates, actual vs budget analysis, retainage issues, and punchlist management Serves as the point person for all clients, engineers, and subcontractors. n MORRISON KNUDSEN CORPORATION, Denver, Colorado Staff Engineer-1996-1999 Served as a Staff Engineer and consultant to the mining and construction industry. Known in the industry to be one of the most advanced users of the Mincom mine planning software. Extensive participation in developing feasibility studies and mine plans in Venezuela and Germany Also served long-term consulting contracts for onsite engineering and innovative solutions for BHP New Mexico Operations in Farmington, NM and ALCOA Sandow Mine in Rockdale, Texas. Provided engineering and cost analysis to support potential and ongoing mining and construction projects internal and external to the organization. MORRISON KNUDSEN CORPORATION, Denver, Colorado Interim Office Manager - 1996 -1997 Responsible for starting the Mining Group's Denver Office, and developing a solid client base. Responsible for consulting revenues, marketing and development of future business, and the subsequent expansion of the office to include technical staff relocated from San Antonio, Texas. Also responsible for all administrative duties until support structures were in -place, and operational. MINCOMINC, Denver, Colorado Engineering Consultant -1995 -1996 Served as a software consultant to clients in Germany, Texas, New Mexico, and Pennsylvania, Mr. Naranjo developed a strong background in the use of Mmcom's Mine Planning and Geological —Modeling Software. He was also heavily involved in marketing and sales, by serving as -the company representative for software exhibits in multiple locations. He also completed a short-term assignment in Brisbane, Australia, working in the software development department, specifically responsible for the specifications and design of Mincom's user-friendly GTi environment. MORRISON KNUDSEN CORPORATION, Carlos, Texas Project Engineer-1993 -1995 Mr. Naranjo provided dragline engineering and design support for a two-dragline (BE-1570) open - pit lignite operation. He was responsible for developing long-range mine planning, strategic development, and designed and implemented post -mining topography, including endlake and drainage design. Mr. Naranjo provided daily engineering support to the operations engineer and pit superintendents and completed a temporary assignment as night shift dragline superintendent. He was also responsible for the integration of state-of-the-art mining -software solutions in the mining engineering department. fl a I N John Leone 1863nd Avenue Greeley, CO 80631 Office: (970) 356 — 7909 ENGINEERING MANAGER/ESTIMATOR Education Bachelor of Science —Chemical Engineering & Petroleum Refining - Colorado School of Mines 1992 Professional Profile and Project Experience Naranjo Civil Constructors, Inc. — Engineering Manager November 2005 —Present Currently responsible for all phases of estimating and contract management Also act as project manager as needed. Experience summaries of major responsibilities are as follows: • Estimating. Obtains all quotes from suppliers and subcontractors for approximately 30 projects per month. Manages the database of quotes received over time by supplier by specification. Attends all pre -bid meetings on behalf of the organization and conducts thorough site investigations to troubleshoot conditions that could possibly impact the cost of construction. • Contract Management. Responsible for getting low -bid and negotiated work under contract. Responsibilities also include all tasks related to subcontracts, change orders, change of condition cost estimates, and actual vs. budget analysis. • Business Development. Assists in assessing new business opportunities via public advertisements for bid, negotiated work with clients, and scanning contacts to develop new leads. Constructs all presentation materials for new client development with several software packages namely, Microsoft Office, Adobe Publisher. Aggregate Industries, Greeley, Colorado Estimating Manager — 2004-2005 Served as head estimator and project manager for Aggregate Industries Greeley Contracting Division. Projects ranged in size from $5000 to $5,500,000. Projects included both private and public projects including CDOT projects. Projects estimated and managed included projects with up to 10 subcontractors. Responsible for obtaining all quotes from suppliers and subcontractors, attending all pre -bid meetings on behalf of the organization, getting subcontractors under contract, and managing projects in the construction phase. J-2 Contracting Company, Greeley, Colorado Estimator/Project Manager/Owner—1996-2004 Responsible for estimating and managing projects totaling $6,000,000 per year. Projects ranged Q in size from $5000 to $3,300,000. Projects included both private and public projects including CDOT projects. Approximately $2,000,000 of yearly revenue was subcontracted. Responsible for obtaining all quotes from suppliers and subcontractors, attending all pre -bid meetings on behalf of the organization, getting subcontractors under contract, and managing project in the construction phase. References • City of Greeley, Mike Bedell, Project Engineer (970) 336-4125 • Town of Parker, Tom Williams, Storm Water Engineer (303) 840-9546 • City of Evans, Dawn Anderson, Engineer (970) 475-1160 a M No M e N I1 Ili Christine Warner 1863nd Avenue Greeley, CO 80631 Office: (970) 356 - 7909 Education Traffic Control Supervisor Training, Erosion Control Supervisor Training, Project Management Certification through Grow Colorado, Payroll — Labor Compliance through Colorado Department of Transportation. Professional Profile and Project Experience Naranjo Civil Constructors, Inc. — Project Manager, Traffrc Contra/ Supervisor, Erosion Control Supervisor, CertiPed Payroll. May 1001— Present Currently responsible for all phases of project management, traffic control supervisor, accounting, payroll, subcontractor management. Experience summaries of major responsibilities are as follows: e Project Management. Currently responsible for construction projects totaling nearly 5.0 million per year in revenue. Project management tasks include but are not limited to pre - construction meetings, submittals, materials purchasing, utility locates and potholing services, subcontractor management, and progress billing. Tasked with promoting quality construction, safe working environments and ultimately project profitability. Traffic Control Supervisor. Responsible for drawing traffic control management plans, organizing traffic control equipment and maintaining a clean and safe worksite for all working personnel on our projects. Accounting. Responsible for tracking all accounting functions including but not limited to A/R, A/P, project cost tracking, payroll, and all federal, state and local taxation issues. Also responsible for monthly, quarterly, and annual financial statements to be submitted to bonding and banking authorities. Payroll. Responsible for all aspects of payroll. Collecting time data from each project and properly allocating time to those projects. Documenting and tracking proper employee codes for certified payroll. • Subcontractor Management. Responsible for notifying and properly organizing subcontractors. Ordering materials for the project in a timely manner. Also acts as main point of contact for all suppliers and subcontractors on all projects. Northern Colorado Traffic Control, Greeley, Colorado Trafflc Control Supervisor —Scheduling Manager f994 - 2002 Ms. Warner managed several projects with as many as 20 employees on any one sight. Has a vast knowledge of traffic control, project management, safety, and organizational skills SECTION 00430 SCHEDULE OF SUBCONTRACTORS List all subcontractors for the work items listed below and all subcontractors performing over 15% of the contract. ITEM SUBCONTRACTOR R-o"w MN-, '7&4--� "Ps z�r g 7/96 Section 00430 Page 1 R IM H I 191 I Poll dl I A I I I COLORADO DEPARTMENT OF TRANSPORTATION UNDERUTILIZED DBE (UDBE) BID CONDITIONS ASSURANCE Project No - AQC M455-070 LEMAY AVE AND SH14, FORT COLLINS, CO, Instructions: Contractor- Complete and submit this form with your bid Report only Unden blized DBE (UDBE) participation percentages which qualify under the contract goal specification for this project it is Important to review CDOT Form #715 Instructions before completing this forth. POLICY It is the policy of the Colorado Department of Transportation that underutilized disadvantaged business enterprises have equal opportunity to participate in the performance of contracts financed with federal, state or local entity funds UNDERUTILIZED DBE PARTICIPATION COMMITMENT 1) Will your company's Undemblrzed DBE (UDBE) participation commitment meet contract goals9 ® Yes ❑ No 2) Total eligible Underutilized DBE (UDBE) percentage amount from Box A below 30.0% 3 List the UDBE firths, committed work items, and eh ibla UDBE Percent of your bid that you are oommithinq to each UDBE FIRM NAME CERTIFICATION COMMITTED SUBCONTRACT ELIGIBLE UDBE % * EXP. DATE WORK ITEM(S) CATEGORY See r-ortn#715 ❑ Trucker 1 NARANJO CIVIL 09 / 30 / O8 T1 "-G CdvrnpcN>v- ❑ Subcontractor 30.0 % CONSTRUCTORS, INC ❑ Supplier ❑ Broker ❑ Trucker 2 / / ❑ Subcontractor % ❑ Supplier ❑ Broker EI Trucker 3. / 1 0 Subcontractor % ❑ Supplier ❑ Broker ❑ Trucker 4 / / ❑ Subcontractor % ❑ Supplier ❑ Broker ❑ Trucker 5 / / ❑ Subcontractor % ❑ Supplier ❑ Broker BOX A: TOTAL ELIGIBLE UDBE PERCENTAGE AMOUNT: 30.0 Round percentage amounts to the nearest hundredth Additional Instructions on how to calculate the actual eligible amounts and percentages for the uuc ker, subcontractor, supplier, and broker categories are avallabb on the CDOT Forth #715 and In 0re'Cimuding DBE Participation Toward Contract Goals and CDOT's annual DBE goat section of the DBE- Def«ttisons and Requirements' in the Standard Special Provisions 1 understand that if my company is detemrined to be the low bidder for the conked on this project, I must submit a completed CDOT Form 9715 CERTIFICATION OF UNDERUTILIZED DBE PARTICIPATION for each firm faded on this form to the Transportakot Department by 4 00 pm on the third work day after Ole day bids are opened The actual amounts submitted on each COOT Form #715 must equal or exceed the percentage commitments documented on this fort. In addition, If my company does not meet the DBEfUDBE goal for this project, I must submit a completed COOT Form #718 DBE GOOD FAITH EFFORT DOCUMENTATION before 4-00 pm on the day aHer bids are opened. CDOT Form #7159 submitted for Grins 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 Prior to the bid opening will count as Good Faith Efforts. I understand my obligation to abide by the policy stated above. I shall not discriminate on the basis of race, color, age, am national origin, or handicap in the bidding process or the performance of contracts I DECLARE UNDER PENALITY 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: H&L CONCRETE INC, DDA NA CIVIL CONSTRUCTORS, INC. 9 / 13 / 07 Company Officer ature' Title: VP Previous editions may Fiat be used CDOT Form 714 1106 9 u I M I a 1 0 I [1 COLORADO DEPARTMENT OF TRANSPORTATION Gc' M 55— o—lc� ANTI -COLLUSION AFFIDAVIT LocnnoN A,-e A Fo 2r C ZA a t-�5L. CO (th-+rn c� Cwr ra� I hereby attest that I am the person responsible within my fine for the final decision as to the price(s) and amount of this bid or, if not, that I have written authorization, enclosed herewith, from that person to make the statements set out below on his or her behalf and on behalf of my firm I further attest that t The pnce(s) and amount of this bid have been arrived at independently, without oonsultation, communication or agreement for the purpose or with the effect of restricting competition with any other firm or person who is a bidder or potential prime bidder 2A Neither the pnce(s) nor the amount of this bid have been disclosed to any other firm or person who is a bidder or potential prime bidder on this project, and will not be so disclosed prior to bid opening. 28 Neither the prices nor the amount of the bid of any other firm or person who is a bidder or potential prime bidder on this project have been disclosed to me or my firm 3A No attempt has been made to solicit, cause or induce any fine or person who is a bidder or potential prime bidder to refrain from bidding on this project, or to submit a bid higher than the bid of this firm, or any intentionally high or non- competitive bid or other form of complementary bid 3B. No agreement has been promised or solicited for any other firm or person who is a bidder or potential prime bidder on this project to submit an intentionally high, noncompetitive or other form of complementary bid on this project 4 The bid of my firm is made In good faith and not pursuant to any consultation, communication, agreement or discussion with, or inducement or solicitation by or from any firm or person to submit any intentionally high, noncom- petitive or other form of complementary bid. 5 My firm has not offered or entered into a subcontract or agreement regarding the purchase or sale of materials or services from any firm or person, or offered, promised or paid cash or anything of value to any tine or person, whether in connection with this or any other project, in consideration for an agreement or promise by any firm or person to refrain from bidding or to submit any intentionally high, noncompetitive or other form of complementary bid or agreeing or promising to do so on this project 6. My firm has not accepted or been promised any subcontract or agreement regarding the sale of materials or services to any firm or person, and has not been promised or paid cash or anything of value by any firm or person, whether in connection with this or any other project, in consideration for my firm's submitting any intentionally high, noncompetitive or other form of complementary bid, or agreeing or promising to do so, on this project 7. 1 have made a diligent inquiry of all members, officers, employees, and agents of my firm with responsibilities relating to the preparation, approval or submission of my firm's bid on this project and have been advised by each of them that he or she has not participated in any communication, consultation, discussion, agreement, collusion, or other conduct inconsistent with any of the statements and representations made In this affidavit 8 1 understand and my firm understands that any misstatement in this affidavit is and shall be treated as a fraudulent concealment from the Colorado Department of Transportation, of the true facts relating to submission of bids for this contract I DECLARE UNDER PENALTY OF PERJURY IN THE SECOND DEGREE, AND ANY OTHER APPLICABLE STATE OR FEDERAL LAWS, THAT THE STATEMENTS MADE ON THIS DOCUMENT ARE TRUE AND COMPLETE TO THE BEST OF MY KNOWLEDGE. IA-*cx*anrma0=VVW C-Ot J1Z-'--E �NC BY I ill �fz� O'7 aaaonawmrafirm awnparryn (Mjointventem.) By Date TNa 14A ata61t11atl Nlprr /" Sworn to before me this fA' flay of, C�� 20 U7 Navy rMne a O TA /� ) NOTE: This document itt16' ' ,r IgA 1@ °b COOT rwm few In i COLORADO DEPARTMENT OF TRANSPORTATION CONTRACTORS PERFORMANCE CAPABILITY STATEMENT Project# Aqc tA4ss - o-o 1 List names of partnerships or joint ventures )( none 3 2 List decreases in the contractors fiscal or workmanship qualifications compared to the last prequalification statement submitted to CDOT (Attach additional sheets if necessary ) a Key personnel changes N none ff b. Key equipment changes 14 none c. Fiscal capability changes (legal actions, etc) 8 none d. Other changes that may effect the contractors ability to perform work. none I DECLARE UNDER PENALTY OF PERJURY IN THE SECOND DEGREE, AND ANY OTHER APPLICABLE STATE OR FEDERAL LAWS, THAT THE STATEMENTS MADE ON THIS DOCUMENT ARE TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE Contractor's firm or company name D6fl NA4P,�so �v�t Can�slou �)Nc. By Date VP 2nd Contractor's firm or company name (rfloint venture) By Date Title CDOT Form #605 1192 COLORADO DEPARTMENT OF TRANSPORTATION PROJECT No. ASSIGNMENT OF ANTITRUST CLAIMS IAC?c M455-070 Contractor and Colorado Department of Transportation (CDOT) recognize that in actual economic practice antitrust violations ultimately impact on CDOT Therefore, for good cause and as consideration for executing this contract and for receiving payments hereunder, 1 Contractor hereby irrevocably assigns to CDOT any and all claims it may now have or which may hereafter accrue to it under federal or state antitrust laws in connection with the particular project, goods or services purchased or acquired by CDOT pursuant to this contract 2 Contractor hereby expressly agrees a That, upon becoming aware that a third party has commenced a civil action asserting on Contractor's behalf an antitrust claim which has been assigned to CDOT hereunder, Contractor shall immediately advise in writing (1) Such third party that the antitrust claim has been assigned to CDOT, and (2) CDOT that such civil action is pending and of the date on which, in accordance with subparagraph a (1) above, Contractor notified such third party that the antitrust claim had been assigned to CDOT, b To take no action which will in any way diminish the value of the claims or rights assigned or dedicated to CDOT hereunder, and c Promptly to pay over to CDOT its proper share of any payment under an antitrust claim brought on Contractor's behalf by any third party and which claim has been assigned to CDOT hereunder. 3 Further, Contractor agrees that in the event it hires one or more subcontractors to perform any of its duties under the contract, Contractor shall require that each such subcontractor a Irrevocably assign to CDOT (as a third party beneficiary) any and all claims that such subcontractor may have or which may thereafter accrue to the subcontractor under federal or state antitrust laws in connec- tion with any goods or services provided by the subcontractor in carrying out the subcontractor's obliga- tions to Contractor, b Upon becoming aware that a third party has commenced a civil action on the subcontractor's behalf asserting an antitrust claim which has been assigned to COOT hereunder, shall immediately advise in writing (1) Such third party that the antitrust claim has been assigned to CDOT, and (2) Contractor and CDOT that such civil action is pending and of the date on which, in accordance with subparagraph b. (1) above, the subcontractor notified such third party that the antitrust claim had been assigned to COOT, c. Take no action which will in any way diminish the value of the claims or rights assigned or dedicated to CDOT hereunder, and d Promptly pay over to CDOT its proper share of any payment under an antitrust claim brought on the subcontractor's behalf by any third party and which claim has been assigned or dedicated to CDOT pursuant hereto I, acting in my capacity as officer of a bidder (bidders if a joint venture) do agree to the above assignment of antitrust claims Contmdm%Wm or company name H;tL Conic x-9m INc By Date 9/21/07 -DB-P' NA44N3o C\V%L C.0145T VCnVC 6j lot. 2Ww dm`sfrm or Map" name iN Joint venue) By Dale rue CDOTFarmSBH 1231 a A N I N PdEERADO DEPARTMENT OF TRANSPORTATION CERTIFICATE OF PROPOSED project No.: AQ C M 4S5 - 0-1 O UNDERUTILIZED DBE (UDBE) PARTICIPATION Project Code (SA#): )5153 LutA#h, Avv 't SN t4 Location: Fofz+ t.0Lt-1NS Co , LAA?A tut Fo^" # i of I Prime Contractor— Send completed/signed form to the Business Programs Office (instructions on second page) The'Eligible UDBE Amounts" submitted on this form must equal or exceed the commitment(s) documented on the COOT Form 714 you submitted with your bid For the complete list of certified DBE/UDBE firms and their DBE work codes go to ://www,dotstate.co.us/a ucpf NOTE: See 49 CFR pad 26,55, and the "DBE - Definitions and Requirements" m the Standard Special Provisions. for further infomrabon conceming counting DBE participation of truckers, subcontraitois, suppliers and service providers toward the projects UDBE goal PART is — TRUCKING CONTRACT If the UDBE is being used as a trucker for one or more "trucking" DBE work codes (25500, 25505 etc ) then • ACTUAL UDBE AMOUNT - Actual contract amount for the transoortatlon services provided by the UDBE firth and any UDBE lessees. ELIGIBLE UDBE TRUCKING AMOUNT = I (ACTUAL UDBE AMOUNT) —(Any non-UDBE lessee amounts in this contract)" " For work done on this UDBE contract with non-UDBE lessees, credit toward the project UDBE goal is given only for the broker fees or commissions the UDBE trucker receives for arranging the transportations services, because the services themselves are being performed by non-UDBFs NAME OF UDBE FIRM CERTIFICATION # EXPIRATION DATE ELIGIBLE UDBE TRUCKING AMOUNT $ DBE WORK CODE NUMBER(S) THIS UDBE IS BEING USED FOR: Complete list of work codes Is at httpJAvww dDI stale co us/app uyY aPART 1 b - SUBCONTRACT N N lil IMI Le a� e • ELIGIBLE UDBESUBCONTRACT AMOUNT= I (Actual UDBE contract amount (k,'`n6S SOB erii�er amounts in this contract)"` " Work that a UDBE subcontracts to a lower tier non-UDBE firm does not count to,W rNOO UD8$ oal� j NAME OF UDBE FIRM CERTIFICATION # P 4, T , E IGISLE UDBE SUBCONTRACT AMOUNT ^5,1NC 1O1c0` $ 1p S I q 00 (,P2_�1Ht; I DBE WORK CODE NUMBER(S) THIS UDBE IS BEI � [t` " •dt," Y. ' o- Complete list of work codes /s at httpJAvww dot so e s/ p -� .2.0(y00 PART 1 c — SUPPLY CONT the supplier is a UDBE wit a ie o�Jl h facturer" for the item(s) • ELIGIBLE UDBE tIP,P O i Wiu UDBE contract amount) X 100% I "Renular If the supplier Is a r fiel of Dealer" for the rtem(s), • ELIGIBLE UDB P = A dui I (Actual UDBE contract amount) X 60% NOTE: If the supplier „ - with a'Type' field of'Brokei" for the item(s) use PART 1d - BROKER / SERVICE CONTRACT NAME OF UDBE FIRM CERTIFICATION # EXPIRATION DATE ELIGIBLE UDBE SUPPLY AMOUNT ! / $ DBE WORK CODE NUMBER($) THIS UDBE IS BEING USED FOR Compfete fist of wod codes Is at httpJAvww dot state cc us(app ucpr PART 1d — BROKER ! SERVICE CONTRACT If purchasing materials or supplies thro ugh a UDBE with a "Type" field of "Broke', count only the amount of brokerage commission and/or delivery service fees included in the contract Other examples of services to include in this section are bonding, brokering, consulting, security guards, and insurance etc ELIGIBLE UDBE SERVICE FEEAMOUNT = Actual compensation retained by the UDBE broker/agent for services rendered* ' The amounts that count toward UDBE goals are limited to the compensation retained by the UDBE broker/agent for services rendered, provided the fee/commission is determined by CDOT to be reasonable and not excessive as compared with fees customanly charged for similar services NAME OF UDBE FIRM CERTIFICATION # EXPIRATION DATE ELIGIBLE UDBE SERVICE FEE AMOUNT $ DBE WORK CODE NUMBER(S) THIS UDBE IS BEING USED FOR Complete list of work codes is at httpJAvww, dot state co uslapp ucpi aOdginat— Business Programs Okkce Previous editions may not be used COOT Form T16 — Page 1 of 2 1106 Attached is Form FHWA 1273 titled Required Contract Provisions Federal -Aid Construction Contracts As described in Section I General, the provisions of Form FHWA 1273 apply to all work performed under the Contract and are to be included in all subcontracts 9 4 A M M R C I x REVISED BID SCHEDULE ADDENDUMI 6062 Lemay Right Turn Lane at Mulberry Z. F- J re H )�: R Us i Item N Item Um[ Quantity Unit Cost Total 202-00000 Removal of SlrueAmes and Obstructions LS 1 202-00035 Removal of Concicte Pipe LF 99 202-00200 Removal of Sidewalk SY 135 202-00201 Removal of Curb LF 142 202-00210 Removal of Concrete Pavement SY 164 202-00220 Removal of Asphalt Mat SY 98 202-00250 Removal of Pavement Marlung Sr 381 202-01000 Removal of Fence LF 23 203-01500 Bladmg HR 8 208-00045 Concrete Washout Structure EACH 1 208-00050 Storon Drain Inlet Protection EACH 5 208-00070 Stabilized Construction Entrance EACH 1 210-01000 Reset Fence LF 236 210-01001 Modify Fence LF 3 210-01700 Reset Spnnkler Head EACH 3 210-01710 Reset Valve EACH 2 210-04010 Adjust Manhole EACH 1 212-00006 Seeding (Native) ACRE 0 2 212-00032 Sod Conditioning ACRE 0 2 213-00003 Mulching (Weed Free) ACRE 02 213-00061 Mulch Tackrfier LB 40 304-06000 Aggregate Base Course (Class 6) TON 254 403-32921 Hot Mix Asphalt (Goading SG) (100) (PG 58-28) TON 38 403-33851 Hat Mix Asphalt (Gmdmg S) (100) (PG 64-28) TON 38 412-01020 Concrete Pavement (10 Inch) (Fast Track) SY 261 412-01001 Concrete Pavement (10 Inch) (Colored) SY 18 603-01150 15 Inch Reinforced Concrete Pipe Lr 55 603-05015 15 Inch Reinforced Concrete End Section EACH 6 608-00006 Concrete Sidewalk (6 Inch) SY 94 608-00010 Concrete Can b Ramp SY 29 609-21010 Curb and Gutter Tye 11 (Section 1-B) LF III 609-2I020 Curb and Gutter Tye 11 (Section 11-B) LF 482 609-24002 Gutter Type II (2 Foot) LF 176 610-00030 Median Cover Material (Concrete) SF 1,354 626-00000 Mobilization LS I 630-10005 Traffic Control LS 1 700-70010 F/A Minor Contract Revisions FA 1 $10,00000 $10,00000 Total Bid Cost Total Bid Cost in Words Dollars (For Performance and Payment Bonds) Force Account Total Bid Cost 700-70016 F/A Fact Cost Adjustment FA 1 $1,50000 $1,50000 700-70021 F/A On -The -Job Trainee HOUR 0 $0 00 $0 00 700-70022 F/A OJT Coloiado Tiauung Program FA I S15000 $15000 700-70380 1 F/A Ei osion Control FA 1 $1,00000 $1,00000 Total Contract Cost Total Cost in Words COMPANY NAME ` IGNA9 URE PRINTED NAME DATE TITLE LI Llt % in A 1 RQUIRED CONTRACT PROVISIONS FEDERAL -AID CONSTRUCTION CONTRACTS FH WA-1273 Electronic version —March 10 1994 REQUIRED CONTRACT PROVISIONS FEDERAL -AID CONSTRUCTION CONTRACTS Page I General 1 II Nondiscrimination 1 III Nonsegrated Facilities 3 IV Payment of Predetermined Minimum Wage 3 V Statements and Payrolls 6 VI Record of Materials, Supplies, and Labor 6 VII GeneralSubletting or Assigning the Contract 7 VIII Safety Accident Prevention 7 IX False Statements Concerning Highway Projects 7 X Implementation of Clean Air Act and Federal Water Pollution Control Act a XI Certification Regarding Debarment, Suspension Ineligibility, and Voluntary Exclusion 8 XII Certification Regarding Use of Contract Funds for Lobbying 9 ATTACHMENTS A Employment Preference for Appalachian Contracts (included in Appalachian contracts only) I GENERAL - _ 1 These contract provisions shall apply to all work performed on the contract by the contractor's own organization and with the assistance of workers under the contractors immediate superin- tendence and to all work performed on the contract by piecework, station work, or by subcontract 2 Except as otherwise provided for in each section, the contrac- tor shall insert in each subcontract all of the stipulations contained in these Required Contract Provisions, and further require their inclusion in any lower tier subcontract or purchase order that may in turn be made The Required Contract Provisions shall not be incorporated by reference in any case The prime contractor shall be responsible for compliance by any subcontractor or lower tier subcontractor with these Required Contract Provisions 3 A breach of any of the stipulations contained in these Required Contract Provisions shall be sufficient grounds for termination of the contract 4 A breach of the following clauses of the Required Contract Provisions may also be grounds for debarment as provided in 29 CFR 5 12 Section I, paragraph 2, Section IV, paragraphs 1, 2, 3, 4, and 7, Section V, paragraphs 1 and 2a through 2g 5 Disputes arising out of the labor standards provisions of Section IV (except paragraph 5) and Section V of these Required Contract Provisions shall not be subject to the general disputes clause of this contract Such disputes shall be resolved in accor- dance with the procedures of the U S Department of Labor (DOL) as set forth in 29 CFR 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 DOL, or the contractor's employees or their representatives 6 Selection of Labor During the performance of this contract, the contractor shall not July 21, 1999 a discriminate against labor from any other State, posses- sion, or territory of the United States (except for employment preference for Appalachian contracts, when applicable, as specified in Attachment A), or b employ convict labor for any purpose within the limits of the project unless it is labor performed by convicts who are on parole, supervised release, or probation 11 NONDISCRIMINATION (Applicable to all Federal -aid construction contracts and to all related subcontracts of $10,000 or more ) i Equal Employment Opportunity Equal employment opportunity (EEO) requirements not to discriminate and to take affirmative action to assure equal opportunity as set forth under laws, executive orders, rules, regulations (28 CFR 35, 29 CFR 1630 and 41 CFR 60) and orders of the Secretary of Labor as modified by the provisions prescribed herein, and imposed pursuant to 23 U S C 140 shall constitute the EEO and specific affirmative action standards for the contractor's project activities under this contract The Equal Opportunity Construction Contract Specifications set forth under 41 CFR 60-4 3 and the provisions of the American Disabilities Act of 1990 (42 U S C 12101 at see ) set forth under 28 CFR 35 and 29 CFR 1630 are incorporated by reference in this contract In the execution of this contract, the contractor agrees to comply with the following minimum specific requirement activities of EEO a The contractor will work with the State highway agency (SHA) and the Federal Government in carrying out EEO obligations and in their review of his/her activities under the contract b The contractor will accept as his operating policy the following statement "It is the policy of this Company to assure that applicants are employed, and that employees are treated during employment, without regard to their race, religion, sex, color, national origin, age or disability Such action shall include 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, preapprenticeship, ari on-the-job training" 2 EEO Officer The contractor will designate and make known to the SHA contracting officers an EEO Officer who will have the responsibility for and must be capable of effectively administering and promoting an active contractor program of EEO and who must be assigned adequate authority and responsibility to do so 3 Dissemination of Policy All members of the contractor's staff who are authorized to hire supervise, promote, and discharge employees, or who recommend such action or who are substantially involved in such action, will be made fully cognizant of and will implement, the contractors EEO policy and contractual responsibilities to provide EEO in each grade and classification of employment To ensure that the above agreement will be met, the following actions will be taken as a minimum a Periodic meetings of supervisory and personnel office employees will be conducted before the start of work and then not less often than once every six months, at which time the contract- or's EEO policy and its implementation will be reviewed and explained The meetings will be conducted by the EEO Officer X i Pli n u I LiJ 1 I 2 REQUIRED CONTRACT PROVISIONS FEDERAL -AID CONSTRUCTION CONTRACTS b All new supervisory or personnel office employees will be given a thorough indoctrination by the EEO Officer, covering all major aspects of the contractors EEO obligations within thirty days following their reporting for duty with the contractor c All personnel who are engaged in direct recruitment for the project will be instructed by the EEO Officer in the contractor's procedures for tocatmg and hiring minority group employees d Notices and posters setting forth the contractor's EEO policy will be placed in areas readily accessible to employees, applicants'for employment and potential employees e The contractors EEO policy and the procedures to implement such policy will be brought to the attention of employees by means of meetings, employee handbooks, or other appropriate means 4 Recruitment When advertising for employees, the contrac- tor will Include in all advertisements for employees the notation "An Equal Opportunity Employer" All such advertisements will be placed in publications having a large circulation among minority groups in the area from which the project work force would normally be derived a The contractor will, unless precluded by a valid bargaining agreement, conduct systematic and direct recruitment through public and private employee referral sources likely to yield qualified minority group applicants To meet this requirement, the contractor will identify sources of potential minority group employees, and establish with such identified sources procedures whereby minority group applicants may be referred to the contractor for employment consideration b In the event the contractor has a valid bargaining agree- ment providing for exclusive hiring hall referrals, he is expected to observe the provisions of that agreement to the extent that the system permits the contractor's compliance with EEO contract provisions (The DOL has held that where implementation of such agreements have the effect of discriminating against minorities or women, or obligates the contractor to do the same, such imple- mentation violates Executive Order 11246, as amended ) c The contractor will encourage his present employees to refer minority group applicants for employment Information and procedures with regard to referring minority group applicants will be discussed with employees 5 Personnel Actions Wages, working conditions, and employee benefits shall be established and administered, and personnel actions of every type, including hiring, upgrading, promotion, transfer, demotion, layoff, and termination, shall be taken without regard to race, color, religion, sex, national origin, age or disability The following procedures shall be followed a The contractor will conduct periodic inspections of project sites to insure that working conditions and employee facilities do not indicate discriminatory treatment of project site personnel b The contractor will periodically evaluate the spread of wages paid within each classification to determine any evidence of discriminatory wage practices c The contractor will periodically review selected personnel actions in depth to determine whether there is evidence of discrimi- nation Where evidence is found, the contractor will promptly take corrective action If the review indicates that the discrimination may extend beyond the actions reviewed, such corrective action shall include all affected persons July21, 1999 d The contractor will promptly investigate all complaints of alleged discrimination made to the contractor in connection with his obligations under this contract, will attempt to resolve such com- plaints, and will take appropriate corrective action within a reason- able time If the investigation indicates that the discrimination may affect persons other than the complainant, such corrective action shall include such other persons Upon completion of each investigation, the contractor will inform every complainant of all of his avenues of appeal 6 Training and Promotion a The contractor will assist in locating, qualifying, and increasing the skills of minority group and women employees, and applicants for employment b Consistent with the contractors work force requirements and as permissible under Federal and State regulations, the contractor shall make full use of training programs, i e , appren- ticeship, and on-the-job training programs for the geographical area of contract performance Where feasible, 25 percent of apprentices or trainees in each occupation shall be in their first year of apprenticeship or training In the event a special provision for training is provided under this contract, this subparagraph will be superseded as indicated in the special provision c The contractor will advise employees and applicants for employment of available training programs and entrance require- ments for each d The contractor will periodically review the training and promotion potential of minority group and women employees and will encourage eligible employees to apply for such training and promotion 7 Unions If the contractor relies in whole or in part upon unions as a source of employees, the contractor will use his/her best efforts to obtain the cooperation of such unions to increase opportunities for minority groups and women within the unions, and to effect referrals by such unions of minority and female employees Actions by the contractor either directly or through a contractor's association acting as agent will include the procedures set forth below a The contractor will use best efforts to develop, in coopera- tion with the unions, joint training programs aimed toward qualifying more minority group members and women for membership in the unions and increasing the skills of minority group employees and women so that they may qualify for higher paying employment b The contractor will use best efforts to incorporate an EEO clause into each union agreement to the end that such union will be contractually bound to refer applicants without regard to their race color, religion, sex, national origin, age or disability c The contractor is to obtain information as to the referral practices and policies of the labor union except that to the extent such information is within the exclusive possession of the labor union and such labor union refuses to furnish such information to the contractor, the contractor shall so certify to the SHA and shall set forth what efforts have been made to obtain such information d In the event the union is unable to provide the contractor with a reasonable flow of minority and women referrals within the time limit set forth in the collective bargaining agreement, the contractor will, through independent recruitment efforts, fill the employment vacancies without regard to race, color, religion sex, national origin age or disability, making full efforts to obtain qualified and/or qualifiable minority group persons and women (The DOL has held that it shall be no excuse that the union with which the contractor has a collective bargaining agreement provid- ing for exclusive referral failed to refer minority employees ) In the i t l YA ti7, tar: LJ i� 9 p1 I ~i II d� t<< H 3 REQUIRED CONTRACT PROVISIONS FEDERAL -AID CONSTRUCTION CONTRACTS event the union referral practice prevents the contractor from meeting the obligations pursuant to Executive Order 11246, as amended, and these special provisions, such contractor shall immediately notify the SHA 8 Selection of Subcontractors, Procurement of Materials and Leasing of Equipment The contractor shall not discriminate on the grounds of race, color, religion, sex, national origin, age or disability in the selection and retention of subcontractors, including procurement of materials and leases of equipment a The contractor shall notify all potential subcontractors and suppliers of his/her EEO obligations under this contract b Disadvantaged business enterprises (DBE), as defined in 49 CFR 23, shall have equal opportunity to compete for and perform subcontracts which the contractor enters into pursuant to this contract The contractor will use his best efforts to solicit bids from and to utilize DBE subcontractors or subcontractors with meaningful minority group and female representation among their employees Contractors shall obtain lists of DBE construction firms from SHA personnel c The contractor will use his best efforts to ensure subcon- tractor compliance with their EEO obligations 9 Records and Reports. The contractor shall keep such records as necessary to document compliance with the EEO requirements Such records shall be retained for a period of three years following completion of the contract work and shall be available at reasonable limes and places for inspection by autho- rized representatives of the-SHA-and the FHWA a The records kept by the contractor shall document the following (1) The number of minority and non-mrnonty group members and women employed in each work classification on the protect, (2) The progress and efforts being made in cooperation with unions, when applicable, to increase employment opportuni- ties for minorities and women, (3) The progress and efforts being made in locating, hiring, training, qualifying, and upgrading minority and female employees, and (4) The progress and efforts being made in securing the services of DBE subcontractors or subcontractors with meaningful minority and female representation among their employees b The contractors will submit an annual report to the SHA each July for the duration of the project, indicating the number of minority, women, and non -minority group employees currently engaged in each work classification required by the contract work This information is to be reported on Form FHWA-1391 If on -the - job training is being required by special provision, the contractor will be required to collect and report training data III NONSEGREGATED FACILITIES (Applicable to all Federal -aid construction contracts and to all related subcontracts of $10,000 or more ) a By submission of this bid, the execution of this contract or subcontract, or the consummation of this matenal supply agree- ment or purchase order, as appropriate, the bidder, Federal -aid construction contractor, subcontractor, material supplier, or vendor, as appropriate, certifies that the firm does not maintain or provide for its employees any segregated facilities at any of its establish- ments, and that the firm does not permit its employees to perform their services at any location, under its control, where segregated July21, 1999 facilities are maintained The firm agrees that a breach of this certification is a violation of the EEO provisions of this contract The firm further certifies that no employee will be denied access to adequate facilities on the basis of sex or disability b As used in this certification, the term "segregated facilities" means any waiting rooms, work areas, restrooms and washrooms, restaurants and other eating areas, timeclocks, locker rooms, and other storage or dressing areas, parking lots, drinking fountains, recreation or entertainment areas, transportation, and housing facilities provided for employees which are segregated by explicit directive, or are, in fact, segregated on the basis of race, color, religion, national origin, age or disability, because of habit, local custom, or otherwise The only exception will be for the disabled when the demands for accessibility override (e g disabled parking) c The contractor agrees that it has obtained or will obtain identical certification from proposed subcontractors or material suppliers prior to award of subcontracts or consummation of material supply agreements of $10,000 or more and that it will retain such certifications in its files IV PAYMENT OF PREDETERMINED MINIMUM WAGE (Applicable to all Federal -aid construction contracts exceeding $2,000 and to all related subcontracts, except for projects located on roadways classified as local roads or rural minor collectors, which are exempt ) 1 General a All mechanics and laborers employed or working upon the site of the work 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 (29 CFR 3) issued by the Secretary of Labor under the Copeland Act (40 U S C 276c)] the full amounts of wages and bona fide fringe benefits (or cash equivalents thereof) due at time of payment The payment shall be computed at wage rates not less than those contained in the wage determination of the Secretary of Labor (hereinafter "the wage determination") which is attached hereto and made a part hereof, regardless of any contractual relationship which may be alleged to exist between the contractor or its subcontractors and such laborers and mechanics The wage determination (including any additional classifications and wage rates conformed under paragraph 2 of this Section IV and the DOL poster (WH-1321) or Form FHWA-1495) shall be posted at all times by the contractor and its subcontractors at the site of the work in a prominent and accessible place where it can be easily seen by the workers For the purpose of this Section, contributions made or costs reasonably anticipated for bona fide fringe benefits under Section 1(b)(2) of the Davis -Bacon Act (40 U S C 276a) on behalf of laborers or mechanics are considered wages paid to such laborers or mechanics, subject to the provi- sions of Section IV, paragraph 3b, hereof Also, for the purpose of this Section, 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 paragraphs 4 and 5 of this Section IV b 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 4 REQUIRED CONTRACT PROVISIONS FEDERAL -AID CONSTRUCTION CONTRACTS c All rulings and interpretations of the Davis -Bacon Act and related acts contained in 29 CFR 1, 3, and 5 are herein incorpo- rated by reference in this contract 2 Classification a The SHA contracting officer shall require that any class of laborers or mechanics employed under the contract, which is not listed in the wage determination, shall be classified in conformance with the wage determination b The contracting officer shall approve an additional classification, wage rate and fringe benefits only when the following criteria have been met (1) the work to be performed by the additional classifi- cation requested is not performed by a classification in the wage determination, (2) the additional classification is utilized in the area by the construction industry, (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, when such a classification prevails in the area in which the work is performed c If the contractor or subcontractors, as appropriate, the laborers and mechanics (if known) to be employed in the additional classification or their representatives, and the contracting officer agree on the classification and wage rate (including the amount designated for fringe benefts where appropriate), a report of the action taken shall be sent by the contracting officer to the DOL, Administrator of the Wage and Hour Division, Employment Stan- dards Administration, Washington, D C 20210 The Wage and Hour 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 d In the event the contractor or subcontractors, as appro- priate, the laborers or mechanics to be employed in the additional 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 Wage and Hour Administrator for determination Said 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 e The wage rate (including fringe benefits where appropri- ate) determined pursuant to paragraph 2c or 2d of this Section IV shall be paid to all workers performing work in the additional classification from the first day on which work is performed in the classification 3 Payment of Fringe Benefits a Whenever the minimum wage rate prescribed in the contract for a class of laborers or mechanics includes a fringe benefit which is not expressed as an hourly rate, the contractor or subcontractors, as appropriate, shall either pay the benefit as stated in the wage determination or shall pay another bona fide fringe benefit or an hourly case equivalent thereof July 21, 1999 b If the contractor or subcontractor, as appropriate, does not make payments to a trustee or other third person, he/she may consider as a 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 Secre- tary 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 4 Apprentices and Trainees (Programs of the U S DOL) and Helpers a Apprentices (1) 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 DOL, 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/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 Apprenticeship and Training or a State apprenticeship agency (where appropriate) to be eligible for probationary employment as an apprentice (2) The allowable ratio of apprentices to journeyman - level employees on the lob 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 employee 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 listed in the wage determination for the classification of work actually performed In addition, any appren- tice performing work on the lob 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 or subcontractor is performing construction on a project in a locality other than that in which its program is registered, the ratios and wage rates (ex- pressed in percentages of the journeyman -level hourly rate) specified in the contractors or subcontractor's registered program shall be observed (3) 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 journeyman -level 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 for the Wage and Hour Division determines that a different practice prevails for the applicable apprentice classification, fringes shall be paid in accordance with that determination (4) 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 or subcontractor will no longer be permitted to utilize apprentices at less than the applicable predetermined rate for the comparable work performed by regular employees until an accept- able program is approved b Trainees (1) Except as provided in 29 CFR 5 16 trainees will not be permitted to work at less than the predetermined rate for the P{F in N0, Ef 5 REQUIRED CONTRACT PROVISIONS FEDERAL -AID CONSTRUCTION CONTRACTS 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 DOL, Employ- ment and Training Administration (2) The ratio of trainees to journeyman -level employees on the job site shall not be greater than permitted under the plan approved by the Employment and Training Administration Any employee listed on the payroll at a trainee rate who is not regis- lefed and participating in a training plan approved by the Employ- ment and Training Administration shall be paid not less than the applicable wage rate on the wage determination for the classifica- tion 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 (3) Every trainee must be paid at not less than the rate specified in the approved program for his/her level of progress, expressed as a percentage of the journeyman -level 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 -level wage rate on the wage determination which provides for less than full fringe benefits for apprentices, in which case such trainees shall receive the same fringe benefits as apprentices (4) In the event the Employment and Training Adminis- tration withdraws approval of a training program, the contractor or subcontractor 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 9 c Helpers L+J a I Helpers will be permitted to work on a project if the helper classification is specified and defined on the applicable wage determination or is approved pursuant to the conformance procedure set forth in Section IV 2 Any worker listed on a payroll at a helper wage rate, who is not a helper under a approved defini- tion, shall be paid not less than the applicable wage rate on the wage determination for the classification of work actually per- formed 5 Apprentices and Trainees (Programs of the U S DOT) Apprentices and trainees working under apprenticeship and skill training programs which have been certified by the Secretary of Transportation as promoting EEO in connection with Federal - aid highway construction programs are not subject to the require- ments of paragraph 4 of this Section IV The straight time hourly wage rates for apprentices and trainees under such programs will be established by the particular programs The ratio of apprentices and trainees to journeymen shall not be greater than permitted by the terms of the particular program 0 6 Withholding f The SHA shall upon its own action or upon written request of an authorized representative of the DOL withhold, or cause to be withheld, from the contractor or subcontractor 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, as 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 subcon- tractor the full amount of wages required by the contract In the July 21, 1999 event of failure to pay any laborer or mechanic, including any apprentice, trainee, or helper, employed or working on the site of the work, all or part of the wages required by the contract, the SHA contracting officer may, after written notice to the contractor, 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 7 Overtime Requirements No contractor or subcontractor contracting for any part of the contract work which may require or involve the employment of laborers, mechanics, watchmen, or guards (including apprentices, trainees, and helpers described in paragraphs 4 and 5 above) shall require or permit any laborer, mechanic, watchman, or guard in any workweek in which he/she is employed on such work, to work in excess of 40 hours in such workweek unless such laborer mechanic, watchman, or guard receives compensation at a rate not less than one -and -one-half times his/her basic rate of pay for all hours worked in excess of 40 hours in such workweek 8 Violation Liability for Unpaid Wages, Liquidated Damages In the event of any violation of the clause set forth in paragraph 7 above, the contractor and any subcontractor responsible thereof shall be liable to the affected employee for his/her unpaid wages In addition, such contractor and subcontractor shall be liable to the United States (in the case of work done under contract for the District of Columbia or a territory, to such District or to such territory) for liquidated damages Such liquidated damages shall be computed with respect to each individual laborer, mechanic, watchman, or guard employed in violation of the clause set forth in paragraph 7, in the sum of $10 for each calendar day on which such employee was required or permitted to work In excess 01 the standard work week of 40 hours without payment of the overtime wages required by the clause set forth in paragraph 7 9 Withholding for Unpaid Wages and Liquidated Damages The SHA shall upon its own action or upon written request of any authorized representative of the DOL withhold, or cause to be withheld, from any monies 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 8 above V STATEMENTS AND PAYROLLS (Applicable to all Federal -aid construction contracts exceeding $2,000 and to all related subcontracts, except for projects located on roadways classified as local roads or rural collectors, which are exempt ) 1 Compliance with Copeland Regulations (29 CFR 3) The contractor shall comply with the Copeland Regulations of the Secretary of Labor which are herein incorporated by reference 2 Payrolls and Payroll Records a Payrolls and basic records relating thereto shall be maintained by the contractor and each subcontractor during the course of the work and preserved for a period of 3 years from the date of completion of the contract for all laborers, mechanics, apprentices, trainees, watchmen, helpers, and guards working at the site of the work M N ia" K 0 E xf i N 1 ♦i W 01 6 REQUIRED CONTRACT PROVISIONS FEDERAL -AID CONSTRUCTION CONTRACTS b The payroll records shall contain the name, social security number, and address of each such employee, his or her correct classification, hourly rates of wages paid (including rates of contributions or costs anticipated for bona fide fringe benefits or cash equivalent thereof the types described in Section l(b)(2)(B) of the Davis Bacon Act), daily and weekly number of hours worked deductions made, and actual wages paid In addition, for Appala- chian contracts, the payroll records shall contain a notation indicat- ing whether the employee does of does not, normally reside in the labor area as defined in Attachment A, paragraph 1 Whenever the Secretary of Labor, pursuant to Section IV, paragraph 3b, has found 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 and each subcontractor shall maintain records which show that the commitment to provide such benefits is enforceable, that the plan or program is financially responsible, that the plan or program has been communicated in writing to the laborers or mechanics affected, and show the cost anticipated or the actual cost incurred in providing benefits Contractors or subcontractors employing apprentices or trainees under approved programs shall maintain written evidence of the registration of apprentices and trainees, and ratios and wage rates prescribed in the applicable programs c Each contractor and subcontractor shall furnish, each week in which any contract work is performed, to the SHA resident engineer a payroll of wages paid each of its employees (including apprentices, trainees, and helpers, described in Section IV, para- graphs 4 and 5, and watchmen and guards engaged on work during the preceding weekly payroll period) The payroll submitted shall set out accurately and —completely all of the information required to be maintained under paragraph 2b of this Section V 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- 005-0014-1), U S Government Printing Office, Washington, D C 20402 The prime contractor is responsible for the submission of copies of payrolls by all subcontractors d Each payroll submitted shall be accompanied by a "Statement of Compliance," signed by the contractor or subcon- tractor or his/her agent who pays or supervises the payment of the persons employed under the contract and shall certify the follow- ing (1) that the payroll for the payroll period contains the information required to be maintained under paragraph 2b of this Section V and that such information is correct and complete, (2) that such 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 the Regulations, 29 CFR 3, (3) that each laborer or mechanic has been paid not less that the applicable wage rate and fringe benefits or cash equivalent for the classification of worked performed, as specified in the applicable wage determination incorporated into the contract e The weekly submission of a properly executed certifica- tion 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 2d of this Section V f The falsification of any of the above certifications may subject the contractor to civil or criminal prosecution under 18 US 1001 and 31 US C 231 July 21, 1999 g The contractor or subcontractor shall make the records required under paragraph 2b of this Section V available for inspec- tion, copying, or transcription by authorized representatives of the BHA, the FHWA, or the DOL, and shall permit such representatives to interview employees during working hours on the lob If the contractor or subcontractor fails to submit the required records or to make them available, the SHA, the FHWA, the DOL, or all may, after written notice to the contractor, sponsor, applicant, or owner, take such actions 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 VI RECORD OF MATERIALS, SUPPLIES, AND LABOR 1 On all Federal -aid contracts on the National Highway System, except those which provide solely for the installation of protective devices at railroad grade crossings, those which are constructed on a force account or direct labor basis, highway beautification contracts, and contracts for which the total final construction cost for roadway and bridge is less than $1,01)0,000 (23 CFR 635) the contractor shall a Become familiar with the list of specific materials and supplies contained in Form FHWA-47, "Statement of Materials and Labor Used by Contractor of Highway Construction Involving Federal Funds," prior to the commencement of work under this contract b Maintain a record of the total cost of all materials and supplies purchased for and incorporated in the work, and also of the quantities of those specific materials and supplies listed on Form FHWA-47, and in the units shown on Form FHWA-47 c Furnish, upon the completion of the contract, to the BHA resident engineer on Form FHWA-47 together with the data required in paragraph lb relative to materials and supplies, a final labor summary of all contract work indicating the total hours worked and the total amount earned 2 At the prime contractors option, either a single report covering all contract work or separate reports for the contractor and for each subcontract shall be submitted VII SUBLETTING OR ASSIGNING THE CONTRACT 1 The contractor shall perform with its own organization contract work amounting to not less than 30 percent (or a greater percentage if specified elsewhere in the contract) of the total original contract price, excluding any specially items designated by the State Specialty items may be performed by subcontract and the amount of any such specialty items performed may be deducted from the total original contract price before computing the amount of work required to be performed by the contractor's own organization (23 CFR 635) a "Its own organization" shall be construed to include only workers employed and paid directly by the prime contractor and equipment owned or rented by the prime contractor, with or without operators Such term does not include employees or equipment of a subcontractor, assignee, or agent of the prime contractor b 'Specialty Items" shall be construed to be limited to work that requires highly specialized knowledge, abilities or equipment not ordinarily available in the type of contracting organizations qualified and expected to bid on the contract as a whole and in general are to be limited to minor components of the overall contract I A ME I I Sir n A I G C July 21, 1999 7 REQUIRED CONTRACT PROVISIONS FEDERAL -AID CONSTRUCTION CONTRACTS 2 The contract amount upon which the requirements set forth in paragraph 1 of Section VII is computed Includes the cost of material and manufactured products which are to be purchased or produced by the contractor under the contract provisions 3 The contractor shall furnish (a) a competent superintendent or supervisor who is employed by the firm, has full authority to direct performance of the work in accordance with the contract requirements, and is in charge of all construction operations (regardless of who performs the work) and (b) such other of its own organizational resources (supervision, management, and engineer- ing services) as the BHA contracting officer determines is neces- sary to assure the performance of the contract 4 No portion of the contract shall be sublet, assigned or otherwise disposed of except with the written consent of the SHA contracting officer, or authorized representative, and such consent when given shall not be construed to relieve the contractor of any responsibility for the fulfillment of the contract Written consent will be given only after the SHA has assured that each subcontract is evidenced in writing and that it contains all pertinent provisions and requirements of the prime contract Vlll SAFETY ACCIDENT PREVENTION 1 In the performance of this contract the contractor shall comply with all applicable Federal, State, and local laws governing safety, health, and sanitation 123 CFR 635) The contractor shall provide all safeguards, safety devices and protective equipment and take any other needed actions as it determines, or as the SHA contracting officer may determine, to be reasonably necessary to protect the life and health of employees on the lob and the safety of the public and to protect property in connection with the performance of the work covered by the contract 2 It is a condition of this contract, and shall be made a condition of each subcontract, which the contractor enters into pursuant to this contract, that the contractor and any subcontractor shall not permit any employee, in performance of the contract, to work in surroundings or under conditions which are unsanitary, hazardous or dangerous to hislher health or safety, as determined under construction safety and health standards (29 CFR 1926) promulgated by the Secretary of Labor, in accordance with Section 107 of the Contract Work Hours and Safety Standards Act (40 U S C 333) 3 Pursuant to 29 CFR 1926 3, it is a condition of this contract that the Secretary of Labor or authorized representative thereof shall have right of entry to any site of contract performance to inspect or investigate the matter of compliance with the construc- tion safety and health standards and to carry out the duties of the Secretary under Section 107 of the Contract Work Hours and Safety Standards Act (40 U S C 333) IX FALSE STATEMENTS CONCERNING HIGHWAY PROJECTS In order to assure high quality and durable construction in conformity with approved plans and specifications and a high degree of reliability on statements and representations made by engineers, contractors, suppliers, and workers on Federal -aid highway projects, it is essential that all persons concerned with the project perform their functions as carefully, thoroughly, and honestly as possible Willful falsification, distortion, or misrepre- sentation with respect to any facts related to the project is a violation of Federal law To prevent any misunderstanding regarding the seriousness of these and similar acts, the following notice shall be posted on each Federal -aid highway project (23 CFR 635) in one or more places where it is readily available to all persons concerned with the project NOTICE TO ALL PERSONNEL ENGAGED ON FEDERAL -AID HIGHWAY PROJECTS 18 U S C 1020 reads as follows "Whoever, being an officer, agent, or employee of the United States, or of any State or Territory, or whoever, whether a person, association, firm, or corporation, knowingly makes any false statement, false representation, or false report as to the character, quality, quantity, or cost of the material used or to be used, or the quantity or quality of the work performed or to be performed, or the cost thereof in connection with the submission of plans, maps, specifications, contracts, or costs of construction on any highway or related project submitted for approval to the Secretary of Transportation, or Whoever knowingly makes any false statement, false represen- tation, false report or false claim with respect to the character, quality, quantity, or cost of any work performed or to be performed, or materials furnished or to be furnished, in connection with the construction of any highway or related project approved by the Secretary of Transportation, or Whoever knowingly makes any false statement or false repre- sentation as to material fact in any statement, certificate, or report submitted pursuant to provisions of the Federal -aid Roads Act approved July 21, 1916, (39 Stat 355), as amended and supple- mented, Shall be fined not more that $10,000 or imprisoned not more than 5 years or both " X IMPLEMENTATION OF CLEAN AIR ACT AND FEDERAL WATER POLLUTION CONTROL ACT (Applicable to all Federal -aid construction contracts and to all related subcontracts of $100,000 or more ) By submission of this bid or the execution of this contract, or subcontract, as appropriate, the bidder, Federal -aid construction contractor, or subcontractor, as appropriate, will be deemed to have stipulated as follows 1 That any facility that is or will be utilized in the performance of this contract, unless such contract is exempt under the Clean Air Act, as amended (42 U S C 1857 at sec , as amended by Pub L 91-604), and under the Federal Water Pollution Control Act, as amended (33 U S C 1251 at se , as amended by Pub L 92-500), Executive Order 11738, and regulations in implementation thereof (40 CFR 15) is not listed, on the date of contract award, on the U S Environmental Protection Agency (EPA) List of Violating Facilities pursuant to 40 CFR 15 20 2 That the firm agrees to comply and remain in compliance with all the requirements of Section 114 of the Clean Air Act and Section 308 of the Federal Water Pollution Control Act and all regulations and guidelines listed thereunder 3 That the firm shall promptly notify the SHA of the receipt of any communication from the Director, Office of Federal Activities, EPA, indicating that a facility that is or will be utilized for the contract Is under consideration to be listed on the EPA List of Violating Facilities 4 That the firm agrees to include or cause to be included the requirements of paragraph 1 through 4 of this Section X in every nonexempt subcontract, and further agrees to take such action as the government may direct as a means of enforcing such require- ments XI CERTIFICATION REGARDING DEBARMENT, SUSPENSION, INELIGIBILITY AND VOLUNTARY EXCLUSION t 8 REQUIRED CONTRACT PROVISIONS FEDERAL -AID CONSTRUCTION CONTRACTS 1 Instructions for Certification - Primary Covered Transac- tions (Applicable to all Federal -aid contracts - 49 CFR 29) a By signing and submitting this proposal, the prospective primary participant is providing the certification set out below b The inability of a person to provide the certification set out below will not necessarily result In denial of participation in this covered transaction The prospective participant shall submit an explanation of why it cannot provide the certification set out below The certification or explanation will be considered in connection with the department or agency's determination whether to enter into this transaction However, failure of the prospective primary participant to furnish a certification or an explanation shall disquali- fy such a person from participation in this transaction c The certification in this clause is a material representation of fact upon which reliance was placed when the department or agency determined to enter into this transaction If it is later determined that the prospective primary participant knowingly rendered an erroneous certification, in addition to other remedies available to the Federal Government, the department or agency may terminate this transaction for cause of default d The prospective primary participant shall provide immedi- ate written notice to the department or agency to whom this proposal is submitted if any time the prospective primary partici- pant learns that its certification was erroneous when submitted or has become erroneous by reason of changed circumstances e The terms "covered transaction," "debarred," "suspend- ed," "ineligible," "lower tier covered transaction," "participant," "person," "primary covered transaction " "principal " "proposal," and "voluntarily excluded," as used in this clause, have the meanings set out in the Definitions and Coverage sections of rules imple- menting Executive Order 12549 You may contact the department or agency to which this proposal is submitted for assistance in obtaining a copy of those regulations f The prospective primary participant agrees by submitting this proposal that, should the proposed covered transaction be entered into, it shall not knowingly enter into any lower tier covered transaction with a person who is debarred, suspended, declared ineligible, or voluntarily excluded from participation in this covered transaction, unless authorized by the department or agency entering into this transaction g The prospective primary participant further agrees by submitting this proposal that it will include the clause titled "Certifi- cation Regarding Debarment, Suspension, Ineligibility and Volun- tary Exclusion -Lower Tier Covered Transaction," provided by the department or agency entering into this covered transaction, without modification, in all lower tier covered transactions and in all solicitations for lower tier covered transactions h A participant in a covered transaction may rely upon a certification of a prospective participant in a lower tier covered transaction that is not debarred, suspended, ineligible, or volun- tarily excluded from the covered transaction, unless it knows that the certification is erroneous A participant may decide the method and frequency by which it determines the eligibility of its principals Each participant may, but is not required to, check the nonprocure- ment portion of the "Lists of Parties Excluded From Federal Procurement or Nonprocurement Programs" (Nonprocurement List) which is compiled by the General Services Administration I Nothing contained in the foregoing shall be construed to require establishment of a system of records in order to render in good faith the certification required by this clause The knowledge and information of participant is not required to exceed that which July 21, 1999 is normally possessed by a prudent person in the ordinary course of business dealings I Except for transactions authorized under paragraph f of these instructions, if a participant in a covered transaction knowing- ly enters into a lower tier covered transaction with a person who is suspended, debarred, ineligible, or voluntarily excluded from participation in this transaction, in addition to other remedies available to the Federal Government, the department or agency may terminate this transaction for cause or default Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion —Primary Covered Transactions 1 The prospective primary participant certifies to the best of its knowledge and belief, that it and its principals a Are not presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from covered transactions by any Federal department or agency, b Have not within a 3-year period preceding this proposal been convicted of or had a awl judgement rendered against them for commission of fraud or a criminal offense in connection with obtaining, attempting to obtain, or performing a public (Federal, State or local) transaction or contract under a public transaction, violation of Federal or State antitrust statutes or commission of embezzlement, theft, forgery, bribery, falsification or destruction of records, making false statements, or receiving stolen property, c Are not presently indicted for or othemise criminally or civilly charged by a governmental entity (Federal, State or local) with commission of any of the offenses enumerated in paragraph 1 b of this certifcation, and d Have not within a 3-year period preceding this applica- tion/proposal had one or more public transactions (Federal, State or local) terminated for cause or default 2 Where the prospective primary participant is unable to certify to any of the statements in this certification, such prospective participant shall attach an explanation to this proposal 2 Instructions for Certification - Lower Tier Covered Transactions (Applicable to all subcontracts, purchase orders and other lower tier transactions of $25,000 or more - 49 CFR 29) a By signing and submitting this proposal, the prospective lower tier is providing the certification set out below b The certification in this clause is a material representation of fact upon which reliance was placed when this transaction was entered into If it is later determined that the prospective lower tier participant knowingly rendered an erroneous certification, in addition to other remedies available to the Federal Government, the department, or agency with which this transaction originated may pursue available remedies, including suspension and/or debarment c The prospective lower tier participant shall provide immediate written notice to the person to which this proposal is submitted if at any time the prospective lower tier participant learns 9 REQUIRED CONTRACT PROVISIONS FEDERAL -AID CONSTRUCTION CONTRACTS that its certification was erroneous by reason of changed circum- stances d The terms "covered transaction," "debarred," "suspend- ed," "ineligible," "primary covered transaction," "participant," "person," "principal," 'proposal," and 'voluntarily excluded," as used in this clause, have the meanings set out in the Definitions and Coverage sections of rules implementing Executive Order 12549 You may contact the person to which this proposal is submitted for assistance in obtaining a copy of those regulations e The prospective lower tier participant agrees by submit- ting this proposal that, should the proposed covered transaction be entered into, it shall not knowingly enter into any lower tier covered transaction with a person who is debarred, suspended, declared ineligible, or voluntarily excluded from participation in this covered transaction, unless authorized by the department or agency with which this transaction originated f The prospective lower tier participant further agrees by submitting this proposal that it will include this clause titled "Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion -Lower Tier Covered Transaction," without modification, in all lower tier covered transactions and in all solicitations for lower tier covered transactions g A participant in a covered transaction may rely upon a certification of a prospective participant in a lower tier covered transaction that is not debarred, suspended, ineligible, or volun- tarily excluded from the covered transaction, unless it knows that the certification is erroneous A participant may decide the method and frequency by which it determines the eligibility of its principals Each participant may, but is not required to, check the Nonprocure- ment List h Nothing contained in the foregoing shall be construed to require establishment of a system of records in order to render in good faith the certification required by this clause The knowl edge and information of participant is not required to exceed that which is normally possessed by a prudent person in the ordinary course of business dealings I Except for transactions authorized under paragraph a of these instructions, if a participant in a covered transaction knowing- ly enters into a lower tier covered transaction with a person who is suspended, debarred, ineligible, or voluntarily excluded from participation in this transaction, in addition to other remedies available to the Federal Government, the department or agency with which this transaction originated may pursue available remedies, including suspension and/or debarment Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion --Lower Tier Covered Transactions 1 The prospective lower tier participant certifies, by submission of this proposal, that neither it nor its principals is presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from participation in this transaction by any Federal department or agency 2 Where the prospective lower tier participant is unable to certify to any of the statements in this certification such prospec- tive participant shall attach an explanation to this proposal XII CERTIFICATION REGARDING USE OF CONTRACT FUNDS FOR LOBBYING July21, 1999 (Applicable to all Federal -aid construction contracts and to all related subcontracts which exceed $100,000 - 49 CFR 20) 1 The prospective participant certifies, by signing and submit- ting this bid or proposal to the best of his or her knowledge and belief, that a No Federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person for influenc- ing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Con- gress, 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 b If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any Federal 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 2 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 Any person who fads to Poe 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 3 The prospective participant also agrees by submitting his or her bid or proposal that he or she shall require that the language of this certification be included in all lower tier subcontracts, which exceed $100,000 and that all such recipients shall certify and disclose accordingly July 21, 1999 10 REQUIRED CONTRACT PROVISIONS FEDERAL -AID CONSTRUCTION CONTRACTS L CONTRACT DOCUMENTS TABLE OF CONTENTS Section Pages BID INFORMATION 00020 Notice Inviting Bids 00020-1 - 00020-2 00100 Instruction to Bidders 00100-1 - 00100-9 00300 Bid Form 00300-1 - 00300-3 00400 Supplements to Bid Forms 00400-1 00410 Bid Bond 00410-1 - 00410-2 00420 Statements of Bidders Qualifications 00420-1 - 00420-3 00430 Schedule of Major Subcontractors 00430-1 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 e 00640 Certificate of Final Acceptance 00640-1 00650 Lien Waiver Release(Contractor) 00650-1 - 00650-2 00660 00670 Consent of Surety Application for Exemption Certificate 00660-1 00670-1 - 00670-2 CONDITIONS OF THE CONTRACT 00700 General Conditions 00700-1 - 00700-34 Exhibit GC -A GC -All - GC-A2 00800 Supplementary Conditions 00800-1 - 00800-2 00900 Addenda, Modifications, and Payment 00900-1 00950 Contract Change Order 00950-1 - 00950-2 00960 Application for Payment 00960-1 - 00960-4 SPECIFICATIONS 0 SECTION 00510 NOTICE OF AWARD Date September 28, 2007 TO. H & L Concrete Inc. dba Naranjo Civil Constructors, Inc. PROJECT 1112 Lemay Right Turn Lane at Mulberry OWNER CITY OF FORT COLLINS (hereinafter referred to as "the OWNER") You are hereby notified that your Bid dated September 13, 20'07 for the above project has been considered You are the apparent successful Bidder and have been awarded an Agreement for 6062 Lemay Right Turn Lane at Mulberry. The contract documents provide for. The project includes the construction of hot mix asphalt and concrete pavement, refuge island, and concrete sidewalk. The project also includes removal and installation of 15 inch RCP with end sections, remove and reset fence, reset of sprinkler head, and native seeding The Price of your Agreement is One".Hundred Fifty Seven,.'3hbUsand; dven'Hundred Forty 'Three Dollars "($1'57 ,,74'3. 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 adelivered 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 October 15, 2007 1 You must deliver to the OWNER three (3) fully executed counterparts of the Agreement including all the Contract Documents Each of the Contract Documents must bear your signature on the cover of the page 2. You must deliver with the executed Agreement the Contract Security (Bonds) as specified in the Instructions to Bidders, General Conditions (Article 5.1) and Supplementary Conditions. Failure to comply with these conditions within the time specified will entitle OWNER to consider your Bid abandoned, to annul this Notice of Award and to declare your Bid Security forfeited Within ten (10) days after you comply with those conditions, OWNER will return to you one (1) fully -signed counterpart of the Agreement with the Contract Documents attached. City of Fort Collins OWNER By, Jam s B O'Neill, II, CPPO, FNIGP D ector of Purchasing & Risk Management N9/12/O1 Section 00510 Page 1 G SECTION 00520 0 AGREEMENT THIS AGREEMENT is dated as of the 28th day of September in the year of 2007 and shall be effective on the date this AGREEMENT is signed by the City The City of Fort Collins (hereinafter called OWNER) and H & L Concrete Inc. dba Naranjo Civil Constructors, Inc (hereinafter called CONTRACTOR) a OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree as follows: ARTICLE 1 WORK CONTRACTOR shall complete all Work as specified or indicated in the Contract Documents The Project for which the Work under the Contract Documents may be the whole or only a part is defined as the construction of the 6062 Lemay Right Turn Lane at Mulberry and is generally described in Section 01010. ARTICLE 2 ENGINEER The Project has been designed by City of Fort Collins Engineering Department, who is hereinafter called ENGINEER and who will assume all duties and responsibilities and will have the rights and authority assigned to ENGINEER in the Contract Documents in connection with completion of the Work in accordance with the Contract Documents ARTICLE 3 CONTRACT TIMES 3.1 The Work shall be Substantially Complete within Forty Five (45) calendar days after the date when the Contract Times commence to run as provided in the General Conditions and completed and ready for Final Payment and Acceptance in accordance with the General Conditions within Fifty Two (52) calendar days after the date when the Contract Times commence to run 3 2 Liquidated Damages OWNER and CONTRACTOR recognize that time is of the essence of this Agreement and that OWNER will suffer financial loss if the Work is not completed within the times specified in paragraph 3 1. above, plus any extensions thereof allowed in accordance with Article 12 of the General Conditions They also recognize the delays, expenses and difficulties involved in proving in a legal proceeding the actual loss suffered by OWNER if the Work is not completed on time Accordingly, instead of requiring any such proof, OWNER and CONTRACTOR agree that as liquidated damages for delay (but not as penalty) CONTRACTOR shall pay OWNER the amounts set forth hereafter 9/12/01 Section 00520 Page 1 !�I [l 9j 66 A W J N I �I 1) Substantial Completion Defined as all roadway pavement completed All sidewalk and drainage features and fence completed All final grading and seeding completed. One Hundred Seventy Four Dollars ($174) for each calendar day or fraction thereof that expires after the Forty Five (45) calendar day period for Substantial Completion of the Work until the Work is Substantially Complete 2) Final Acceptance After Substantial Completion, One Hundred Seventy Four Dollars ($174) for each calendar day or fraction thereof that expires after the Seven (7) calendar day period for Final Payment and Acceptance until the Work is ready for Final Payment and Acceptance. ARTICLE 4. CONTRACT PRICE 4.1. OWNER shall pay CONTRACTOR for performance of the Work in accordance with the Contract Documents in current funds as follows. One Hundred, Fifty �S'even;a,Thbusand:' Seven Hundred-:Forty':;Three : D'a`l'la"rs4,:($.1�'57, 743, 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 9/12/01 Section 00520 Page 2 I i Completion will be in an amount equal to 100% of the Work completed 90% of a materials and equipment not incorporated in the Work (but delivered, suitably stored and accompanied by documentation satisfactory to OWNER as provided in paragraph 14 2 of the General Conditions) may be included in the application for payment. 5.1.2. Upon Substantial Completion payment will be made in an amount sufficient to increase total payments to CONTRACTOR to 9596 of the Contract Price, less such amounts as ENGINEER shall determine or OWNER may withhold in accordance with paragraph 14 7 of the General Conditions or as provided by law. 5.2 FINAL PAYMENT Upon Final Completion and Acceptance of the Work in accordance with paragraph 14 13 of the General Conditions, OWNER shall pay the remainder of the Contract Price as recommended by ENGINEER as provided in said paragraph 14.13 ARTICLE 6. CONTRACTOR'S REPRESENTATION In order to induce OWNER to enter into this Agreement, CONTRACTOR makes the following representations 6 1 CONTRACTOR has familiarized himself with the nature and extent of the Contract Documents, Work, site, locality, and with all local conditions and Laws and Regulations that in any manner may affect cost, progress, performance or furnishing of the Work 6 2. CONTRACTOR has studied carefully all reports of explorations and tests of subsurface conditions and drawings of physical conditions which are identified in the Supplementary Conditions as provided in paragraph 4.2 of the General Conditions. 6.3 CONTRACTOR has obtained and carefully studied (or assumes responsibility for obtaining and carefully studying) all such examinations, investigations, explorations, tests, reports, and studies (in addition to or to supplement those referred to in paragraph 6 2 above) which pertain to the subsurface or physical condition at or contiguous to the site or otherwise may affect the cost, progress, performance or furnishing of the Work as CONTRACTOR considers necessary for the performance or furnishing of the Work at the Contract Price, within the Contract Times and in accordance with the other terms and conditions of the Contract Documents, including specifically the provisions of paragraph 4.2 of the General Conditions, and no additional examinations, investigations, explorations, tests, reports, studies or similar information or data are or will be required by CONTRACTOR for such purposes. 6 4. CONTRACTOR has reviewed and checked all information and data shown or indicated on the Contract Documents with respect to existing Underground Facilities at or contiguous to the site and assumes responsibility for the accurate location of said Underground Facilities No additional examinations, 9/12/01 Section 00520 Page 3 SECTION 00500 AGREEMENT FORMS 00510 Notice of Award 00520 Agreement 00530 Notice to Proceed I M Hi it M 4 rill 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 OWNER and CONTRACTOR concerning the Work consist of entire Agreement between 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 Al I A ;6 R NE 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 9/12/01 Section 00520 Page 4 If H M It, K AN N SHEET INDEX Sheet No Description 1 TITLE SHEET 2 STANDARD PLANS LIST 3 GENERAL NOTES 4 PAVEMENT SECTIONS 5 SURVEY CONTROL 6 SUMMARY OF APPROXIMATE QUANTITIES 7 TABULATION OF GENERAL QUANTITIES 8 TABULATION OF SIGNS AND STRIPING 9 REMOVAL AND RESET PLAN 10 ROADWAY PLAN 11 CONCRETE PAVEMENT JOINTS PLAN 12 DRAINAGE AND GRADING PLAN 13 STORM WATER MANAGEMENT PLAN 14 SIGNING AND PAVEMENT MARKING PLAN 15 16 REFUGE ISLAND DETAILS MISCELLANEOUS DETAILS ' REVISED STANDARD PLANS S-630-1 The Contract Drawings shall be stamped "Final for Construction" and dated Any revisions made shall be clearly identified and dated 7 4 Addenda Numbers 1 to 2, 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. 2 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 a Conditions 9/12/01 Section 00520 Page 5 f wil I Nk: 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 not be assigned without such consent (except to the extent that the effect may 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 CONTRACTOR H & L Concrete, Inc.- dba Naranjo Civil sstructo.s, Inc By: By ./ JAMES B O'NEILL II, CPPO, FNIGP RECTOR OF PURCHASING LjEawu AND RISK MANAGEMENT Title Date:_ �0 10 Attest Address for giving not P 0 Box 580 aFort Collins, CO 80522 0 9/12/01 Date. (CORPORATE SEAL) r 4 ddress for giving notices.ave t�Y Ga.Ev-LE- F Ca Zotc :31 LICENSE NO Section 00520 Page 6 u SECTION 00530 NOTICE TO PROCEED Description of Work- 6062 Lemay Right Turn Lane at Mulberry To- H,& L Concrete Inc. dba Naranjo Civil Constructors, Inc This notice is to advise you - That the contract covering the above described Work has been fully executed by the CONTRACTOR and the OWNER That the required CONTRACTOR's Performance Bond and Payment Bond have been received by the OWNER. That the OWNER has approved the said Contract Documents Therefore, as the CONTRACTOR for the above described Work, you are hereby authorized and directed to proceed within ( ) calendar days from receipt of this notice as required by the Agreement. Dated this day of 20_ . The dates for Substantial Completion and Final Acceptance shall be 20_ and , 20, respectively. City of Fort Collins OWNER By Title ACKNOWLEDGMENT OF NOTICE Receipt of the above Notice to Proceed is hereby acknowledged this day of 20_ CONTRACTOR H & L Concrete Inc dba Naranjo Civil Constructors, Inc. By Title 7/96 Section 00530 Page 1 SECTION 00600 BONDS AND CERTIFICATES 00610 Performance Bond 00615 Payment Bond 00630 Certificate of Insurance 00635 Certificate of Substantial Completion 00640 Certificate of Final Acceptance 00650 Lien Waiver Release (CONTRACTOR) 00660 Consent of Surety 00670 Application for Exemption Certificate SECTION 00020 INVITATION TO BID 07/2001 Section 00020 Page 2 SECTION 00610 PERFORMANCE BOND Bond No. 42626 KNOW ALL MEN BY THESE PRESENTS: that (Firm) Naranjo Civil Constructors, Inc. (Address) 1863 Second Avenue, Greeley, CO 80631 ghh ( (- n, (a Corporation), hereinafter referred to as the "Principal" and (Firm) Westfield Insurance Company (Address) 6300 S. Syracuse Way, Suite 230, Englewood, CO 80111 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 One Hundred Fifty Seven Thousand Seven Hundred * 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. *Forty Three and No/100---($157,743.00) THE CONDITIONS OF THIS OBLIGATION are such that whereas the Principal entered into a certain Agreement with the OWNER, dated the 28 day of September , 20 07, a copy of which is hereto attached and made a part hereof for the performance of The City of Fort Collins project, 6062 Lemay Right Turn Lane at Mulberry. 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. b� FA i+ 1 7/96 Section 00610 Page 1 6i rt 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 4 day of October , 20 OZ a IN PRESENCE OF: Qt'zoeee^wrry,P','Ralba, ". ` ....... W 7/96 bJ Principal Nara JO C Constructors, Inc. VA (Title) 1863 Second Avenue (Address) Greeley, CO 80631 Other Partners LIZ By: Surety We tfieId I ura Company ar A. Fe ad✓) torney-In-Fact By. 6300 S_ Syracuse Way, $nits 730 (Address) Englewood, CO 80111 Bond must not be prior to date of Agreement. ACTOR xs Partnership, all partners should execute Bond. Section 00610 Page 2 MOODY INSURANCE AGENCY, INC. 3773 CHERRY CREEK NORTH DRIVE, SUITE 800 DENVER, COLORADO 80209-3804 PHONE (303) 824-6600 N SECTION 00615 PAYMENT BOND Bond No. 42626 KNOW ALL MEN BY THESE PRESENTS: that (Firm) Naranjo Civil Constructors, Inc. (Address) 1863 Second Avenue, Greeley, CO 80631 (a Corporation), hereinafter referred to as the "Principal" and (Firm) Westfield Insurance Company (Address) 6300 S. Syracuse Way, Suite 230, Englewood, CO 80111 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 One Hundred Fifty Seven Thousand Seven A.mdrod *ln 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. 4 *Forty Three and Nof100-----(l�J�4tDN` a00)such that whereas the Principal entered THE CONDITIONS O THIS OBL p into a certain Agreement with the OWNER, dated the21L day of , 2047, a copy of which is hereto attached and made a part hereof for the performance of The City of Fort Collins project, 6062 Lemay Right Turn Lane at Mulberry. 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, 0 otherwise to remain in full force and effect. 1 7/96 t Section 00615 Page 1 PROVIDED, FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Agreement or to the Work to be performed thereunder or the Specifications accompanying the same shall in any way affect its obligation on this bond; and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Agreement or to the Work or to the Specifications. PROVIDED, FURTHER, that no final settlement between the OWNER and the CONTRACTOR sha Ll 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 4 day of October 2007. 3.ncipal Nara o 1 Constructors, Inc. V�o Title) 861 Second Avenue (Address) reeley, CO 80631 her Partners U IN PRESENCE OF. Surety W stfield Insura Company �Fe �torney—�Jn—Fact ��,p�alnlu�yg�, P en a c�TFVesa°T:?'Ralba. Witness BY: 6300 S. Syracuse Wad, Suite 230 `�.�` ��G,,^•.°p.'�°'k'�.�t, �r, (Address) • svE'do�, �(S.urppeGy�Sa� )� Englewood CO 80111 -,„'•-'f y;-1 r�iNP E: {';Dat2,+of' Bond must not be prior to date of Agreement. is Partnership, all partners should execute Bond i ttk �O IIIR IA<`kd` M7 96 Section 00615 Page 2 MEMBER MOODY INSURANCE AGENCY, INC. 3773 CHERRY CREEK NORTH DRIVE, SUITE 800 a DENVER, COLORADO 80209-3804 assa�o cxE� PHONE (303) 824-6600 HIS POWER OF ATTORNEY SUPERCEDES ANY PREVIOUS POWER BEARING THIS SAME OWER * AND ISSUED PRIOR TO 03107106, FOR ANY PERSON OR PERSONS NAMED BELOW. , General POWER NO 0500152 W �ower Westfield Insurance Co. of Attorney Westfield National Insurance Co. CERTIFIED COPY Ohio Farmers Insurance Co. Westfield Center, Ohio Know All Men by These Presents, That WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO t OFARMERS INSURANCE COMPANY, corporations, hereinafter referred to Individually as a "Company" and collectively as "Companies," duly organized and existing under the laws of the State of Ohio, and having Its principal office In Westfield Center, Medina County, Ohio, do by these presents make, constitute and appoint EVAN E MOODY, DANIEL S FINHOLM, VERA T KALBA, D N BROYLES, KAREN A FEGGESTAD, SCOTT J HOWARD, JOINTLY OR SEVERALLY 0 of DENVER and State of CO Its true and lawful Attorney(s)-In-Fact, with full power and authority hereby conferred In Its name, place and stead, to execute, acknowledge and deliver any and all bonds, recognizances, undertakings, or other instruments or contracts of asurebship- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - • - - - - - - - - - - - - - - - - - - - - - - - ,,• LIMITATION: THIS POWER OF ATTORNEY CANNOT BE USED TO EXECUTE NOTE GUARANTEE, MORTGAGE DEFICIENCY, MORTGAGE GUARAFTH, OR BANK DEPOSITORY BONDS ' and to bind any of the Companies thereby as fully and to the same extent as It such bonds were signed by the President, sealed with the corporate seal of the applicable Company and duly attested by Its Secretary, hereby ratifying and confirming all that the said Attorneys) -In -Fact may do In (� the premises. Said appointment is made under and by authority of the following resolution adopted by,the Board of Directors of each of the WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY "Be It Resolved, that the President, any Senior, Executive, any Secretary or any Fidelity & Surety Operations Executive or other Executive shall ' be and Is hereby vested with full power and authority to appoint any one.or more suitable persons as Attorney(s)-in-Fact to represent and act for Qand on behalf of the Company subject to the following provisions- ' The Attorney-In=Fact. may be given full power and authority for and In the name of and on behalf of the Company, to execute; acknowledge and deliver, any and all bonds„recognlzances, contracts, agreements of Indemnity and other conditional or obligatory undertakings and any and all notices and documents canceling or terminating the Company's liability thereunder, and any such Instruments so executed by any such Attorney -In -Fact shalt be as binding upon the Company as If signed by the President and sealed and attested by the Corporate Secretary " "Be it Further Resolved, that the signature of any such designated person and the seat of the Company, heretofore or hereafter affixed to any power of attorney or any certificate relating thereto by facsimile, and any power of attorney or certificate bearing facsimlle signatures or facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to which It is attached" (Each adopted at a meeting held on February 8, 2000) In Witness Whereof, WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE a COMPANY have caused these presents to. be signed by their Senior Executive and their corporate seals to be hereto affixed this 071h day of MARCH A 0, 2006',: Corporate /�yMA , ••'ttorlAl.';,y'••. f• .. WESTFIELD INSURANCE COMPANY Seats . • •..,C ;.��?, ........ . rLp; WESTFIELD NATIONAL INSURANCE COMPANY Affixed i+�-v�!.we 'Y' I FARM NSURAN Y 11l � "'• L� •'?z � ��NWITERf OHO ERS 1 CE COMPAN -l: .! :o, '•••18;!i8`;�a -/ //1i4_sY aState of Ohio �✓ County of Medina ss hi i F e By / Richard L. Klnnaird, Jr., Senior Executive On this 07th day of MARCH A D, 2000 , before me personally came Richard L. Kinnalyd, Jr. to me known, who, being by me duly sworn, did depose and say, that he resides in Medina, Ohio, that he Is Senior Executive of WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY, the companies described In and which executed the above Instrument, that he knows the seals of said Companies, that the seats affixed to said instrument are such corporate seals, that they were so affixed by order of the Boards of Directors of,sald Companies, and that he signed his name t�hheerrree/tto/�' by like order Notarial +�•r C/' `� ' IC!�%! Seat P tAl ).,o AlflvedWilliam J Kahelin, A rney at Law, Notary Public State Of Ono N rMy Commission Does Not Expire (Sec 147 UJ Ohlo Revised Ccde) County of Medina ss I, Frank A. a INSURrU`ICE CO OOI"polll Y.9, `N �,S In ullTh)r¢el'�1id" +gyn9+¢a�001r1U BPOAC2 (com Mary of WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE CCMPANY and CHID FARMERS reby %ertity that the above sitd foregoing is a true and correct copy of a Power of laorrey, uveeuttd by 110 force and effect, and furthermore, the resolutions of the Boards at Directors, ,at Out in the Pr-,ver of Ancrrey at e .,et my hand and afflred tre seals of ;aid Ccmpames at Westfield Center, Chia, this 4th day of :I "yMTEREa SEAL/ 848. (06-0 ) Seo.rorit, Frank A Carrin tet- SECTION 00630 CERTIFICATE OF INSURANCE QCONTRACTOR shall insert his own standard form for Certificate of Insurance a a7/96 Section 00630 Page 1 N HE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREG TE LIMITSSHOWN MAY HAVE BEE N REDLPQEED BY PAID CLAIMS. SR ADD'L INSR TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE MMIDDIYY POLICY EXPIRATION DATE MMIDDIYY LIMITS GENERAL LIABILITY CLP3239000 02/18/2007 02/16/2008 EACH O, RRENCE $ 1,000,000 DAMAGE TO RENTED PREMISES Ca occurrence) $ 100, 000 A X COMMERCIAL GENERAL LIABILITY CLAIMS MADE FxI OCCUR MED EXP (Any one person $ 5,000 PERSONAL R ADV INJURY $ 1,000,000 X Per Project Agg GENERAL AGGREGATE $ 2,000,000 GENL AGGREGATE LIMIT APPLIES PER: PR DUCT -C MPIOPAGG $ 2,000,000 POLICY X PRO-JECT LOC AUTOMOBILE LIABILITY ANY AUTO CAP3510410 02/18/2007 02/18/2008 COMBINE SINGLE LIMIT (Ea accident) $ 1,000,000 X BODILY INJURY (Per person) $ A ALL OWNED AUTOS SCHEDULED AUTOS X BODILY INJURY (Peraccident) $ HIRED AUTOS NONOWNED AUTOS X PROPERTY DAMAGE (Per accident) $ GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ OTHERTHAN EAACQ S ANY ALTO $ AUTO ONLY: AGG EXCESSIUMBRELLA LIABILITY CUP2580401 02/18/2007 02/18/2008 EACH OCCURRENCE $ 1,000,000 X OCCUR CIAIMS MADE AGGREGATE $ 1,000,000 S $ A DEDUCTIBLE X RETENTION 10,000 $ WORKERS COMPENSATION AND 1452910 06/01/2006 06/01/2007 y I WCSTA I DETIT EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYEE$ 1,000, 000 OFFICERIMEMBER EXCLUDED? If yes, describe under SPECIAL PROVISIONS below E.L. DISEASE -POLICY LIMIT $ 1,000,000 A OTHER Leased and Rented CLP3239000 02/18/2007 02/18/2008 $150,000 ACV Equipment $1,000 Deductible ESCRIPTION OF OPERATIONS/LOCATIONSNEHICLESIEXCLUSIONS ADDED BY ENDORSEMENTISPECIAL PROVISIONS Re: 6062 Lemay Avenue Right Turn Lane at Mulberry Street. The City of Fort Collins and C:DOT are named as Additional Insured with regards to the General Liability per form GL 3084 10 day notice of cancellation applies in the event of non-payment. City of Fort Collins 300 Laporte Avenue 2nd Floor Fort Collins, CO 80522 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WALL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE CORD 25 (2001/08) AUTHORIZED REPRESENTATIVE Kara Smith, CIS Kara © ACORD CORPORATION 1988 IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing .L insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. I_ ACORD 25 (2001108) INS025 (oma).oaa Page 2 of 2 km A partnership or joint venture, not shown as a Named Insured in the Declarations, of which you have 33% or more ownership interest at the time of "bodily injury' or 'property damage" caused by an 'occurrence' or "personal and advertising injury" caused by an offense, is an insured, provided that no other similar liability insurance is available to that partnership or joint venture t B. CONTRACTORS AUTOMATIC ADDITIONAL INSURED COVERAGE SECTION II - WHO IS AN INSURED is amended to Include: Any 'owner", "contractor, "construction manager", "engineer" or "architect" if it is required in your written contract or written agreement executed by you and all other parties to the contract or agreement pnor to any joss that such person(s) or organization(s) be added as an additional insured on your policy but only for the project designated in your written contract or written agreement and only with respect to "bodily injury," 'property damage' or "personal and advertising injury" caused, at least in part, by your negligence and with respect to liability resulting from A. Your ongoing operations for the additional insured(s), or B. Acts or omissions of the additional insured(s) in connection with their general supervision of such operations a With respect to the insurance afforded such additional insureds pursuant to this endorsement and the above referenced General Liability Form, the following additional provisions apply to limit that coverage 1. We will have no duty to defend the additional insured against any "suit" seeking damages for 'bodily injury," "property damage" or "personal and advertising injury,' until we receive written notice from the additional insured requesting that we defend it in the "suit " 2. The Limits of Insurance applicable to the additional insureds under this endorsement are the minimum limits specified in the written contract or agreement requiring this coverage, or as stated in SECTION IIII - LIMITS OF INSURANCE of the COMMERCIAL GENERAL LIABILITY COVERAGE FORM, whichever is less These Limits of Insurance are inclusive of and not in addition to the Limits of Insurance described in SECTION III of that form a 3. As additional conditions of coverage under this form, an additional insured under this endorsement will as soon as practicable a. Give written notice to us of an 'occurrence" or an offense which may result in a claim This shall include (1) How, when and where the 'occurrence" or offense took place, (2) The names and addresses of any injured persons and witnesses, and (3) The nature and location of any injury or damage arising out of the 'occurrence' or offense b. Give written notice to us of a claim or "suit" brought against the additional insured including specifics of the claim or "suit' and the date it was received ac. Give written notice of claim "suit," demand for defense to such or including a and indemnity, any other insurer who had coverage for the claim or 'suit" under its policy(ies), either at the time of, or at any time subsequent to the occurrence of the 'bodily injury," 'property damage" and/or the offense causing the 'personal and advertising injury,' which is the basis for such claims or "suit' (1) Such notification must demand the full coverage available under that policy, and GL-3084 (01/06) -2- (2) The additional insured shall not take any action to waive or limit such other coverage available to it s, 4. This insurance does not apply to a. 'Bodily injury" "property damage" or "personal and advertising injury" occurring after (1) All work on the project (other than service, maintenance, or repairs) to be performed by you or on your behalf for the additional insured(s) has been completed, or (2) That portion of "your work" out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project "Bodily "property 'personal b. injury" damage" or and advertising injury" resulting from any act or omission of the additional insured(s) or any of their employees, other than the general supervision of work performed for the additional insureds) by you c. 'Bodily injury" "property damage" or "personal and advertising injury" resulting from work performed on a project where other valid and collectible insurance is available to the additional insured under an Owner Controlled Insurance Program or Consolidated (wrap-up) Insurance Program d. "Bodily injury," "property damage" or "personal and advertising injury" (1) Arising out of the rendering or failure to render any professional services by any insured, or on their behalf, but only with respect to either or both of the following operations, (a) Providing engineering, architectural or surveying services to others in the insured's capacity as an engineer, architect or surveyor, and (b) Providing, or hiring independent professionals to provide, engineering, architectural or surveying services in connection with work the insured performs (2) :subject to paragraph (3) below, professional services include (a) The preparing, approving or failing to prepare or approve maps, shop drawings, opinions, reports, surveys, field orders, change orders, or drawings and a specifications, and (Ib) Supervisory or inspection activities performed as part of any related architectural or a engineering activities, but does not include the general supervision of your operations on such project (3) Professional services do not include services within construction means, methods, techniques, sequences and procedures employed by you in connection with your operations as a construction contractor For the purpose of this endorsement, the following definitions are added 'Owner" means a person or organization who has ownership in the project premises, designated in your written contract or written agreement, at which you are performing operations "Contractor" means a person or organization with whom you have agreed in a written contract or written agreement to perform operations for at the project designated in the written contract or written agreement GL-3084 (01/06) -3- 77- H P SECTION 00020 INVITATION TO BID Date: August 22, 2007 Sealed Bids will be received by the City of Fort Collins (hereinafter referred to as OWNER),, at the office of the Purchasing Division, 3:00 P.M., our clock, on September 13, 2007, for the Lemay Right Turn Lane at Mulberry; BID NO.. 6062. If delivered, they are to be delivered to 215 North Mason Street, 2"a Floor, Fort Collins, Colorado, 80524. If mailed, the mailing address is P. 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. This is a CMAQ project and the UDBE Goal is 10%. The CDOT Form 347, Certification of EEO Compliance, is no longer required to be submitted in the bid package. This form certified that the contractor/proposed subcontractors were in compliance with the Joint Reporting Committee EEO-1 form requirements. The EEO-1 Report must still be submitted to the Joint Reporting Committee if the contractors and subcontractors meet the eligibility requirements (29CFR 1602.7); we will, however, no longer require certification. For additional information regarding these federal requirements, please refer to: http://www.eeoc.gov/stats/jobpat/elinstruct.html The Contract Documents -provide for the construction of Bid 6062 Lemay Right Turn Lane at Mulberry. The contract documents provide for: The project includes the construction of hot mix asphalt and concrete pavement, refuge island, and concrete sidewalk. The project also includes removal and .a installation of 15 inch RCP with end sections, remove and reset fence, reset of sprinkler head, and native seeding. All Bids must be in accordance with the Contract Documents on file with The City of Fort Collins, 215 North Mason St., 2nd floor, Fort Collins, Colorado 80524. Contract Documents will be available August 23, 2007. EEEIII A prebid conference and job walk with representatives of prospective Bidders will be held at 10:00 a.m., on August 30, 2007, at 215 N. Mason St. Conference Room 2E in, Fort Collins. Prospective Bidders are invited to present their questions relative to this Bid proposal at: this meeting. 1 07/2001 Section 00020 Page 1 W "Construction Manager" means a person or organization designated as "construction manager" in your written contract or written agreement, and has management or supervisory responsibilities over your operations for the project designated in your written contract or written agreement "Engineer" means a person or organization who has been engaged by the "owner", "contractor' or "construction manager" to perform engineering services for the project designated in your written contract or written agreement and has a contractual responsibility for supervising, directing or controlling your operations on such project "Architect" means a person or organization who has been engaged by the "owner', "contractor" or "construction manager' to perform architectural services for the project designated in your written contract or written agreement and has a contractual responsibility for supervising, directing or controlling your operations on such project Any coverage provided herein will be excess over any other valid and collectable insurance available to the additional insured(s) whether primary, excess, contingent or on any other basis unless you have agreed in a written contract or written agreement executed prior to any loss that this insurance will be ay primary However, any other insurance specifically purchased for a designated project(s), including but not III limited to additional insured coverage, owners contractors protective coverage, etc , will be primary with the insurance provided by this endorsement being excess If this insurance is determined to be primary, we agree not to seek contribution from such other insurance only if you have so agreed in the written contract or written agreement C. AUTOMATIC WAIVER OF SUBROGATION Item S. of SECTION IV - COMMERCIAL GENERAL LIABILITY CONDITIONS, is deleted and replaced with the following 8. Transfer of Rights of Recovery Against Others to Us and Automatic Waiver of Subrogation. a a. If the insured has rights to recover all or part of any payment we have made under this Coverage Form, those rights are transferred to us The insured must do nothing after loss to impair those rights At our request, the insured will bring "suit' or transfer those rights to us and help us enforce them Q b. If required by a written contract executed prior to loss, we waive any right of recovery we may have against any person or organization because of payments we make for injury or damage arising out of "your work" for that person or organization D. EXTENDED NOTICE OF CANCELLATION, NONRENEWAL Item A.2.b. of the COMMON POLICY CONDITIONS, is deleted and replaced with the following A.2 b. 60 days before the effective date of the cancellation if we cancel for any other reason Item 9. of SECTION IV - COMMERCIAL GENERAL LIABILITY CONDITIONS, is deleted and replaced with the following 9. WHEN WE. DO NOT RENEW a. If we choose to nonrenew this policy, we will mail or deliver to the first Named Insured shown in the Declarations written notice of the nonrenewal not less than 60 days before the expiration date b. If we do not give notice of our intent to nonrenew as prescribed in a above, it is agreed that you may extend the period of this policy for a maximum additional saty(60) days from its scheduled expiration date Where not otherwise prohibited by law, the existing terms, conditions and rates will remain in effect during that extension period It is further agreed that so long as it is not aGL-3084 (01/06) -4- ril SECTION 00635 CERTIFICATE OF SUBSTANTIAL COMPLETION TO CITY OF FORT COLLINS (OWNER) DATE OF SUBSTANTIAL COMPLETION PROJECT TITLE 6062 Lemay Right Turn Lane at Mulberry PROJECT OR SPECIFIED PART SHALL LOCATION Fort Collins, Colorado INCLUDE aOWNER. City of Fort Collins CONTRACTOR: H & L; Concrete Inc dba Naranjo Civil Constructors, Inc. CONTRACT DATE September 28, 2007 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 a 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 QENGINEER AUTHORIZED REPRESENTATIVE DATE aThe CONTRACTOR accepts the above Certificate of .Substantial Completion and agrees to complete and correct the items on the tentative list within the time Q indicated By " CONTRACTOR AUTHORIZED REPRESENTATIVE DATE a a a 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 cf the project at 12 01 a.m , on The responsibility for heat, utilities, security, and insurance under the Contract Documents shall be as set forth under "Remarks" below CITY OF FORT COLLINS, COLORADO By OWNER REMARKS 7/96 AUTHORIZED REPRESENTATIVE DATE Section 00635 Page 1 SECTION 00640 CERTIFICATE OF FINAL ACCEPTANCE 20 TO. H'& L Concrete Inc dba Naranjo Ciyil Constructors, Inc Gentlemen - You are hereby notified that on the day of , 20_, the City of Fort Collins, Colorado, has accepted the Work -completed by for the City of Fort Collins project, 6062 Lemay Right Turn Lane at Mulberry. 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: 1 20 Sincerely, OWNER. City of Fort Collins By Title ATTEST Title 7/96 Section 00640 Page 1 I SECTION 00650 LIEN WAIVER RELEASE (CONTRACTOR) a TO City of Fort Collins, Colorado (OWNER) aFROM H & L Concrete Inc dba Naranjo Civil Constructors, Inc. (CONTRACTOR) PROJECT 6062 Lemay Right Turn Lane at Mulberry )' 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 a2. 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 y) assert for all and any work, labor, skill or materials furnished, ii 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 aimproved by the project 3 The CONTRACTOR affirms that all work, labor and materials, furnished, delivered or performed to or for the construction, design, improvement, a 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 Q 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 Q 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 a 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 a7/96 Section 00650 Page I 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 H & L Concrete Inc "dba Naranjo Civil Constructors, Inc. By Title ATTEST Secretary STATE OF COLORADO )ss COUNTY OF LARIMER ) Subscribed and sworn to before me this day of 20_, by Witness my hand and official seal My Commission Expires Notary Public 7/96 Section 00650 Page 2 SECTION 00660 CONSENT OF SURETY T0. City of Fort Collins, Colorado (hereinafter referred to as the "OWNER") CONTRACTOR H & L Concrete Inc dba Naranjo Civil Constructors, Inc. PROJECT 6062 Lemay Right Turn Lane at Mulberry CONTRACT DATE September 28, 2007 In accordance with the provisions of the Contract between the OWNER and the CONTRACTOR as indicated above, for (Surety) on bond of hereby approves of the Final Payment to the CONTRACTOR, and agrees that Final Payment to the CONTRACTOR shall not relieve the Surety Company of any of its obligations to the OWNER, as set forth in the said Surety Company's Bond IN WITNESS WHEREOF, the Surety Company has hereunto set its hand this day of (Surety Company) to ATTACH Power of ,Attorney and Certificate of Authority of Attorney(s)-in-Fact 7/96 Section 00650 Page 3 L L CI H I J I I I} J I SECTION 00670 APPLICATION FOR EXEMPTION CERTIFICATE OF . pl rz tt zsel C CC LORADO DEPARTMENT OF REVENUE V °"'�R00B02°' CONTRACTOR APPLICATION (](e) CC B FOR EXEMPTION CERTIFICATE Pursuant to Statute Section 39-26.114(1)(a)(XIX) n(1 Nni WRAC IN THI^. CPA[:L The exemption certificate for which you are applying crust be used only for the purpose of purchasing construct ion 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 pan 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 penahies provided by law. Aseparate certificate Is required for each contract. Subcontractors will not be issued Certificates of Exemption by the Department of Revenue. It is the responsibility of the prime contractor to issue certificates to each of the subcontractors. (See reverse sloe). FAILURE TO ACCURATELY COMPLETE ALL BOXES WILL CAUSE THE APPLICATION TO BE DENIED. emirstoNcmui No (to tie assured by are 0170-750 (999) $0 .00 89 - „n t CONTRACTOR =INFORMATION 'Al a.ixJ ) ti1 d.s retie name Ar ne; partner, « corponle name a ling address (nv, bars,Lip) . ntaci arson -Mal address', eberal Employer c ldenticauton Number: tlamount lot your convect axum er () ( ) Bus ness leleplwne rvm Mrl ore omt a rn tax aweurn num r. -Copies of contract or.agreementp urges (1)L. identifying.thelcontracdng parties EXEMPTION INFORMATION ' uind (2) containing signatures of contracting parties must be attached t darne of exempt organeahon (as shown on convect) pf orgmearon s number. ;Cur 9- AODress Or exempt organization (City, State. Jp): nnclpal contact at exempt organization'. rincipal contact's telephone number'. lryslcal location or protect at. j,. actual address..., apoi G]ble and eues aOdror Nuntry Iles) where project is looviod) SCMitluietl ��� 'y r�'� Ealimai¢tl en ay ner e«rntiroon sun role wmPleeon tlele. +r I declare under penalty of periuryin the second degree that tree statements reado in this application are true and complete to the best of my knowledge oigneWre of owner, partner or comorare O -Ceti Ne or comorele officer le_ UU NU WKllt ULLUW Inib LINt Section 00670 Page 1 Special Notice Contractors who have completed this application in the past, please note the following changes in procedure The Department will no longer issue individual Certificates of exem ption to subcontractors. Only prime contrac tors will receive a Contractor's Exemption Certificate on exempt projects. Jlxm recei pt 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 vour permanent number. For instance, if you were assigned 89- 12345-0001, every application submitted thereafter should contain 89-12345 on the application. The succeed- ing numbers will be issued by the Department of Revenue. DO NOT enter what you believe to be the next in sequence as this may delay processing of your application. Section 00670 Page 2 1 j I'll, 1W j l EI, 11 SECTION 00700 GENERAL CONDITIONS I GENERAL CONDITIONS OFTHE CONSTRUCTION CONTRACT I'hcm OE*NE14N. OCYQDt'I JONS hou,. lxsn dot'clemal I using the 57 _A7�.4W'> GI'vVliRal, CORUIT105S OF TIfC ('Qk SlRU("Tlola M,7RA(T prepard lx the Engin,crs loin Commez Ckrimrenl.. f]nmmiu[C HICUC\n lulu-Xil<gryi Fdi�innj. asn hau. Chnngcsta that dixummt arc shoav b, undorliniug tcsi thnl has haen aJ&d and adkmg lh,.h text Ihm has L•e ddcmd. P.)CDC CTiNT.RAI, CONDTTIONS 191 O-S t 1990 RDTTION ) WITH Cl I'Y OF bORT COLLINS MODIFICATIONS (KHV 9/99)