HomeMy WebLinkAbout2011 Watermain Replacement & CIP Street Resurfacing Project111hob Department
f Transportation
COUNTY O
Proposal ICont-rnt Corer
PROPO$ tL SUSMITrED BY
ALwv C4i=o& o t a tq s, Inc.
corzfaciv'a Name
O cet #'.0.8og
ity Stale zip codo
STATE OF ILLI OIS
COOK " ...
MY OF FWANSTON
{pi ya !day, vimap. Toyn or Rom #N&W(A- )
ESTUMTE OF 00S7
09LIVER AND INSTAII PROPOSAL
C] CONTRACT FROOOSAL
CONTRACT
CONTRACT SOND
FOR THE IMPROVEMENT OF
�09 � U4��t�r €Jn 3mpfOv�(r,�a# �7r�4
STE E ET NAM ET CAR ROUTE 140.
TYPES OF FUNDS WATER and CIE
Submitted .
ApPM?ve Pasted
W .............................. .......
E'oi- G0Unty a h d Road District Pmje
Submiftedt ppmved
0010
k�l�l;way �33N5�
...................................................
Submittedi Approved
..........................
�)8'0
atoatyF g1 6; tj Grmlc #aM of #1y 3Mlys
�paaTftenf of Tran s pwtation
El P4ohnsed for bid based on IiMit d v�V.5w
is#a
3
......... . ............
ft�g;osa�i �ag��cax
Date
ore r if) approval 0.f award
Approved as to form;
$I- 4A"� �c�LR I
. Grant Farrar
orpor tjob Counsel
CITY OF MuNSTON
PECIF I CATIONS AND BID DC} CUMIT NTS
BID . 11-63
For
2611 WATER MA UN IMPROVE MENT
k 'f
S
pity of
E nst _
Bw OPENING
DATE, VNI , & PLACE Tu ud ay,t axer 15, Z DI at 2,00 PJM- in Room 40 ,
vam�faA Civic cryw, ZIG0 Pj4gp, Avenue, Evanston,
DW BOND: 5 % of COB trad A mount
PEI AFORMANCE,
PAYMENT DOD: 100'oof CoutractAwouut
COMPLETION DA E-. Spacial Provision
SEALED BIDS TO BE RETURNED TO:
CITY OF EVANSTON
PURCHASUG DIVISION
ROOM 4200,
2 100 RMG E AVENUE
VA STO , . 60201
Phono, 847/866.2 35
Fax, 47/4-49-8128
City of Evanstou
2011 WATER IMAIN IMPROVEMENT AND
STREET MRY.CIiG PROJECT
yy�YL�x
A 1 Y "'-1 lyh 0
Bid umber- 11-63
of Contents
Section Title
ELM
030 Notice to f3idde . .. ............. , . , ................. , , . 3
UO off'Proju.1 S4cM
Lacafiwa Map
0100 Tns etioris to Bidder' „ ................ . . ... . ................
00200 (3eneral conditionz .. . . .. . ...... . . ............... . ..... . . ... , .. i I
1 1B. Goals .................. ..— ......... .....................
00800 Supplemental Standard Spedfications .............. . ...... . 41
2 000 Special Provisions, Toftivai Standard Details ....— 125
20300 %d Form
Atwohm ent A, Sri'Ledule of Prices
ltar bm(mt 8, Disclosure of OwnershipInt Msts
Attacbjn xt C, WWIEBE Goals
r davit. of Joint Venture
Seh duio of addiOonal WVIEBBjai cb ix otots
Utter of intclit from mfw/F"BE to perform as SubcontTactors
A ffidavit of MVMBE Qoali e r x #attic Man
iv Wffi, 3 Partkipation Waives• Rcquest
gage Rate Act Shwt
Conflict of hiWiest
City of vanslon, spodaI provj'siozl:3 and affidavits
Noposal Bid Dona
Affidavit. of Avai labil i ty
+`or s to be returotd with Bid PropQspl
0 Bid Form — Section Z03 00
0 Selk eduIe of Prices -..- Attach wont A
o Diselo ure of Ownersbip Intuests — At#achment B
Affidavit of Joint Venture,
eik dull of additional f 1 DE Subconlractors
Letter of hitent from AVW/,I to pexform as Subcontractors
AMdavit of TYI/WX BE Gout Implamentatiolk plan
"/EDE Participation Waiver kegnest
Wage state Act: Sheet
obthet of Iaterest
Vp City of tvaasto , Special Froviszous and Affidayi(s
0 Bid Bond (JAdSecurity)
o Aff idavit of Availability
MY F t- VANS `
NOTICA TO RIDDERS
SECTION 00030
Scaictd bias wi I I be x ceivcd by the City's Ptm;ha6Dg & Conlraols 9fanag� r in Room Q00 dft Civic
Omlox io ;kd at 2 100 Ridge vcm;4�, Bwnmon, 111 Wis0 01, unfit 2,00 P.a1r�. lofA thno Tt 5oday,
arch f 5 , 20 t t and will bo publivly rclad gic rea fler is room 4, t3i& shall f PvOT the following'
AND STREET R98URFACING PROJECT
DidNumber: 11-
ox on Us project includes a]I materials, labor, cgWpi eot and serviees for atcr )mama
Instaliatiou, UlAity Improvements, St et Rosurfacing and all i cidenta i tWoration work in
Evanston. The above itorn shaii cQnforni to the Request for Bids on Mcin tho Office off tiro
Pu rchasing & Contiacts Manager, The bid d=imont, inciudi r ail ne ssary plays and
pecificatim, will be avaiLible i i c Officc of the PuTchasing & CoWracts Manager On
l~ebxuary 24, 2011. Thcre is a non-refundable payment of 0.00 for each set, Checla
hould be madc payable to die City of Evanston,
The City of Evangto (the City) i n Accordance with I he laws of the ate 0f Ili izois, hereby
notifies a] i proposm bidders that it ,;vi I affix ati vely ensure that the co tracl s entered, into
pur ant to this otirco will be awarded. to €lic succc s i proposer/bidders wi%out
disofimjnation on the ground of racc, color, mli ion, %x, age, sexual oriontation, mai tal
status, di abih* fa iixai status or'nationai origin. The Cateo�`M!nois r ug.-esandc�xPoblio
works coatxacts ti�at the general provaiIin rate of wa os hi this iocaiity be paid for caGh
craft or type of woyker hereon -der. This rcquiremmit is in accord{' n" with The Prevailing
Wage .et (8 20 TLCS 130) as awaided. The City of Evanston rescryes the riglit to reject any
or all submittals ar to accept the sub itlal(s) deemed most advantageous to (lie City.
The Rvanston City Counoii also x ser m: the right to award the eontmct to an vanslon fi
i rib oLt flxrWs bid is within 5% of thj� low bi<L
Fact e a clean€ shall be x Oixcd to submit v ilh ftft bid a d.i ciosme of ownership intem t
statement form hi accordance with the provisions orOrdina=, 1 -0-7 , Fails to submit mcb
information inay result in tlw disquaiifxcation of such bid.
Jewell Jackson
Pmr,basing and Contracts Muiaglr
Adwdsed on
hIca o Tribune
Fcbruary 24, 2.011
WATE R MAI N I M PROVEMENT A N D STRE ET RESUR FACIN G PROJECT
PST -fit S-1102
WATERMAIM IMPROVEMENT AND STREET RESU RFACI NG
STREET FRO IQ LENGTH VIADTH REMKS
fEm Lf
ASHLAND AVENUE
MAIN SMET
LEE STREET
643
24
LOCAL
DODGE AVENUE
DEEP TER STRErxT
LAKE STRECT
1,138
46
COLLCCTOR
OR EY AVENUE
CHURCH STREeT
EMERSON STREET
. . ..
lJ60
----
24
.... ......
LOCAL
HOVLAND COURT
GHURCAi STREET
. .. . .................................. ....... ..................
EMER$ONMEET
..
L360
29.3wol4o
LOCAL
LEE M5ET
McDAMELAWNUE
PITNERAVENUE
an
30
LOCAL
MAR CYAVE NNE
GRANT STREET
COLFAX STREET
153E
24
LOCAL
WATERMAIN IMPROVEMENT
]LEE STRIZIET ASHLAND AVENUE ASBURY AVr:NUE 862 29.2 LOCAL
WATERMAIN TOTAL = 6.03 FEET (1.31 MILeS)
RESURFACING TOTAL w 61011 FEET (1,75 MILES)
it 1111 11 HII i 191 i 0 p kg-[ 91 l 51 §1 1 s1
1
170
+:iQti g9
+8D0 o�oamaeo�p VVMor Wile wid $lr 0 Rluq rfadnq i
sTAo a rs � ri Vd�GCi� ��3.iR 3�lQ5C�Ct
a
1�L0
10
F �
ODD
as city D�
4
ZOD eiSmnop' ff C317lr3a,4i'�
$44sl�'$8�"r fi;�8f1;7M1i+¢F�:{i7'i
�Dll
24W
RkOD
1C4
7Sg4
x�oa
20
d$;�Q
9$46
9YO
WOO
IRR
4400
i394
�xbD
as#a
l p/1 1 0
a� � � + ker�� osu racar�g roj cE m�cd RL A IS A $ 111AA A11A i A 91
Thin tap is wov'Od 'to 41 Mout swenin of any ximl. Sep .ovimp&;Wmfs.html for mwe flilorFr-00n,
NG
+a.1.5k4#S,.` IONS 1OBIDJ,S'/7ii,.'l/REQUJfA MENT7 Fx.%Rt},LDDI
J. O OTM ATION OF SOLIMATIONS. The, City #s uwiv � �d�aaxcaax�
tared foran"# uari caxtiorxpi ppsesorgyi'orscaadbids vbenitis ztcira# thattboa caret
the =siAft oi>argct v411 ba in oxtEass of its formal bird limit of $20,00, goch as Us arNu,S.rcznW. InWeMod
bidders axe zecpiimd to s l;b t a scalcd bid W ity by the &teli= irdiczftl fax this q Nrneut On the i'or=
provided by the City.
7..4'}tA1k, E}F F.3idder s yiikrs �e,vk cancc} tb ei�r bids at tty Ebro �xm irrr #a fie srdrrr#i rd bid
pp$x rr #see. ,after tha bid opLrdag #mac, no hid slasxtk be witltdratwn pr canceled for a pertod of � Oty QO)
cateader ftys. 'ben cor&A et ;approval is re W red by ar3c�#lrcr a gency, such as the Fedvz W Goyer#lrE xt or
this $late of WjxWs, no b id M all be w0hdraawn or c�smeeled for a peIdGd of nines (90) c OV11dor d ays-
3. SUONUSSIOW OF BIDS. A.)10 Wds'e JH be received 41(UP, Mw of thel VxtrChRft Md C*ntxuis Ma"ger,
Room 420,Ctv1c Centnr,2t0URidge A-Yenue, Evamfan, IL 0201. All W& r;i 0betzbn*trdio*c00oMre
exty e; vr'slfx the fbUovft clowly pry#od oa the rutsidp,- b#dde3 rune �md addzti % strbjicct utter of bid, d fba
&:�tt d date omd have of ft b:c1. opoii , B.) NOTE— Three cops of the bid safo ation, ,as well a any 0#, er
irxi'ornmtion required in t ez so)[ €atioA dorumeri 1[n W Ire srrbzuit W on the forms proviaW with all Walak
spaces for bid prim fiWed W auk or typuwriMia '%Ad eontairxing ttii rNWr-ed WOr, 'son. E;kp€r copy music
conftin the s.Ikme inforxzxalzoa except # a set w wt have on el sxgnatttres end sio�mps).'G.� ANY 13TDS
RECEVM AMR ThVM AND X)Al n Sp6CUTFD pop, `ITIM RECEWT or BIDS WILL B F, RETLWM TO
TIM DWI)ER T.Pid OPMED, This thtr of"t bidder to inmm fat I& or her bid is dcbv=4 by 1H
rrtaW bid ope g t4xt:. h4aijud bids, wb ca = deiiv"4:d aft iha sp('66ed hDurr, wxM wt bt� ac0gfttl m a uH1;ss of
post wed tip on The cnv&pr,-D,) N&wjibnpxblidyopimedonthedetcwad tic spccafCcd£oxthexs iptoM&
k &s gated rocs of lha L�mWon CMo OWU. .) Any biddcx my WMWmW 1 zs or her bid by tet#cr ocr vvatb L-r
id=dffca&m by piomom y socwriug ins or bar bid at any t prior to %t s ibRd bid opmki tme�. No Haply
request fx)r wiffxt#a al of bids will b,� bortor . X) No bi& xvW be remiYM via, k; irtt=d-
d. PREPARATION MOMS. zebiddcr=4tpr6paro the bid on ft Etttachvdbidf6n3 s, Uaess othcrwi bed,
a .bUat Vass onThe bid pageorpages n=tbr±i ed in. Eitheja,ttunpsue». cc,�za"uo-bid'°, asthic
e�?sc may -be, mig ba statx7d. for rodh ar3.d every its and n=tbe 6114€ r ty :d in ox writtcrz in irk.
5. SIGNWG OFRMS. A.) Bids wbicb. sjpo :d fora corpontiotashould have the co=tt rates 01,c n=d
siloof: mnuth rlw dcrX,"tufffccnrparwimmauuaxi#yvarr'lwkb0ow#izacorpmtt,WmeMo ingwolds"BY'
".Tick ofQ cbcidbyihi; Mort sig=gfar ca nration,v4fth,fi,WOpp rbelovsrsizmft=of officer. X)
�3xds Mch orxo �d by at n�Mdss� doing businms ruder a kc�u nmr, s#aots�d be s3 serf irs the � o��c
iadividW I'Mng biYaiut=as. .,' C.)' �-;)at eofeacbpx :raork�4M49tbebid r be# crli�r rnitadbalow
or beefipubm, )Bi&wbi6axesi edfor ap orsbipsbosdd bc sited is tip ma'sna arift1hr
OrWs �amuby A1Z0=y-ja-FzzL X#sipc4SyAftoracy-k-Peal,ttsc sbauidbbatlachedtofhcbid aPowuofAwroey
evicieuc aulbo;ity to sign the bA dated ft sa .e dalo os On. bid and ex=ted by afl paMe% of ft firm.
6, CONSMtRAno € F )3W$. Tim Pji �md shall racpxc Mt eM as for the City in 411
matt rc , p� to i s bid and the co W41a t in conju4c6on 11mw h.
7. WEMRAWALOVW S. BiddQrs =y withdraw orct cAtbeirbidsatany tkwpriortodie edv+, cdhidop
three. Ali x tbebidop g ftV,, r:obia-Aa bi-, wjMrawn err mzo0ed fora period ofsWy(60) calaiAaardaarys, When
conx►,C*approval isrr zsrcxibyanDlhurago , has the pednaj Cxovc mtorlateSlatuOfflRaoi�t,nobid ;dMbe
viMMWn or 0 c0 .W for a purod of my (90) r ]ax days.
$. FRRORS IN RIM Bic ftrA are caur�ozsrd to vearify O Cicr bids bi £ire sw yrr s, 6ozx, cg g= o'a the pad of tho
respondent io pieparing lkz-bid coacxs rya aright for itSrdros+ j ormo&ro ioa of#arc bid z&,T itbas been opined.
W ease of =or bs the a tumion of prides an the bid, Uat prices Vill govern.
9. A, MMA- .) Any arxd aU cbarxgcs to the, s �cationOpls s are valid only it Choy axo iaduded by Writtrn
added= W all biddom, Bach, bidder inu&t adu owledge receipt of airy addenda by bzdzc ing M r,� B xd page.
� bidder, by ar3aa4v4cdgi:ag r ipt of any adds, Aa, is resp�r W le f the t is Of the add0 axxd any
6aups, to the bid tba 6*i k lafte to ukni win edge espy odd ds =y cau: a the bid to lac zcj, Md. B3) Addcrda
o ation is zivaUablo. ovcE tbt; ItR=t at wvvvr. ' r st x, orbye start eof eaoF#h �'�arxd
CxxaMvAs Mannx -r,
Updated: 1 /14/2009 5
10. 1 5 RVIM RIGHTS. The city oManston reserves the s-ighi at any d= and for any reason to ca=el his or her
solicitatloa, to anwpt or reject aay or at bids or any portion there f, or to accept au altetxatc resp =e. The City
serves dte �gbt to Waxvd ax,y is�' l &&-It in arty xesPo e, "sae City lwy suit olaxzfxca n fiom any
re"nileut at =q f me, anti Mare to respond vi thiu a reasonable fitme period, w is otherM8f, -wiU be
causa #'4rcjcctl0fs.
11. AWARD. It is the intent of the City to award a contract to the lowest respo 'ble biddrr weqti S speci�icatra�as.
'Me pity rescrvea tht�,Tight to dctcsx> iw% the lowcst mspousible bidder on the ofanindividual items, Foaps of
item, ox W spy way t1cwmdnc4 to U in the beet Wr mtit of Oio C ftyr ,A'cvard will W bayed oa t folio tg f'ac m
(wbem applicable); (a) adherence to aH conditions aud vequimiaents of the bid s ec is bons; fib) price; (6)
yuo-siiFicafww of the bidder, fimI sding past pmrformama, fm=W respoiilrility, gcmtral reputation, ,
s rvicc carpabilities, =d -ra fins, (8) c EVM or convIetion &IC', (c) product appr co, warl=aaaup, fi)Ii
fasten, f4t it overnku duality, sad Me Lulw orprodw tes t , Q twia itoame eost,s and wmanty lrxovjdo=: and (g)
repwdage or re�dJi3al value. A bidder, if rexiwr wed, moist present �6dih #sty -eft 48) hoots of a request,
evid mcc sa"ctory w the f;`u=haa i and Contacts Muopr of p ezflotrmnce abitityand possesslaaofnecessary
- fat.tiJ:tic8, Pceardary zc 0=ces, and adegaair, k framc to comply vvitb tbw TP,=w of t€Yese specXhaticas and comant
doeats-
12. BMS AND PLAN MPOSITS A. Whey requ'Wed on the cover sheet, all bids shAl be aceo panied by w hid
deposit in the ,5i=uM sptdfied, Bid deposits shad[ be in ibe form of tads, a per irW cbitk or eashjws check
drsr nit a responsible bank d Wog busiess in the Vnited States and Oall be made payable to the City of
Rvanstj= Bid Boatls rtre also acceptable. AM bids riot atownparded by a hid depimif, wlrt:ii pcgrjlred, vrili be
rojcefed. B. '4 jt do 20 dxp� after the bit] date thin tarty w1H r0um the bid deposits of oli brit the 3 loivcst
qual ad blddi-svhosc depositwill 5n heM antil tontraittAwnrd or at the expiration of tho sixty dAyor nlnuy-
dayperlod for bid Award. C. Tho bid deposit of the siiw,ful bidder V01 beX6taiatrd until c8ntncl doew-nouts
have beers ma+4ted rind $h Ciontraetbrhas subWfted aK tht r�gnlrod liformatiom Yeaflare to comply svith the
fen= of this sp�eMcailom way bib cause -for forfeiture of said de os%
13. M="RETAITON OR CrORUXON OF BWDIN ]DO UMM, Biddees shW1 pwmpfly w4 lhtc
City of any =hb pity, irico=iAercy, orv~ error that they Rover upon wozdnadoii of the budding doctmaeais.
interprctatio , eoxrrc n% =d cWnps viM be =& by addendwiL Each bidder shdl ascertasuprior to submitting
a bid tW all addea& lave'becrr rL%icvcd =d are ackxtowledgcd in t1a bid.
14, INCONSYSTEMMS AND OMSMONS. aad ikc accowpuobt Plaxts, if'aty, are ilatudod to
luAw. all infor=wn necessary for the work conteapplated. If, by kwdvertence a: othemise, t& pLws or
s eta ca#oxxs Omit some ir►# r4aatiorx need for that pwpoaa, thin contractor shalt, ncvc4cL1, be ireytred to
po form=hworkatnoadditiowloasttotheCitysothat#bsprojectrimylye0=1lt�tedaecor&v tothefretsiotesxtan8
pupose oftha plans and speciticatiow.
15, CCU ? f3 S. Sidderg = ad d to bwos c fiwAliu voffi aU e=d.itions, fist tctiowr and spmifta6= govoming
Mi orherbld. Owia avc+ard�Yrasbe ar a e,#a to sWbAvemad 41flhoeoadifi , &Oraetiowmdsperd icafionsof
d3is con ot" W be i-=t a to alter the ors n e pact or to retest additional c pezxsatim
16.'VERMCATIONSOV AT.A-)Itbvnderstaodandvieedthattheuuit4u=ttties8iveuinthesespeeifmliowme
appto*o4- oWy, aid the contractor shoal verrfy tFiese quantities befom Nd&g as no elaisss sW be Ys & agairsst ten
City on, or aiu,=t q& any excess or d &it y is tho Tho r tractir that hoc A*ked the premises and
detcrainadfor itself, by Actualobv- vafion,horWg,tesfhole%oroiha rw,, s thc=wreofa3lsodand vva=condidow
(bAaboveand hOo ground inthalineofwork) &atroayb,�;encosaa red in atcw uetionworlcts derddscontmer.
The =t olfa11 s, h irgp 6oA borsngx, ete. A4 U bernc by the norttractc% and rao al; nee will be, wade fin the
Wure ofthm contractor to estimate corteedythm diffisWfies aMm ex on of the work.
17, COYMWM NVM LAW . TheL bidder shall at 01 tunes oiaser ., 411d comply Mft all laws, oxd :.es end
xtgu]irtir offlu:Federal, Statc,Localsad city aovermnenm,whi msyinanymannerafiectth#preparationofbids
or ffie. Pez*=me, offth cnx&act
18. ilk 1fiP=rA~1' 0N0)?CONTRACT DOC-UMNTS. Anybiddex in doubt as totbe truemeantragofanypartof
ftved1k;adowoxoftee tram esrrmts, way xegvestauiwerprttadontlrcfeaffir the PMvh& ing;iwContracts
Manager. The p4wou req%si s g the kt+agneWA= 6haU be resTomibk for 1w Xordpt delivery. At the iv est off e
bidder, or in the event the ftcbasing and C omits Mwiager dee= the i&zprdation to be subaf=live, flit
ioRerptMlion W11 be xmde by vMtzaLd4=d= duly issued by the Pkaebasb9g aad Comftwm M=gor. No =1
"pLmata3s wit be binding,
0. Q AL CA.TION OF DMIM& A-MH bidders rust be dual&& W acaort with tho iwt=tioas,
prooc4m&o and =tho& set krth in Ug s ciflolfiotf.D.)b awarding co=ua City sy►tAe into consideration,
Updated: 1f 14MO
$kill, farAitics, VWsrcity, exprrricn , *LW lity, respww6dity. pvwions work, financial stsxrdiog of Miner, wMn# of
work br;irrg curried on by bidder, gtwlity and efftciMC1 ofwnst=lioa Nuiprx nt prolrMed 10l» f►srrtislted, peraorl of
Elate within whi6 proposed equipmemt is fjrmi�;i d ate delivetod, m-msity of prompt and effioiem cmpiot[on of
Vork Fomill des=ibcd. 1whijity of ally bidder to meet regoiroineltts mcntiomd above Tray be car for ri�jcofisrrt of tZo
bid. TYt addWv0A if the projwt c0vmd by thin c0lWact is a Miliwity set -aside proj=f, the 4=tr4C3j; tt qual ifwilt]OM as
e minority fjTm vhli doleurfl e, lbe eligNIky of 0-,e (=tractor to bid,
0. C<>M l'F"l ENCY OF OWDE-9. A)No bid wsl k be a=pted Born or c.earrt=,( awardod to eny pmOn, faM or
cl;iporallm that is in asrca or rs in d oull to lba City of l vwton upon any debt or that is a dcf hiller, as
jtt ty <�r olharM,4o, tip Y afty obligation to said City, or lmd fa'skod to porf'om faithful ly any pmvion;r ootttraet w6 litc
City, 0.)Tho bidder, if m rtOsled, trust present willtia forty tight (48) hours cvidmir 0 sasi$factoryf to tho Fvr uhWng
end C.QntmM Manager ofperfosrr =0-, ability and pass=:on of a=ssary facilities, p4�kixtim m ounces and a4oqu*w
j=or$j.G(, to comply with 11:e terms of lhp-sc sp ifi" ions and c wulrt dar-wwmts.
ZX. SpFC) MCATIONS. Rt fcronce, #o i r=d names and n bum is menint to be dcscriptivo, riot restrictive, IMl s
olbenvisc sprcifitd. Bids o%� uiwilcm kms will be (,*Wdvr d, provided she bidder c#caxly sides aefly wba is
Vmposcd to ire furnished, it}chx dinA compkolc sp=ifkalions. Unless thr, bidd" sp ifies oftrwk� it is trade MP0 the
binder is offo&g a z)-,fera lmd hrAfA item as spcci od or is bidr}i rtg as spoon find whm ai> brand is m£or nwd. atad does
riot propose to fumish an "cqual." T`bo City resorve.s the right to &(ermine wisothor a. setlr,4iltile offer is eguivalcnt W,
wW meets the starrdaM of quality indi(alcd by the timid name and numbor,
22. SAM FLES-Whclt sarnplcrs of hi=s tire co lkd fox by €imp)" rxrM lie fulmirhed free 0f "powe,
and if not dcwoM in the evaluation prOccss w311 be rctumcd tit like bidder's cxpm= up n regvcst. Requasl for tho
#am of swnplcs mug€ accompany liar sample, and must irrolu& a UPW—ed-1;x Picktup S lip. pos#sgo, or o ber
acrcpub1c mode of titian. Individual s=pics mot be labeled wall( bidder's 1t me, invitaforr numhcGr, ilOfwl referacme,
rmanuNomer'8 brawl rxrrte artd rtrtmbef.
23, REGULATORY OMPL •,ONCE: l oh lAdda represorls d warmers (lint tlsa goody, 0r services €tornislr
Ye=twnder (irrr:lyding al I laWs, pacl;ag" aaW wntninerg fur said goods) wmply Willi all ,appl taabka standards, Mcs and
rngulaliarxs iA effect undcr the, requimments cfal I F d4=1, Slate, and to l laws, ruly� and regrilafionn; ,s appkicalAe,
inf,;Ming the oaupafionai Safety =d HAMIh Acl.ag ammdcd, will( respect 10 dewlga, causlruc#ion, rnanxAclttm or
= l'or their intcrdw purpose of sacid good car services. Tracts bidder rrrt"s furnish "Malcrial SAW Data Shoal' in
compliatxce whii We I pixels T<?x ie S;tbsst&rcc51*410swrb to Emplo = AO wh= mired.
24, PRXCING. Tao par c quoled £cr caacb item is the HI puTcfrasc prime, ini,luding dchvcq to de slirvion, wind inr W" all
E mrrsporution arrd handif ng charges, materials or Ferris r:ost,%, pwcmt royal I1w, axed a l k olb" ovtfrhod charges of every
)3rrd and stature. njcc;s of rwise 5pocif"rr-d, tszices z5ball roernain firm for the Contract period,
25. DisCOUNTS, friers gwtcd must bo rtet after dcduotiug 01 lrada and gimnl ty+ dkpcoltnM Wwre cash discrtrirrls fOr
px�rrtptp�yrrxr;rrl o�'orcd, ;e o#t�sx4 }rkgd slsall �n.va llx !bc date a� rCCCipt �f # aOrrsG( invoice ar rcip# or
final aoceptancz of goods, wbichtv+er Fs larlcr.
26. INSP&C"'i OK Malmiah or Nuipmmt pxtreh»sed I" stjW. to s'ltspctlon and approval at #lie Gfty'r rfcs#zoation.
711e city M�, (vvs the right to rcjva and r xsc ascr ptaacq� of itesrm whiolt am nut irr a0OWancc with 1hr,
irtstrtsctiow, spwiftoa tom, drawings or data of Saws warraftty (exvress or implied), Rj-,j-wed materialr, or
or ipmm shall b,�t rcmow4 by, or at the cxp4mse of',1.1m Seiler lrrornptly+ apex re}adion,
7. DISPUTES. P,rcVt as othcrwisc provid in #isle corsWol, sny di gpmle coiocar in$ a yuest[6n of fact ari'4ns =&t lids
ptttrsrt, whiuh is Dot disposed of sla ! bt± do6ded after rcvicw by th6 f'urrhaslstg and antra Manager, wino shil l
iist#c a wxilten decisluA and rxscil or 0llterxvFsr: rmish a copy tlrmmofr to the Contractor. Thy: du6,;km of the Purchasing
attd C'ontmls lane+ er sbal l 1w f mal sr d binding-
28. CATALOGS. Each bEd&r sbulk subtrA when r a ted liy The Pumbasing said COTAracts Marmgu. descriplivr
iilcr�rhx , ;utsl data€k d (lrzwhsgs, fully detailing fmtur►*, &SiM cf=tudion, 3lrp60lsrtci(s, rjniRh05,)nd tk;c kik e,i o%
c*varod ij�j 1hu spc cijC uttorts, Dmesmry io fully descrfbr lire nmtudal or vorkpropcsod to bo ftur rislW.
29. TAXES. ES. A,) federal Excilic Tax does not apply to rk wMals purchased by lbc City of Evmi5lon by ViThm Of Bxemptsoa
{ rttificala No, A-208762, Tllino'ss Re%ftre Ocettp4on Tu, U-�4 Tax, and T'rfiwicipal ReWom' C?VVn ion Tax
do not apply to mate; mis or scxv:c s pawl( and by thy, City of Evamlon by virWo of Slatute. R. Tire City of Ewarrs(ort i�
axcrapt ftm lllxrrait� Solos Tax by, vft)� ! of Exempfion Idwtffication rruml v M998-1750.04. QThr, ty's f rr ml. tax ID
rrtwbex ir, 3"005870.
30, PERMITS i' & FELS, All bidders award l s tv rt must sc vm =d pay for MY l icMs� zcyvkr+�d by the City of
F-Vmston. Neeinsmy buildttg permits will bo required, but all pormit f w�I lie waived and rnorreys for same (nits#
scot be included in any bid.
6
S L ROYAY,.MS AND PA!MNTS. MtT rr=t pay aU royalties and Rot= fees, &Her muM defend ail suits or da
for ir emtintofimypatent,copyrightor#xadeiwkdgtts,at must hold t4City harmi=from lossonaccoaat
thextof
32. MCM, M POLICY. Thvark oa City Co=a resenos the right to award the 4=t uM to are
Bvmwou 6xM if tlue firmlr bid is with�t fivo (511A) percent of the low lAd of a rxork-Evamstazx firm (see Ellait
n3 PMMRIKNCE TO CITMNS, In accoxdance, with tit-. law and tho provlaiom of Chaptcy 48, SLedonl 269,273
entitled " re ebce to C i ixew (i inois) on NbUt, Words Projec A,e ` tba coakaztor M6V bs regal iA iQ give
pit: fb nceine EoymAmtEaMim�*Jzens. prospeetive,bWen*M1tlr%ovg yfamwoitethmselveswitht%-.
provivaom of thie AoveY=Lmdmc l At=d sh l lsrcpwe any and all bids ixt sfrlot cctnpR=ce thetc►ri&
A COORD) A O OF =SSG 81TJ9 VVrM DRAWM& A.) JMore stabmit a bid, biddexs stall
c=faUy cxw4irke the drawings =d visitt1w site, and fully iaforw the elves as to all eo it ons axed
11[rX1ii:►tiom. Bi) Should a biddez And discxspandcg fit, or omissia= fromihe dralvings Or qpodhra az' Or s old be
kdoablat, to thtirraeaxx g,the bid&rshould atortmonotify thh ! P=hasing aad Contracts Mager, who M11 imu
necessary ius#xrto ow to di bidders in ilse form of am addodum
. POWER OF ,A'iTORVE 2'. An Anomcy-b-Fact, who sips y and ail aftho bond or coiatract bonds stftsitted
with ihxebid, mum file :4th eaehbo a rd&dxrxde f`cedvelydater.€copyofthiwirPowecofAttommy. Tbi# st+cater
ahotrld be the sme or after the date: of dze cootr=L
6. WA M g Y. A) The contractor wary M tht all sews and servxeec shod to the City sha R be in accordance
WA sPccifkatio= and free from any dofteta ofworkmaWhip And nWtri;�&; th,d�Ws �hcd to fteCity "be
wetcb=tabje and fit for tba Cam's destribed pwposcs, =d fl. rdt no go^verxurtertNl law, Tegulzkdoxj, order, or rule has
ken violated in the =;1nM#'aoture 6: sale of: umhsooc . B,) Tl a -.o uav to wax=ts all equiprnwnt ftznisS d to b� iu
aeocp#aVc coudition, and to operate saatieworily for a period ofoxre (l) yearA=deltveryof, orfbe. c mplWonof
biwallation, which-.ver is teat, =kss stated otitcrw4e in the peci icatso s, W sloe# it d4eot iu woriam=l
aMlox quUty of==lobs are ev#tl*orled in this period, the Seiler dmH remit fuJl credit, xcp'#aec, or mNir at Cit x
dimrotson ixa=diately, =h cquipnn ns and/or paxts tbrat are defective at Ao additional cost to the City. .) The
"Wradorw4ia lo ft City that caehitcmfunr lhedhmunder,antisnSycompoatwpartthereof, wM be =NYattsiln
con#'omny VAL i this Qpcci &40w is all zrspeoti, mess of vise spcqzffir4 =d ki ofthe bcst quzaMty of it,s i �ectivt~
kind, kee &ern A01ty workw�twl3ig, seamdals' ov dt;stjp, and ioa5N l A s ci n* to f' M any operating oo,iad ti=
goed dbyths City. D.) , contxaetorsWArepair or mplacc =y item or campoamtpart thercof foaQd not to U fiq
co zy viith tlxht paxa mph pmdad th8 City m"ed dZc 801ar of snch �w# i►forwity widtin orte l) year alter
isuitial uts� or �vit�uita of rteerr (l8 mtbs der de�vexy, bicbarre�r occ�xs f#. � e evextt Sally � t� proceed
diiigewly to sus yeplacc or repa4 within a reasonable fte alter ne ipt of such wtitc, the City =y tmdutaka or
eon lets W6 1*[a0 rrr ,t ar MpAk for Sel[C ''s account, read the serer wiH be wTotWbL for any addi&ml costs.
Aw-putnce shall not x4e ve the seller of It ragonsikilky.
37. INCVMD COSTS, The sty v l not be liable fox' "y costs kiunrmed by bidders s' iql*& to this invitation for
bids.
9, 'VARIANCES. EuhbiMtl ar wwt state or last by m&xeneo arty va6atics-.as to tame =Nor co tio=
sct forth herein with its bid.
. DMlVINMtfATION. Contractor mug defeud, iudm= fy, keep and hold baxn:tless the City of Evamfon, its
officers, represexztatives, elected ud appoiAled offida.ls, aga-aU anti emp%yc-.s frorn and against a► iy aril aU Usv,s,
ixtcluding those related to:
!. us y, death or d=a a of'or w axzy person ox propert .,
2, AV imMagement or viohst on of awy property xighl Cm(-,Atftg past, trad ark ox topy fight);
3, failure to pay or peisfom or cawio to be paid orperfbzwi�'d Clorsixactcus cover is and obligation as and
whim r uixed under dais Contract or othcrwjr c to pay or perform its Ob4atlQW to Luny su bcontractot;
4, the Ca`rO a eroWe of its Agbts a d xemxdi arum thb C uxact; and
injurrics to or death ofzigy employee of0o=ac#or or aty subi=txac#oruodil r aq wdkers comp6nsutsors
start##$.
"Usses" mma?, iadMduaUy and collectively, liabilities of every kbA, i=W tag losses, dUmgea and =ozia#tle
omsf% payments a0d oxp cs (such as, bZ riot Rmited to, court casts =d reasonable attox ys' fines and
46'burscrr,=#s), dai=, deri=&, acdoas, snits, prcceeftr" jkldgramts ox set#lerzaer�ts, arty or ZU ofwhkh inn Any
way arise out of 0-r relate to the acts or osnis40us of contmetor, f#s emp#ayees, agenu mid suNontraoor&
Updated: 1/14/2008
40_
41.
42.
At1-e CityAMMey's optk,% CoxatmMrx tdei' d Q saxits brow t upwaall =rh dosses And =0pa y aM costs
amd oxpcwc� ; incidaaa133 to tbew, but the City has thm�gbi,.at its option, to participaw at i oNYA cost is die dofewe
of auy suit, without relieving C<0:4ractos of say of its ebli sli Wul" tWs outm-ot. Any scah=uot xf�t be made
o y wi% thi prior written cowcQt ofth: City Altorwy, ifthe setttmmut x uixe.y atdiora 013 the part of 1ho city.
To the eXtent perm ssibxc by 4tw, C OUITact<or vnives any lmsts lA the a Carat of ils vbligatatras to in&Vrmrrify, defe
ox cmtribute to auy w= due uudcr auy Losses, kacludb g any claim by auy =Tloy of ODntmoor tot away bps
xabjt to ft Woxk= Co�usa#uan Act, 820 JLCS 30511 a seq. or any otbca: v-.Iaud lawor judicial dexisioan (mach
ME, XOJeCAI V, CJOP.F Wfd[7t ' Corporadon, 146 DL 7A 155 (1991)), The nit , bowcvor, does spot w&e any
lixnitatiorxs itxnay'xave onitsliab ity under the pis WcOmm Coiwmsati=Act, die Bois pr ',imCoft orazry
othea: statts#�. .
TIC inaca tics ix� this octxon survive e%Pixntiors ax tomlbration of this Contract t'or aura wm; occ�g or arising
during the term of *hS Ctrntract or as thce lesult of oar d1wing the 00A actim perl'orxoaxtoc of 31-,Mccs bf'p zd tlse
term Q)mrmctpx rtckmowle ftt";1W the r WXS=A% sot for% in tWs t action to istdrasasaify, kecp and sav haTaess
aaxd c1 ftd th City are apmt firma d aurt iasa !Wd by The C:ors mctor's duties under this Contmi hiding tho
ir>ioc xcgvix4xr )� W set forffi in tlac CoAwct,
DEFAXJX,T. 'fire is of tlxe ess = of #has conptad and, "sl`dcH n j:y or acceptable itcaaxx or mdeariug of sexvices is
axot completed by tiac limo pxowit , the City rese.n= Iho xi'at, wMout liability, in addition to its other xxgbU ;end
zed€es, to te=inat� the c ntxactby ztotiso effoofive whean ro6cv byScl:cr, ae to stated itcnu;r.0tyotslatilap or
r>ervimrot yetx=dered and topuxch�e, sraFrxtittato items orsetviccs ciscwrzezt and cbargc the ScNc3r vwiih,xtay w all
lc o,=ixacu=4. Tim City elsall be zntiticdto xc('ovz'rits mloniey's £crx "dcxpensea inuyst�ssfial aotionby tho
City 1a cnkT" l C011 sat.
T.'AW O'S'FPN . dais rontxaot shad be governed by asad coaxslrued according to tho bw3 of the State of
sons. the ovemtof iitigatansa, lbc vmuce +wW be C ie Cousaty' llliuois.
E.FWPXA)YMid'OPWRTUNIY. &) In fhc ovttwoftoCo'Atzractux'svrMany +pzovi 0A
c f ibis BqA lea Tloym t OpporhWly claw, lie 3I1ix & Pak Enloywmt Pof"ti s fit; or IN. FAix Ezployoftt
Pxa:cfic issioia's Rulv; ond ReSdIaliowforlht:wr}t c zxwybadccia ron-m9ponmueand
. rose iaac 'blc for i'utxrre Contacts or with t#e State of Blinoia ex apy of its prxliiical skabdiv€sios or
tmicipai co p=tiow, sand ft c*ntxad may be c==kd or voided iax wkole or in raT4 zed soola Ott='q'a= i0W or
petkaiiiesmiybokgck sedorreaxaodiosinvOkcdnpxovdedby tafiiztcatr at ots.D )Nringthepnfm�afaccofUs
V'Ontz w': o carxlractex s sees as follows: x) That it vwW rant discrinninatc agaimt any errxployee or a �caant for
exhploywmt al=oi`race,rolox,nfto%Tex,natioxralorionoxat eft or age orph)=00r>caa Aalb icapthat
does txotimupaix*94towo>e,;axadi` r that it Nrx examinca#ijotrclesswoiowto ftmr6mcifnxaaaorirypmoasscar
vvoma naa'et+ lra t r xi dv itakcappraops 4loai awati"aceO)itic, xcoiii' anysUauudatutiiization.2)Tbat,ifit
ILil= odditxonal loyees i» War *0 perfoxxrn lbais coat r; ca, oz auyporticnhcxeot it.vAU deIcr ne that availability (irk
rt a a=e with tic F� Ek Ex�ploy=at Crb=a )lssiosa'�s Rulcs anti Rogulations for l blir, C ratrncts} oi'rxz orit a d
mm iu the arras from wdeieh it rmmy xcac" xwbiy re xit ,w-d it wM hire fir cads job clas6fi of >g for wbiuh
c loyo�e mv bixW iaa such a way that rrgrxwitia and women arc 'nut aMcxca' 61b"e4 3.) Tha4 in all Solicitations or
advoKiommU for employees V)acod by It or oaa its b64 it will state that all mPplic is vdlI be afiv d evial
op"uxityvrithoiddis ama6m baca= ofxaca,color,religion,sex,nalimalon oru=s .4)That it'.vwiilmud
to each labor 0;!&ani7,ati0taorreprasMU16VCOfw wkerswithwhichitleasorisboenxdbyaozMec6 cbarY,ami oxoibcr
a r enae.-at or md�atau&k& a Welke advising such labor or roFo, tativo of the cmh'acwer' obligations
t dcx the ]his Fair Employmmi practiew AGt Wad the l;aix Bmpk�yynmt Pmct ecs C .is�i D!a des and
RRgdati W forh1buc contmas, 1#' xysttchlabororgans'zatiozr0sx Ms4W.Wwfailsorwfws; 10 o 'atr+with a
r,or der iSa i%s --M s to comply with such. Aa sad c; and RePI taM the cMLZA00r wDI P=441Y so notifY dr,
1a. is Fair paMPlo xWaat p aaice's oanaission and the cnazlr$cting agzmy and )VW xenxuit canploy s froaa other
se esawvvliesxnecessary to MR obligations lhcrl� dcr. )719 itww ubmit x4portsnxuT�rdby thellhnoisFair
l-narploy=zn Fmtiovs Caxr ssio)Ys Rules and RtgW4ow fiox public C tracts, l'uxaaish all rulovaat inforrnatim as
mayfroraimctoteabbeT,cVm%dbyt Fair Er loyupmtPrjoaioas£ sxa SsionoarthecosmdiAgag=y,aodioa
] sCT" =Plywith tineBoisFair l* loymmtpxaeis=C:cmuas Tiorr'sMules ftdIcegubtaomfor l'ublia comtracts.
6.) Uatr it will pmTr t scones toad mlovant ba uIcs, M00rd% accounts and wor?c sitV; by lx=0rxa0 of ft coWmr tg
ag=y, the, City ManW, Qza Coax u*n ioa and the B nnis Fain' Employmcat praedccs C:O=Ww .,for pro= of
iavm6p6cn io asc ,ai:a (-=phanee; with tho Wiwi-, pair FuWloyment Px4ai= Act and tlau Fair Figloyu:eaat
PractiM Act and tine l;,* Employmmt practices ComniWods Ri;les mid l gulaliom for Pubic CoM=U. 7) Tbal it
Updated: 111 /2008 �
wW incWt Yerbatm or bymfe etho Pmv iorxs ofsubseati=(A) through( ) of" vht 5 bi tvoiyp om4ce
suornc4s do ux actinau 0(b# t i? arr 1fpitxyimt zed xc#ieeY�aon risteatios #+�
Pubtir.Contrailssothatsuchpsovis4=willbabindinguponevery=hs� cou -,wr, and tho it wA(Aw imlu&the
prrovi low of sub=aflow (A), O, emd (0) in every "pply subwnrraa defimd ixt Section 2,10( of ffiea pair
npioymotPractlt Coip=Lsics g Rule% and Regatatiom &rPub9otvontmdssot#itsuchprovfsiouswigbebW
upon every sweh sub tr ;tor. int afl=i r =a x as vft o0mprovisi=ofdxiscoutrag,thocowmtor MbeU61e
for conaplimce wiffi applicable provisions oftbis clax a by all subconwa,-# =, and fmWr in %rU promptly aatify the
0=Vacting ugeac =d tho Minds Pair Envby=eUt PmKces cown&sion la th'a eat xMy subcom-acto3r Wn or
re&�stowzup�ydlemwitIL hia tiog,nocontFactorwMu L e=ysttbeontractor&c€aredby&eFakE*oymi.-sa
Prances C=mbAon to be non-rtspoasillt and therefhre ineHZxb t< for cmt=u or subontra= vri h the State of
Miaois or W of its p*WM subdivision¢ or wimicipai corporadow.
43. A"MWnVE AMON IN MtwO "I ACC' (EXCE mil' MOM RESOLTMON5 -R-7.1
"Corztrat<tor ap c s t d it sw, il attively solicit bi& lbr dw zbronuacfing of gootW o: t�ervices &'am gmaj e4
miuoritybuiiv es. AtthoregunstnMii City, con#r'actorshall ft=ishevidanc4tyfhis o)r#erCOMPiaFkrewilhthis
Mvkamw of Mir oAty caprr- ur firt r agrees to c onsider the g=t oi<`wbtaatracts w s d &wt ity
biddem on t basis of substntialiy uqW bids ha the'iigbt Wor t . vorablo to saW rr+bOAV COR=Otor
fiZthcr s#f = that in obtainin-qW-1 or her and bid bo4ds, he w't3i seek oza uW use cornpar ie w1io have
records of and er WhowW m e con ibto its W, thoboadiug ofiuWority �o tractors #n a basisc=pwabieto
[]�eir bond o s i filar x�on xn ortty cprr�ractors, Tito con ractc r may be requimd to stibbit ibis a vMi A";wq WL of
the hid -or subsegaz4t to W"44, �7!'4�4 EBE CA A ' '
The City of Evanston has a goal of awardiat 25% of its coafrmi% to is rity_oftr d, woffion- }VMWe ,md
Lv=toti-b sari bwi zasaas (xvlM/Ms). All muA s Omit a lmr on their company Jetterboad rowdlkg
theproposcd iavoivement bfNM&- s ia eomp'leting a portitm of the services mq red by the City, Fleaav now
tit, City ofEvaw ou references 49 Code of FedvW Rtpladons Pan 26 to evacuate coznpltsnce,w the provisltns
ofimspeciSceitio�kfor lv3MEBEParticipatiou, My quinstiousrogardivg AWEB<Seoarzpli :usho bc€iiirwetd
toLiapd Shepard, BusiaessDOVOoprr ant cocgdimtor, at 47/44 8-8018 or 847-866-21)35 (sec attached MMAME
peciflolions).
45. LOCAL K"i4MNT MOGRAM RE QUIRIEMENTS
In as effort W increase hiring of cemomicaily disadvawag.M Evanvxm residents on aert an City vc=lrwcdoxz
�Ygju,% 'A Cootrwor scrim] comply V41h the proybions of ffie City of Evamtoa; ..o 4�1 13mpjoymcat Prova
(ce') pet forth k gectdm 1-17-1 (C) oftho Evaostom City Coclo of 1970 as =ended. The firth of tht< LEP is to
voE+fiarwon resi&aw employs d at theco=trtzctionsite as €abmrs, appriludecsand jo=mymien issuchtmdtsas
alecWiW, HVAC, earpctstors, MUO , =aretc fishers, truck divers and other cons!xuedon cccupafio=
rtneessaryfojrthe pwjie t. Any questionsregar&igLEPco plimceshouid6cdirectedtoLloyd hepari,Bus,�ess
l avaloa- mat Coordinator, at 847Mg 8078 or 841-866- 935 (8e atla6ed L'EP pec` icatxm),
Updated, 1/14/00 8 10
CM OF EVANSTON
GENES CONDITIONS
SECTION 00200
1. )BASJS OF ANVARD
A. The City of Evaaston rmi ves the right to award a. oorAmct to t responsive and responsible
bidder(s) who subrafts the low"t total bid, or to reject any~or all bids and bidding, when in.
its opinion t ce best xnt test of the City will be eerved by such action. Ile City reservcs the
right to ,=seder the apeeifizA alternates it its evaluation of the Vids.
A- The bidder is to submit a unit bid price for e h bid line on the Bid Form biob includes a
costs xncxd #al to performing tho specified work.
B. It is understood and agczd that the unit quantities givm in the suppordn8 pages arc
approximate ordy and th-,bidder shall ve tbose qumitities bcfDrebidder as no oWm shall
nude against the City an =Aunt of any ex=5 or deficiency in the same"
C. Unit p m given in the supporHng page shall be used by the Owner and die Contmtfor for
a,.yx subsequcut pbanges in the oontract.
D. The qur txtks provided in the bid documents axe approximate only and are subjmt to
increase or decrease. Actual compensation to the CONTRACTOR shall be based upou the
ardt'ual qumtWei multiplied by fbe unit pzim hid for each item. The unit p .ces submitled
herewith = for the pwpose of obtaining a Boss sum, anal for use hi oomputing tho valuo of
additions and &ftc!how and for the pwToso of detemiining the lowest BR)DER. ShouW
th a bo a do-cMaur betwom the gmss sum bid and that bid resuking from sa niatiou of
quantitio wWlipUed by thcir respectivc imit pd , the latter shall apply.
A- A pre on t ctian meeting will be scbdukd for the suoms lConti-actor at a date
immediatoly following the award of the Contraots.
a. o€�,W`MS....... m ................... . ....
A. My quauti*= shown on the Proposal Page are estimated ouly forbid canvassing purposes,
the City bas made a goon faith effort to estimato t1w qua fity requirements for the onuwt
tee., The City reserves ft right to iu ase or de rcase quantities ordered under i s
contraoL
A. Fxddez MW a9m to fully complete the work within Me period spmi ed borein aftr rmsipt
of the pwhasc orderlcontrad from the Qiy.
Update& Il14/2008 � �
6. 110M AT DAMAGES
A. The C ontxaotax must con=ence work within 10 days ofnofice from the fty and work must
be completed wilbin the specified contract peAad. In the event the work is not substantially
wmpleted within the speci Eed period, thin additfou to any Temedles available to the City,
the Contmotor vvM pay to the City as indicated by the specifications for =:h calendar day
beyond tllost dates, until substantial comple#ion of e wotk has been achieved. This
payment is for liqlaidated damges, in addition to any rimer damages ftt maybe incurred by
the City, and not as a penalty. All such liquidated damages may be applied ak nst are
moneys that may be duo the ontractor.
B. Substantial completion small be defimd as t stage in t-he progress of the work whin the
woxk or designted portion thereof is su ei ntly complete ixt acrordaace with the Contract
Documents so that the City can occupy or utilize the work for its intended use. Substantial
Cw mpledon will be cer€i l by the issuance of'a Ceftmeate of Subgtantial. Complefion, to be
issued byte ity's xepresenative., %,vhm the Contraotor has atisfietd the above s oment and
billed the City for €x minimum of 90111c of the total value of the wo&
Belays due to uses beyond the control of the contractor other ihaasuch as reasonably would
be expected toecow W co koction with or dMingtheperformance o thewor� may enddethe
contractor to an exl=sion of t mo for completing the work mifficient to cornpe=ate for such
defy. No ext zsion of fime shall be g=ted, howevear, twlesa tb.e contractor shall uWy the
City in wit g the -mad wWm ten 10) days fmm the inidation of the delay wd unlesshe shall,
vvftWm ten 10 days after the expiration ofthe defy, noffy the City in writing of the extension
of ti a claimed on account tb. c'oof and then only to the extort, if any, allowed by the City.
, PURCHASE ORDER=NTRACT
A. Upan approval of the requixed bonds and bw=ace documents, the City will issue a Purebme f
Order to the Contractor for the c n=ct amount. All AppReations for Payment must M&renca
the thaw Order -number,
B. When it is neee8smy to issue a Change Order that increases/decreases the contract amount, a
Ch=ge Cycler form will lay issued and a moil ed purcba e Carder wiH be issued refl.eot g the
revi:�P-d Wnt=t am nt.
C. When it is necessuy to issue a Chmge Cyder that only in rea sldeereases the eont'ract period,
only a age Order form will be issued establisbing the revised contract period.
9.1.................. A.A.'a mew ................................... ...............................--------------------'......`�.^'�
A. Pwgre3s pa men: wfli be made in acco3rdan with "Applications for day, nf' azd "Project
C loseoue, secdons of the spedficadons, less a I 0"K, TeWtgaga for each payment, which will be
held unt*1 &a] accqdmee of the work by the City. CwtWeafion of eaeh Application for
Payment will be made by the City's representative.
B AH payments will be made in accordhnoe with Bli ois dal Government PromptPaymem Ace.
Updated: 1/14/ 008 1
`Ibe City may decide not to e r* paymeut and may withhold payrmt it whole or io pW, to
the extort xMwDAY necessary to prow the City, if the qtu ty of the work is not izk
accordanooFrith the cant t docummu. I the City is unable W certifypayment in Ihoamount
of ft jnvojoo, the City will promptly issue payment for the amount of the Work completed in
accordauce with the cant =t doom ergs. The City may decide not to =tify payment because;
X. dofbrfive work not remedied
, third putyclaps Mod or rmoDable evidence indicating pmba le � oftudilai
3, fail= ofCont dor to make payments properly to Subcontractors for labor, maleliOs
or dpraent
. nwonabk evidenco that the work ommot be o pte#ed for fb e unp�ld balance of the
ontraet Sum
dawage to Cae City or anoth" oDntrador
. renonabl�-,cviderwfttthe work willnot bocompleted wj# nftCrorxtractpar od and
that t1w x paid bake would not be adequaW to rover actual or Uquidated dama ; r
the anficipated delay
7, persistent failm to carryout work in accord=e with CoWad Documents.
AJI—OP-0—AP-PS TN
A. Tho City mserves the right to m ice cban es W the plans and spec cations by alter adding
to, or doducting ftom the work, wahoui Wvalidaling the wntmct. AD such, cbnge,,3 sW be
executed under the condi#ons of the original contrzot, except tbat any claim Rw extension, of
time caiis thereby sbaN be adjustod at the type of orderiug suoh cbaz e.
D. No cbango sball be made panic," a written Chanse Order andlor modified Purobase Wen is
issued by the City u€ that ft City ].gas auftrized the chnm and no cl aim for an addition
to the contract sbaU be vad s so ordered,
C. 'G6mv rthe quautity ofany pay item as gi ven in €hepuopasal sball be root , d or decx-COS4
payment shad, be made on tho basis: of the acts quantity completed at the wit piim for such
pay it m naraw in the proposal.
D. if chi changes dbniniAh the quantity of vmmic to be done they shad. not oonstitute a eiahn for
damage or au#i pat(A profits for the v.,ork deleted. If no }gay item exists for the ad&d work,
e w��r shaZi %e paid l'�z:
l) By a xe d upon I it. prices
By agmW upon imp sum
3) Force accoIlnt basis
12. A UCTIO S FOR UNCOMCt t
A. N the City deans it in-expedi t to correct :wore dmaged or not crone in accordance with the
e mtmt, the differmce in value, together with a Wr tdlo a oe #'or damage shall be deducted
the contact amount due. The value of mch d duction shaU be dew by the City.
Updated: 1/142008 13
A. Tie City preserves ffie right, in addiaon to other rights to terrklinatior , to temjina the coat et.
l . Whe contractor shall be adj ud ;ed ba a upt; make a general assist for the benefit
of creditors; abandon or neglect the work, fail to make prompt payment to
mbwntractors, or for mated* of labor; persistently disre d iaws, ordivar3 es or
wtt cons ofCity', wi]IRWyviolato, execute carelessly, oar in bad faith any provisiow
of the coat eta, or if a receiver should be appointed on account of cout ra toes
i alvenc ; m if the City is convi nctd that the work is u.rueas nably delaryed, the City
sha€l be entitled to ten.ninale 6is oontxact, withoxat prejudice to any other rigW or
xerat y, after giving the contradm seven ( 7) days written notice.
In the evmt of terminafien, the Cite shall be enb tied to complete the work itself or by
othexs. To tWs end, the City sbali be entided to take possession of md use thepremises
and any Nuiprn=t and/or materials thereon. -='h case &e cent for skull not be
entitled to receive any further paym t untilthe workis finisbed.I`the unpaidbalance �
of the contxact pficz shall exceed the expem;e of ftsbing the work, such a cess, less �.. .
damages caused by delay, sball be paid to the contr. tor. If such e en e, exceeds
unpaid bahmce, the contractor shall pay the di 'exoace to the City.
3. In the event of an emerge y or Treat to life, safety oar welfat,e, the City shall have the
Tjgbt to terminate this contract without prior written notice.
4. It the event that =fficient fads to mplete the contrwt aro not appropriated by the
-Moon city cotmeil.
W. DEVA LT
A. "Me City may, subject to the provisiom of this stxt'ion, by written notice of defhWt to
Contractor, test ate the whole or any pad of this contract in any one of the Bellowing
.xostauc�s:
1, if the Contractor fails to perform the seMces wMin the time spied herd or =y
ext sion themef, or
2. ifthc contractor fails to perform any of the oth"pi!owisions of this wntrac, or so Fails
to m*e progress as to wd=ger performauce of this contract in accordance with its
terms, and Mi either of'these two ciscumst=es does not cure failure within a period
of 10 days for such other extended pehod as the City may authorize in ) after
Tecalpt of notice from the City specifying such Failure
In the event the City ten inates this contract in wbole or in part as provided in this section,
the CityMayprocwe, Gaon such termscud in sadh mauner as die CiV may de tappropliate,
am -vices similar to those so terminated, nd flii,, Conuw-tor will be liable to the City for any
excess costs for such smear Services.
C. The Contmctor will not be liable for any mers of casts if a eeptable ev+ dence bas been
submitted to the City that the l`a Ime to Petforra the contract was due to rains beyond the
Updated. 1114l 008 14
control and without fault or ne h caci� of the vro=tor.
D. Contractors who default nay not be comidere Jbr awards of ktum City contracts.
.............................__.... .......................... ......... .:.............. ... ... -..... .... ........... ... ...._.... ._.... .... .... ........... ... ._..-....... ..... ... ... ....
A. N60=r the fmal payment nor any part ofamy retained. p is cs, shall bcoome dun unfil the
taotor, if rcquiwA. delivm W the City, a mnpide rel.caw of all liras wising out of tbis
contract, or rewipts in full in Rea thor f and, if required is eitlner cis an affidavit that so far
as he has Jmmvledge or infoma6on the releases and r r,,Apt; include all the labor -and material
for w oh a lies, old be lxled. If any lien mains unsafisfiod after all, paymeu#s axe made die
wn raclor sh .l rofbnd to the City all moneys that the Jatter may be compelled to pay in
disci such a Den, inOuding all costs and reasapable attorne s fees.
16, PARA ONTRAL�',5
�. M ............. . ... ... ... ... .. ... ... ..........
k The MYIOserves the rigbt W lot 001ear wnb=ts comim6€sn WAb fh s work, The ptnctor
shall afford ether contractors reasonable opportunity for the burro ---ion and storage of them'
ma ials axe the execution oftheirwork and shall properly connect and cocrdinato his work
whit ,eir$. If atYPmtOfthocontmctoesvonkdepends bwproper =ecafion or =ults upon the
wank of any other c utza.-Ior, th4e contmator shah bwpt and promptly report to the City any
defects in such work that render it unsuitable forsw;h prop= cxeoa#ion aid rc tilts. His railer
to so inspect and report sk-M eoz Lute an acreptwoo of othar contract&s work as fit and
pr-opter for the reception of his work.
. To huum tho proper execution of his - 4sequmt work, Mr. com%,otor- shah memme wox
a dy iD place and shall at once repo to the City any discrepanqy be lweea the executed Nvork
and the draiuinp W ch will aff+ a his work.
.................................. ................... .... .... ................... .... . . . .... .... ... .. . . .
A. C. W= otherwise spmi:54 the contractor, as a pmt of this eonlract 3114 provide, uod and,
maintaim temporaxy roads, fences, bracing, lids, warping 8igns, banicades, m. u=essaryfor
the p tectimi of the con tmcfion materials, adjacent propcxty and the public.
B. 'Mc con h. a-dor shall coutwt all utih es whichgill. be a&cted bybis operations and nofify the
ovu= of the ufiHtics of his operations and their limits within forty-eight (4 ho= prior to
bcg7� 00us ctim. Tile contractor shall be r spon6blc for damage to lafilifies and dr4 at
his owl, e pmm, restore suoh property to a condition equal to that wbich existed before bis
woks, as may lac directed by the c%mers.
C Tbu corxtmrlor sbaE protect alb work and ► nus d maLzrials of Ws c.€ nt et from any cd all
damage and shall be solely responsible for the coudition of such workand matcrials.
[.updated: 1114/2008 15
is. USE OF PRMSES
v
A. The cc atrav-w shah one his rpar- ors, the storage of mataials and the Operafions of his
workeis, to its indicated by lave, ordinarfccs, permits or dimefions of# -he City.
k On -site a ea,s maybe deli&mated for roatenal/equipment storage.. The wntator v Hl assume
all risk and liability associated with the storage of watedallegnipment at oa-site locations.
20. CEO t
The contractor shall at all t=es Keep the prcrnises free f om accumulation of rite 3materiA or
xubbish caused by Ws e..mplo eto or work and at the completion offfie ork he shall remove afl
bis rubbish, tools, and amplus materials ftom the premises, leaving the wea in a neat and
wart ace condition. In case of dispute, the City may -remove the nrbbish and charge the
cost to the contractor.
L TWrORAnON OF SUE
A- Prior to fmal payment, contractor shall My YeAoxe all property &turbed or damaged dwin
the comae of this work. This includes, but is not meted to public property (wata, cubs,
roadways, tress, etc.) private property, utilities. This shall also inciude removal of tempoxuy
faeili#ies erected during the cease of this contract arcrl restoration of these meas.
B, A U rmtora onwor "be, subject to the approvalof e City and sballl-restore thepmparty to
a condition at lean equal to that existing prior to the sty of Ws contract.
C. All restoration woxk shaH be accomplished at the sole mpmse of the contractor.
22. PMAMINGWAGESx.
A,. In accordancevfith the lave and the provisions of Chvter 49,paragr bs 3 -1 inclusive, of the
Uisn,oi.s Revised Statutes 1995, as =ended, entitled "Wages of Employees on Publio Work",
"a wage ofno lessthan the generalp vaiWx he lyrate as paid for work of sirnilarchgrut
in the locality in which the work is perfo ecl, shall be paid to aJ.l laborers, workers and
eclanics employed by or on behalf of any =d W public bodies engaged in public words."
Prospective bidders shaU tharougMy fanailiwize diemselves with the provisions of the
above mentioneel Act and sh&U preparo any and 0 proposals in strict co>mpJaanl'e &=with.
B Cerfifia Payroll RNmirenjenk in actor uco wiffi Pubho Act 94-05 15, effective August 1,
. 5r ntntors and subcontractors onpublic works projectsxnmabiZmit.cer�edpayrolls on
a monthly basis to the public bony in c ge ofthe constr#xction project, gong wiax a stater=t
affirmirxg that sueb remrds are true and -accurate, that the Avages paid to each worker arc not less
than the required prevails rate and the the contmotor is aware that . fibng recordher or she
ows to be false is a Qms B misdemeanor.
Updated, V1412008 1
The czrfified payroll ivwrd au iW include for owmy weftr employed on the public Woft
project the n�; address, telephone number, wpeial sec-mity n=bcr, job olassificatW4 hourly
wages paid in e=h pay p 4 nur ber of hQun wovW ew,,h days and stating and owUng time
of vva emh day. Thine r.ortiflod payroll ire o s are con6dercd pubUpe ree*zxls Md public
bodies must make then: mcords available to the public under the Fxdom of Wormation Act,
witli the mceptiou of the ewploy 's addxess, telephone number and so-cial security aumbe><.
Any a~ont7raotor who Ms to mbmit a cerfi f ed payroll or knowinoy files a fflse eurdffed payroll
is gt�ltyF of a- Qass B misd=c=r.
D. A. certified paymlls shall be sub tted in elmtronio format, preferably a PDF fxlc.
A, The Contmutor shad abide by wid comply with all local, State and federal laws acid
aregulati.omxelating to contracts ixwolying publio Amds and the d�lapmenticoastwcfion of
public woks, Wildiup, or facilitne . The scale of wages to be paid sb l be obtained ftom
Minois Departmeut o Laboi and pond by the Contrador in a prominent md an'�sible place
at ffie project work site,
B. 'l o Contractor coWflcs it bas nO be= bauod from being awarded al eea# t with a unit of
S# a or local goyemmwt as a result of a violation of Stdion 33E -3 or 3 of the Halal
Code of 1 61(bid ring or bid rotating).
, '1he Contractorcearlifies, p .rsuant to the 11 i aci RigMi Act (77 UX S 5/2,105), twit
leas await# t seal baxa..ss eat policy that includes, at aminimum, the N1mving it mwdom
1 the illegality of sexual liarassa Mt ( €he dowtion ofse-x l I =SSMent Uader Stale law,
() a desridpdQn of smxl h rassmmt ilr xng examples, (4) the Oont metoar's interwd
mp tprove , including penalfies,(5) legal arc o=e,uxvesti atio and f�ompla tpzocess
available tkough theIlinoisDepartment o may, Rigbts and thol r an .fights Comrai6sion
and direotlox ou how to contact both; axxd () protection agaima mWi4on as provided by
Section 6,101 of the Mnois Human bights Act. A. copy of pdlicy shall be provided to the
Depmtinent of Mumm Ri&ts u po-a=g .pest,
D, nontxactar shall abide by the " Illinois Preference Acf' wlich stipulates that wheawer €bm
is a pm"odofexv dve eWlo}mutt in lllaEuois, defted as my w9nth h=ediatelyfoleMg
two conse tive months during whioh, to level of unemployment in Illinois exceeds five
percent (51%) as wm3umd by the US. Bureaus of labor Statistics x axts mean Wypubh Pion of
employm t aad unemployment figmes, the C:omfractor sltall omploy ordyWinols laborers
.ess other se exempted as so stated. ia tlia Act CTlinois iaboxer" means any p on who
bas resided in Illinois for at least 30 days and iata & to become or remain an Minois msident)
Oder laboim maybe used IF Mois Mutm are not available or aTe incapkle of p a x g
the particular typa of work bavolved if so cwi d by the Contractor and approved by dm
projerA enginm and Lois Doputment of Natural Resourms.
24, SMCDMACTORS
► — 'Me term "Subcont ct" mmm any agrec>a un% armngement or understanding, w ittea or
Updated- 111412008 17
otherwise between a Contractor and any p on (in wbicli the parfles do not stud in the
relationship of an =ployer or an employee) for the finmishiug of supplies or services or for
.e use of ya or personal property, jacluding lease amaggements, which, in whole or in pat,
is utilized in the perform of =y one or more Cont=ts under which any portion of the
ontraetor's obligation under any one or moxe Contracts is perfo c , undertaken or
assumed.
B. The ]bidder is specif aUy advised that anyperson, f= or ply, to-%V'hOm it isprroposed'to
award a Subcontract under this e6otract must be acceptable to &e City. ApprovAl f0f the
proposed Subcontma Award carwot be given by the City antiI the proposed Subcontractor
has submitted evidenoo showing that it has lily complied with any reportingrequimments to
MCC it is, or was, subject,
C. The contiactor, shall, wig ten (1 ) days 2AW award of the Corktrad, subrDit W the City ha
writim names and addresses aad respective amounts of money for proposed ro tracts with
ub ntrac#or /maj or supphet . The City fl 'l review and many direct the tractor that they r
shall riot employ any that are not awptable as provided above.
D. The subcontxaetor shall abide by and comply with all local, State aud federal laws and
regulations relating to connects involving public furls and the demelopmett/constmotion
of public works, buildings, ox #acuities. The scale of wages to be paid shall be obtained
from IL. Dept. of Labor and posted by the Contractor in a prominent and acr asible place
at the proiect work site,
lithe seven days air receipt of amounts paid Icy tie City for work pe 'ormed by a
subcontractor under this contract, the Contractor shall either:
A. Pay the ubc ,tra or for the proportionate share Of'the total payme txeceived fcoratite
City atu ibutable to the work performed by the Subcontraotor harder this contra; or
B. Notifythe City and Subcont tor, in writing, of bis intentiop to vAthhold all or a part of
the Suboontmctor's payment and the reason for non- payment.
The Contractor shall pay int"est to the Subcontractor on all amounts owed that -r aln
unpaid beyond the wvea day period except for amounta withheld as allowed in item &
above.
Unless othenvise provided under thetemis of this coot, interest shall acme at the x .te of
one per t per oath.
' hp, Contractor shall includes in each of its sabco-at racts a prov sion requiring eat
Subcontractor to include or otherwise be subject to the swine payment and interest
requirements as set fordi above with respeet to each lower -tier subtontractor.
The Contractofs obligation to pay an interest charge to a Subcontractor pwsuagt to this
pxoviaion may not be oonstnied to be = obligatioxt of the City.
Updated. 1/141 00 19
25. PPAo M & TRL&J.. AND LAR .. . ........ ................ ... ..... ... .. ... ... ... . . . .. .. . ..
A. Whr: r u ci by the sp i fica€ions harem, the mxc�ssful bidder or bidders sba% withi u, tern
(10) calendar daps after aoceptium of the bidd.&s pxoposal by the OM ftwtaish a bind in the
full amount of the wnvact from ium ante mmpanies having not less than a +
Poli ybold s Rafizg from the most recent Alftod A Best and Co., lno. fisting available.
atificatiorr of t o insurmce company's rates shall be provided prior to oont =t
implementation and quartefly thereafter until co tract co plefion. Should such rafiAg fall
below the required + level duxing per oananoe of Lbe contraot, it will be the low bidder's
responuibiRty to notify the City and provide a new bond ftm an sum wmpanywosc
YaUng meets the CftYs regWrememts.
B. Whrequimd by axe s r ificatidns herein, the success U bidder or binders shall submit
wxtli the bid a bid bond..A, later of cr it may be farm sled in lieu of Monde if t1w following
condition are =,L 1) The letter o f crams t must include au avmcmemt that th.t-, bank will honor
a demand by t .e City for paymimt due to Plaiatiff because the work was not performjx td.
=ording to specifications, 2 The letter of credit must be hi writing and sl ed by an.
authorir represmtative of the bank, The letter of credit most expressly state that it is
irrevocable for flie entire contractperiod, 4) The leter ofaedit rust be for the fun amount
of the on t.
C. The City may rej wt die use of a leiter ofcredit iftho fizt=oial smmdncgs of the isming bank,
is found to be unaccept ble.
D. lay the (went that the bidft fails to fu ish bonds or letter o Fcrcdft is said period of fbiateen
1 ) calendar days after acceptance oft e biddees proposal by the City, the City Manager
maywith&aw i is aocelatn= o £ the bid au.d retaiu the biddees d xo it as liquidated damages
axed not as a pewit . Ir BEING NOW AMED that said sum is aG bir astwat� of the
mnouat ofdamages that said City will sustain duo to the bi ddees fhUure to marsh said bond
or letter of OM t.
onimtor must defead, indemnify, keep au.d 1 PId haunIms the City of Eva ton., its o#ficel"g,
re reser tatxve ,elected and appointed officials, a is and employces from and against any and all
Ws", ixirbaftg Mow, related to:
1. injury, dut or damage of or to any pmon or property;
2. any ining=ent or violation, of any property right (Wcluding patent, t demark or
colrytit);
3. failure to pay or perform or cause to be paid or per rrmt-d Contmotors covenants and
Wip ions as and when requirod under tliis Contrnt,or othenvise to pay or pearfonn its
044=s to any subcontractor;
4. the CiVs e e isc of its rights and remedies under this Contmor, and
5. injures to or death of any cployee of Contraaor or any subnetor under arty
workers colnpemation Statute.
Updated: 111417003 19
gc osseall scans, i-ndividually and collectively, liabilities ofevery Jdnd, including losses, damages
and ,reaswgble,00s , payxmnts and expenses (s h as, but not l� ted , cOurt costs and reasonable
a€to eys' fees and €ii6urs eats , claims, demands, actions, su t , proceedings, judgments or
settlements, any or all of which in any way arse out of or relate to the acts or omission% of
Contactor, its emplo eeg, agents and subcontradom
At the City Attorney' option, Contractor must defend all snits brought upcm all arch Losses and
must pay aU costs and expenses incidental to th , but the MY leas thO right, at its 000n., to
participate, at its own cast, in the defense of any suit, without relieving Contractor of any of its
obligac ons under this Qmtact. Any settlement rmmt be mate oily with The prior written consent of
the City Attorney, if the settlement requires any action on the pad of the City.
To the extent per issibleby law, contractor waives any Brats to the amount of its obliga€ions to
indenmi.fy, defend or contribute to any su= due tmder any losses, includiug any 01AM by any
employee of Contractor that maybe subject to the Work= Corp wsation Act, 820 M S 30511 et
sect. or any other related law or judicial decision such as, . ol,!± ,cki v. Cyclops Welding corporadon,
1M. 2d 1 (1991) . The City, however, does not waive any limitations it may bave on its
liability undo the 111iiaois Workers Compensation Act, the Bois Peen Corte or my other smote,
'X' e indemnities in this section sur&e mTlrati.m or termiUdOn Of this Contract for matters
occ=m& or arising during the tern of this Contcact or as the result of or durkng the Contractois
p brformance of Services beyond the term. C=tracto7r aftowledges that the t~equirements sat fom
is this section to indenmify, keep and save haml s and defeAd the City are apart ftorn and not
fitted by ibeContractor's duties under # s Contact, including the !nsu rirr requirmenf5 set fOrtb
in the contract.
A. THE CONTRACTOR SHALL NOT CONMMCE WORK UMER TM CONTRACT
tWM THEY HAVE BTA.D l D ALL INSURANCE REQUMED HEREIN AND SUCH
INSURANCE HAS BRA APPROVED Y TTIE CITY. Nor shall e conixacter allow any
subcontrmtor to wnimence wmk until all sing fi=mce rcq 'ed of dxe subcontractor bas
been so obtained.
B. The City of Rvawton and GewMt HaaWton .Associates, lac. sh .l be named as an additional
smed on the: policy of the contractor for whatever the policy ffinits am for the contractor, but
in no evej)t shall the Compmbmsive Geneml Liability lb -nits be lem t 3,00 ,000, 00.
C. If the m mactor has more than one project for which he has a contract with the City of
Evanston there shall be separate Certificates of hmnce namiA7S the City as an additional
insw d on each separate policy
D. In the event of aocidmts, inituies, ar UnUsUal events, Wl ther Or 110t any ini MY oc LW4 the
=tractor shall promptly ash the City's SaP4[Risk Mmagement Directm with 00pies oW
.reports of such irrr d ts.
Updated, 111412 0E 20
F. The contnwtor s W1 f'm�sh one (1) OPY of a chi o,�, with the City Domed as an additions
insures, s o ing ibo fvUowimg = ovemp with insumce comPauy acceptable to 91
Cit `s Director of Safbty and Risk Management.
'may day notioe of eauceKa mi r-,qWrod on 0 catificates
Boclyim+ and
of m erdal Geuexal Liability including'
2. Fxcisc - OpmfionS
. Explosion & Collapse Hazard
4. unde raund Hamd,
Havo
. coxktacblal Jnsu c - With
=MdM=MtMft
i ce of the oet�flcate
that it includes IJ10
"ThdenmftY'pamgMh
orthe
he spoc� �ca�#i�ms,
7. mad Form Pwperty Damage -
Mtruo#ion ejects
oy.
8. Thdepmdent cmtm for
9. Pmonal jpjmy.
Automobile UabiHt
( wnA Non -owned or Rented
worbnexes compmntion
and Oczupatiozial Dismes
F,m ploy s Liability
,000,000 $3,000,000
The jusaran a erti ate Mild;
State 'atT-hat ' e,gh.. f Evanston
are named as Addi 'gal Insured
500, 0
As xequked by applicable la �-
END OF GENBRAL CONDITIONS
1, 00,000
$5 0,0 0
Updated: 1l141i S 21
, DISCLOSMES AND POTEN ['X L CONFLICTS OF INTEREST
The City of Evanston's Code of Ethins prohibits pubho o ffic i als or eviployees ftom per-foming
or participating in an official actor action with regard to a Transaction its which he has or
knowshewill tNer afer acquire an intereal for profit, without full public disclosure of sucli
interest. 'fps dis tos-ure requirement"tends to the spv se, o ildren and grandebildr n, and
their spouses, parents and the panuiIs of a spouse, and brothers dud sisters aad their spouses.
To e3isme full ond fair consideration of all bids, the City of vwisu)n requires at) Bidders including,
wA�ners or employees to i&es igate whether a potential or actnal comet of interest exists between {f
the Bidder and the City of Evanston, its officials, and/or employees. If the Bidder discovers a �.
potenfial or actual confliot of interest, the Bidder must disclose the conflict of i-atcrest irk ita bid,
ident ifying tlke name of the City of Evanston official or employee with whom the conflict may exist,
the nature ofthe cotflict of interest, and any other relevant info cation, The existence Qf~a potential
or actual conflict of interest does NOT, oin ft~s owii, disqualify the clisclosim!, Bidder from
consideration. Information provided by Bidders in ibis iregard vviH &Ilow the Cityof Evanston to take
approp:date Measures To ewure the fairness oft e bidding process.
The City offlwawton mquires aii birders to sub it a certification, enclosed with adt did pal , that
the bidder h s o ndaeted the a prop -date investigation and disclosed all potential or actual conflicts
of interest.
By sabmitling a bid, all Bidders acknowledge and accept that ifthe City of Evanston discovexs an
undisclosed potential or actual conflict of interest, the City of Bvanswn may disquah f� the Bidder �
and/or refer the matter to the appropriate autborifies for inve ti ation and proseoution.
CXTY OF EVANSTON SPE CIFICATIONFOR
NUNO tiITY, 3WENTERPRISE Tt •• 'V'Ay[■^11���"yF�("yyl �/B�/3y��f{ SINE
SS
1, POLICY
A. It is the policy of the City of Evanstoa to provide contracting and subcontrading
opportunities to Minority l;usiness Stampris (em s), Women Bwincss LmtQrprises
W ES) and Evanston Bvshacsso EntoT se (EBEs). In coxnpl ing with tlxcs
policies, Bid&rs sbould take a rmalive steps to assure that , 'W Es, and BBPs
are used to supply equipment produds, coast, xction rclattd smicc , and prof`cssioual
s 3rviocs. Please note., the Cftyoflvaanston references 49 Code of Federal
RegulaffQvs Part 26 toavaluatc co pli oe with (lie Provisions of t is spMirication
for w3wiBBE Pa�Iioipatiom
B. It is the policy of (110 City o;fEvanston that, in consid ratiosi of ft! awed of this
contract, tho bidder sinotild utilize Minority, Women and Evanston owned bmineSw's
to per£o m no less than 5% of the awarded Contract. The City of Evanston istrQngly
eourage,3 a minimum % utilization of EBF-s (see attarhed ordixtunce 8-0-€1 for
BE, derwition).
C , Tho do ilenta€ion identified in itom IV, A trust be submitted for ow..- rcco ds.
D. MLW- BF, Coo ti r "S f 'cx max e°': In 6e evont aft MBE, ME, dlor EBB is
awaxded the contract, dw firm gust perform no less than % of tho total conftact
wo-Ek with dxeir vwn rosv-urcos. For example, if tho Contract valuo totals ° 400,000 gic
MDE, WBE or FBE prime con(T=tor mast perform at least 100,000 of the job with
its own labm, watezi ls, e#c.
11. MDE, WBF axed EDE Parti6pation and Credit
, A list of Oi s located in Evanston is availa,blo from the City of venv n's, B iness
Dcvelopxnent Cfoordin.a r. Th City of Evanston, however, rakes no rcpre$, xrtajion
as to snch #isms' } abilitaos.
Bidders should also consult (be dircotories and fists of cexlifi 1. l iatorityy and/or
Women owned firms dis€ri.but d by the following a onoie : the City of Chicago, the
Illinois Deparl ent of Transporotion, the Women's Business Dovelopmmt Center,
the Chicago Minority 8usiw= Dowdopraeat Council, Cook County, the Illinois
Buainess Enterprisc, Program, Black Contractor& United, Fedemtion of Women
Conlracto-rs or th<o l°fispanic Atncricaa Const ction Indumy AIsmialiom
ALL MBE, W)RE and EDE FIRMS SHOULD SUBMIT CERTIFICATION
B, Ari IV88' , WBB's and EBB's partioipatiau will be eredited at l 00% if med as:
I . A p rimo Con€ra<dor
A joint vcntux partner with at list 2 5 % inlerW
MA'!! M $Aces Fenlioq 1 �,03,10 Z 7—
. A subcontractor using its own resouxces
4. An ecfuipmew lessor
C. Material purchases from an MBE} WE and/or EBE suppliex, fabricator or
manufacturer will be credited as follows:
a. f 09c, of the subcontract value for =teiials ftom are MBE, WBE and )BB
supp lift that 'regularly coals the product in the normal course of business.
b. 100% (Yom an MBB, WBE and/or EBBz� ufact�rer.
C. 100% ftom an ME , WBE akudlor EBE fabricator, or from are MBF,,WB
and/or EDE supplier that anbstaWally alters or chau es the material before
r"ale to a contractor.
D, Sex vices such as sur've ju , bite, clean up and security wi11 he credited at 100%,
E Othex expendit es made to em s, 'BBs and E)M such a construotion ,
management are saibj&A to City approval in so far as they are a]lowable eredi.ts for
parolpation in the project.
111. PRE -CONTRACT AWARD OBLIGAXIONS
Bidders are required by the- City of Evanston to advertise subconaraetLng opportunities in the
Dodge Report or legal notice section of a newspaper of general circulation io the Chicago
etaropolitan area such as, the Cbicago Tribune or the C i,ca o Sun Times,.for two
cowwtifive gays not less than 10-working days prior to the day of bid opening. The ua&e
must imlude a definitive evaluation me#W for the proposals or quotations submitted by
Minority, Women and Ev=ton bans. These on€aria should -not be Testrlotive or exclusiongry
(see uggested Ad verdstment for MMEBE Pardd atioW . Please rote: die
requirement for advertising for MME)BIE particrpadon is waived if the bidder complies with
the policy statement of Section 1.13 above without advertising,
RZ-Chi T A.CT AA" EVALUATION OF MW"EXRE
VrILIZATION
A. To demonstrate compiiaace With the City of vatiston's MBEMBEMBB utilization
polie , Bidden should provide the following items with Choir bid
FAILURE, Tt: BMKTTHELOCUMEhy.��1'�" TION,Ot�'�'.+.+INED�INITEM
A.1 T A. A+�yCAUSE T B.-a ID TO DETER L1 O S-
MPONSWR AND ARMCTED.
1. Bidder should subra t a completed, signed and notali ed affidavit entitled "Affidavit of
? WIV BE, x'oat Iniplementafr"orr Plan. #S This forin iftdicates the Bidder's intention to
utilip B&, WEEs and U s in ac=dance wilt the policy outlined herein. This
c cuffkeerrt also incl Wes a decEaration regarding the Nime's lack of controlling inter s€ in
the MAWEBE E'er,..
?, WEO68p"c rocalsorr iZ06-10 23
-Cpr1ifirale 9f 1-?l4bl cal o II sotti r)g forth (lie daws of. pub Ikation and a copy o f the Dodgo
eport ,Notice or th now�Papu uofire.
. A r<ompleted and si ed 41ScJ1e(Jz4l of A dditional AWIEBE Subconfractorx." Thept0ax
includes a description, the p rcerrla e xd tine dollar valuc of xis %vork to be perf'om d by
the scheduled MBE, W13E attdlor EBE f s. Now, this Schedule should clear) y
demorrs"to tNi a piradooal goal of 25% BV,/VMM1 ]3 participation.
41 Completrd, gn d, and rrotarizcd ",fetter of Interatfrom MIWIFEE to , gfornz as (�
&rbcottjraoc oj-, upplly-, audlor Causultaisf and Affirmati,011 of ��I , Staflrs."
"is document rnwt d soxibe, thQ work to be perfoxned with the corresponding
stlb ontract doll r amount.
r,hedrxle C wined "AfPz hw l of Joint Venture WB I FWBR P Inust bo submitted
foy a joint ventum bel-ween an IMBE or'W E or EBB and a non tM"EMM . This
fbim n=d not be wbmitted if all joint ve,11turer 4a3re MBEs, WBEs or EBBS, In su'Jl a
case, a wxittert joint venture a,grmumit between the � E, WDE and EBB pails= milst
be svb)nhu 1 In ]i proposed joint vo tures. earh NM , 13 0-F EBE pArhier must
su uxit a copyof their tuacnt Certifxation Utter,
COPIES OF WE AND WRE C RTI C, .'1`IO S FROM VARIOUS
ADDITIONAL M/WIPM, SUBC NTRA "FORS". EDE STATUS WILL B1q
i r, IND BY THE CITY OF EvANSTONBUSINES VELOPMENT
OMC .
OR BIDDERS MAY SUBMIT
. A coxes jcL , "WWIEWE . an cip bore Waiver Request" add the "Cerix c ion of
PuAlication" as described in its. 2 move,
If the bidder baz act i in ascord=ee with #tic policy oalined h rein, b-ut is unable to
achieve the required MWWBM-93t, pajtieipa ioxj, the idder must seek a waiver or
rrxodifoatxon of the rrlaliza6on pc=enrage by submitting "MMUE Parlicip anon
Wafvar Request. " The City of Evaoston'r, Business Devoiopment Coordh)ator (BDQ
will determino if1he request shall be granted.
13, Upon "o st fiom the City, the Bidder has 10 rakmd.ar days to submit supporting
dccumentation for tl-ie waiver rete st W the BDC. The Bidder's failure to providc
sufficient dommentation to sapport tfle waiver or modification request will cause the
bi& roposai to be fold non -re porn ive by the City and the bid wilI be iejectcd. The
doeumentatiou user] in the consideration of �xe waiver mgaest must iuelude but not be
li itod to a summary of the contact inade, topics of rswTes ondcnce, phone togs and
certified mail receipts. eta,
C. For the MBEfwBEvj3Br waiveF or modification request to receive consideration, the
following information mu be submiacd within Elie time franc noted above:
MIWME Spml (Tc aTkm I 8 0 , -
A oarralive describing the Bidder's effoxts to seciire Nfifiorit , Women and
vatiston 1 iasiness Enteqy6se Participation prior to bid opening.
2. In instancewhere the Bidder bas not recci-red inquiries or proposals Tlorn
qualified Minority, Women and Evanston owned businesses in xe po se to the
required advertisement prior to bid epeni-. , the Bidder wuat provide a
notarized affidavit attesting to this circnr�stance.
, Tastes (of owtter}s), addresses, telephone numbers, date and time of contact
and method of contact of qualified Minoxity, Women and Evanston owned
usinc scs who submitted proposals to the Bidder as a result of the
advertisement but were not found acceptable. Detailed reasons and
justificafions for each Eton -acceptance .must be provided.
4. Names of owners), addresses, telephone, nu born, date and time of contact of
at least 15 qualified Minority, Women and Evanston owAcd businesses the
Bidder swllclted for proposals for wmk dixectly related to the advertised Bich,
prior to the Wd openingCopies of letters and pwof &f mailing must be
attaelted),
The direct s Iicitation to businesses must include speei c project itif anon and the
type of work satt&,
I . To Bete ine wbether or not the Bidder shovJd be gt=ed a waiver request, the City
may, in addition to the inl'onna€ioD provided for in V.C. above, request vexification
that consideration was given to the following areas wbile the Bidder attempted to
adeve MUMEME partieipatio -
T, That the work slated for MUMBEMME participation is real in scope and was
selected to pease the likelihood of achieving the stated ntili atio .
percentage;
. That potential MBPslWBHsfEB& were negotiated with in good faith.
. That conditions were not imposed ork MB&MEs)EBEs that were not also
inq used on all other subcontTaelors, and
4. That benefits ordinarily conferred on subcontractora for the type of wwk Avert
not deed to the U8T3sMBEt/ BEs.
VL POST -CONTRACT AWARD COMPUANCE
A. 2'ifl�n 1.5 calendar days after the Notice to TToceed has bem issued to the Contractor,
copies of aubcontracts between the MBE or WSE or EBE and the prune contractor
must be submitted to the BDC:.
3. The Conuactor shall jjjjli.e the MBa, NVMs, and, EBEAs list. on "Affidavit of
"ll Goal i aplc c tatim Pl ' and 4wbrni tted with the bid to provide the work,
mat Ws andfox service indicaft cd, unlcss said firs) cannot provide the work,
mateiials and/oT sexvir s;
In a timely a Bey- for completion of the work in acoordanco with the project
schedule;
, To tho standards of g4a]ity set forth in the antrad dolmmen�s„ m;
. or the pace on nally quoted to the Contractor in preparing the Bid,
OR
4. ca s of siabsthnfial char n (approved. by the City ofEvanston) in the
scope ofwork that will inatmiall redwce or eli-minate the schodulcd work for
the, firms listed on tho" "Affidavit ofMMEM Goal pl,=cntation Plan,"
. A montbly j1M/ )3 , Participation Sermary is required for plojects that will
exacted ftce months duration. Tile summwy sball state in the upper right
co= r, the resort number, the mane of tho Senora] contractor, die prof e t name
and total cost. The report format, by cohminiation, should dd no prime
contractors, thuFr t d" and the dollar amount of each executed contract.
Fur, ier, M/W/B BE subcontractors shall be, listed in conjunction with their
primes, the dollar amount awarded for each executod coy. lm t and the
WW/EBB percentage. 'Tlie dollar amount awarded to carh classification, i,o.,
BWWBMB , should be its, i od, at the bottom of Elie StImmary than
aggro acted to reflect the total doliar a o-unt and pewun[a.ge ofMWEBB
Participation (see MMEBE Participation Summary).
Any and all proposed cbangos to the ,hedulo A, MNFfBBB Utilization P Ian Must be
pmmpily r ror'ted to the BD . Appropriate correspc,ding documaitatien mwd
clearly explain t1w rea2wns for the change in accordance with ft cimuMstaUms
outlined in items Vj.131 to VJ. B4 noted. above, The explanation crust set froxtlx with
particularity the onla-actor's e o s to prevent any projcot-related delays or problems.
The documentation sball also include information on any proposed substi Cations and a
plan domonstratang how the on ctor in€mds to med the pity oi~ Hvanston's
lQ EBE policy,
The docunxcntation will be rev iewed for its acceptability and tine Business
Devel pmont Cwrdinator will ou d ine any nc"ssary coTreofivo actions to be taker, if
the contractoy rails to initiate and complete such actions in a timely ma'=r, the
appropriate sanctions will be taken, Tile City of Evanston's &6sion rogarftg the
ontra w-'s r u t for a chaDge, acrep1AMty of and cormctive aotio3n to be, aid as
taken shali be final,
If there is jnappropfiate roc-utilizatoR or reduced utili7Adon, the City o€Ewmston
WiII advise the contTactor, in writing, Dfcorrective actions to be talc). Again, jFthe,
;VffW1V9k sue; fcuoiw; � �.-"-10 26
Contractor fails to initiate and promptly conipWe such actions, the City o Va ngton
will institute appropriate. sanctions.
All payment requests made to the City of Evanston must include a munutative
WWIEBE Urdization Report on a monthly basis that will be fonvaded to the
AWEBE Business Development Coordinator. The reports must demonstraw
comptiavee with the cor twit enu or include an explanation as to whm and how
compliance w €II bo achieved. The City may request additional information that
dernonstrates complianco including, but not limited to waivers ofhim, invoicea and
delivery tickets. Failure to submit the -requested Information will result in the
appmpriate sanctions.
V11. NON-COMPLIANCE
ompliauce with the MBF, WBE and EBE pol i oy is considered at three stages : initi at,
tedm aad final. Wtial comphance lacWdes the commitment to utjfizc the scheduled firms
by including the required documentation at the time of bid submission. hiterim coraphanct
iactucies the utilization of thm firms diiring the course of the project as veil fLed with on site
visits, monthly Utili2ation reports, pat al Wativem of lien, eta: Phial eomp]im(,c is bases€ upon
the faW amounts paid to the scheduled MBE, WBE aad/or EVE u determined by all partial
arid/or final waivers of lien and/or cancelled checks, or otter docamentati n as requested by
the City and provided by the Contractor to indicate the sebedifled firm(s) were utilized and
compamated aeeord ugly.
Repeated failure to comply with comu*ments to acbieve MU1, 'USE aad EBE utilization
may result in a suspension of bidding privileges with the City Of EVanstOnL Additionally, any
matters that appear to be fmudulent vAlt be roferr d to t1w II n.ois Attorney General or other
appropriate law eitforeement agency or agencies.
Tfke City of Evanston maintains Ow right to review the books, records alad fifes relative to
UBE, WDE and EBE utilization are ibis contract and the Contractor agrees to promptly and
fully comply with any and all such requests.
Arty.AU(t Stion� rdttar&i l E . skn€ r;3r com;� ia�ic r+,.. # .dk(4-L0 JW0' W, Skmed, ,sines ca fo r�� k�s
Following WOW is Qrdilmricc 50-0-10 APYLeetdiag ` ifld 1, "GCIL Y A41n4kf$t ; ion,}e Umpler 17, "PDXW+4, SAU:, axkd Least
C�f Re;O =d Persoskal City Pta, etty," S4muon 1, Vktrchk k� of Goodn tv §eryj{ u," of tbo Evarimik Cily Code by Arefending
sklbsixtionI-17t1( C )ofIMEvanston city Code, 41Locat Ernpjoymctiti Program", and Wing S%bwdlon I µ I I- I (D),
"Minority, t omn end Evanstaks kts�rkes �ktCl cis $ ll l t;oat.�".
miW&DG SpciroatiorF IZ-M•10 27
MWESE MONTHLY UTILIZATION REPORT
The #olbwing Schedule accurately reflects the value of each ImANSE(B sub -agreement. file
amounts of money paid to each to dale. and this Pay Request.
BEf fMEBE FIRM �....
AI�#Oi,� T
AMOUNT
AMOUNT
SERVICES
FIRM NAME p8mm
OF
PAID
THIS PAY
PERFORMED
ERE)
GONTRACT
TO DATE
REQUEST
THIS PAY
REQUEST
Azibiim -,.......n........,.n,....nnN,nn�.,:.,.�.,.
�.
...........................
..................
.........
....Y.......
... .........
.................
--..... ......... ....................... -....
y
- ..-
........................
.
LL
�. --
..
Y.Y
�..
.......................................................
-
........
............................................. ......... .........
,
............nn.nnnNN;.,„,
AMOUNT PAID TO PRIME.CQNfRACTOR,
SUGGESTED ADVER171S ENT FOR f , WOAMEN c- EVANSTON BUSMSS
ENTERPRISE PARTICIPATION*
(?4D1 aQrCQxn y)
j 1o;.i ..Eo._ ty� VYoxxrerz �xc T�v2��kstox 3u a n ., [g, Thg
(A4dressofCo: patty)
UP-1e DA0
seeking q-aalified Minority, Women and Evang ton Rusinesses for the City of Evanston
Project for
SUbcontraeting opporlanit ies in the follmving areas'
Al( interested and qualfflied Mivarity, Women And Evanston BuAnesses should coatact
erfitie l tt ar, return re e t..r tit s€ dk. o pant/ ontua e son to dis ri s tl e
ubcootrcting oppoyrtunifies. All ne odations must be completed prior to the Did opening
date
of
''The advertisement must clearly state the rrretbod of evalvatiog the proposals or quotations, and the
relative importance attached to each cxiterion. Bidders must urdformly and objectively evaluate the
proposals sit muted by Minority, Wor on and 'Evanston business in response to the advertiscruent
based upon the evaLuation crit is stated in the advenisement. The evaluation criteria must not b
restdaive or exclusionary.
0
Mi'4t'T-M 8pC611cuti-brn Q-08-10
fy x'ak 13C3�312{F !l21 YIiR
....
Ml= . . .................................... .
Participation
Utz
n
R�xnjwvo Totu "I
Gory.
,,.. ........
rmai
v..r, ...... ...............
.....
w
ti+i01x"y3i
.................. . .
Pfte or Subozmtrador
D"cription of Work Total
TotalOWN-BE
MWIESE Type � ubrvonl i
41i}LrIoNfaaVatue
corr3mltmi7 Y1t
ti U k AC�tY3Gti1k V Erta
(to data)
(Io date)
..
Arch. Pm=t C v".
�. 141mrity4°Ib
#E31*
y
31�S�r�BfE�eei�r3�
93 6 ......
SE
t slurs } l y
17%
ME
�'i#wUE?a�af# irwf100%
ME
Wirdow0curlaWwail
VVsE
f &Frigfm
�' r3
s..,...,.,.....
PIUMUIng
9'0.......
M85
HVAC155r9 ProtV60n
17%
W8F
HVAC IFIre Protec#ion
E VAS#r E'fp€core
E
..................... -.,
—:M,
%
worm
!*Eer.�ix r
kt39
Mh13C
PaiMngNWG
Y
FRE
heir
- n
OIolal MBE (MInOt#ty-Owned 8kjs4 ss En rpOrs )
Subtotal WSW Oman -Owned SusEi ss Errs} Or 'e}
y
J$t total EEC (ETamlon BUriness Entorpfti!s)
Total MWE SE iP Arftipfi €on
v,
Y
Y
T t;al MIVt IE BE Pa ruc;iipat on vs. ;,,I>mnisWs Avowded y
T at EM1E SEr I�Rrftipstun ", Total. ontfads Awarded
`4SL4�rlkCtF�37 C;�}i�#rgc��#4�cc _�}rr.����rarira�rs
Assocaation of Mian olkk;tnretion Bntevpwic-s
333 1q. Ogden Avemkie,
C:hics o, XMF1 ok 60607
3.12-5 3-0746
3I2-666-17SS Fix
0kack Couftactors Uniwd (BC
400 West 766 Sfteet, !a to 200
C hica a, llhwis 60620
773-493-4000
773-483-4150 Tax
EWA-
f1ovenee B. Cox, Bxerwive D1r ctor
Chicago Miwxity B t4iw s Developmnt CounrA
105 Wsst A&ms Sweet
Chicago, Miook 60603
31247 54880
1 -7 -8990 fax
Shei3-a Hill, PmJdant
330 S. w0h, suite 1)10
ieap, Mi.c U 60606
312- 6M23 Far,
mE.l: t�ueclsic;,goao.eon�
a Gidfey, Aduibiis=or
spa nicc AnIcrican Cons#>? Iion dusk}+ Assodal ion
01 W.. uk� on Blvd,, Mte 205
bicap, Y11inois 60607
3i246 •5 10
312.Cs66.562 Fax
At#n; Paul erpz�, ccon6ve Director
Email: rntern#f'�}vrss.or
Cxjlrilies, Associate Director
�u�il: �rvil#ei:a�t��c�v- r a
Wonwjj s Busis ss DtveIopjwut Center
3 So. Midgpn Ave>xue, Suite 400
1><icugo, f11twis 6M-3302
312-8. 3-1477
312.8 3-0145 F;�x
Carol Dougal, Dircoor
�,#I41�IYhd� 5p�cofieaslon k2.48�60
10111/10
/1 1 01
7/1 12010
0-0-10
AN ORDINANCE
Amending Title 1, "General Administration,"
Chapter 17, "Purchase, Sale, and Lease of Real and Personal City
Property," Section I., "Purchase of Goods or ►eWioe ," of the
Evan o n C ity Code by Amend M9 Subs e oti on 14 7Y1 j o '%I-lh
Evanston City ode$ "Local Employment Program",
and Adding Subsection 1-17-1(D),
"Minority, Women and Evanston Business Enterprise (itd MESS)Goals"
WHEREAS, the City of Evanston declares that its public policy is to
prdmote and encourage the continuing ec6nomic development of Minority, Women
and Evanston owned and operated businesses in the Cityfs procurement process as
to both prime contractors nd suboontraotor ;
WHEREAS, the City expends millions of doliars on public works project
contracts each year; and
JHERE AS, a large percentage of these contracts are with non- van$ton
based businesses or with businesses employing non -Evanston residents; and
WHEREAS, the City Council determined that it is in the best interests of
the City to implement a Jo el hiring requirement which obligates construction
contractors contracting with the City to employ Evanston residents for a certain
number of hours during the contracted project; and
WHEREAS, it is the policy of the City of Evanston to create job
opportunities for low to moderate income Evanston residents,
0-0-1
WHEREAS, through its bidding specifications, the City of Evanston
previously established a goal of awardin not €e ss than twenty4ive percent (2 %) of its
contract awards to Minority, Women and Evanston owned businesses and strongly
encouraged a minimum u khree percent (3%) utilization of Evanston owned businesses
in its contract awards, and the City of Evanston now seeps to codify those goafs
Derain;
WHEREAS, the City of Evanston seeks to increase its lora€ tax base and
promote employment and business opportunity for its local businesses through
encouraging the use of Evanston awned businesses in the procurement process;
WHEREAS, it is the public policy of the City of Evanston to prevent
discrimination on the basis of race, ethnicity or gender in the award or participation in
City contracts and to efirninale discftinatory b rrters so as to assure full and
equitable opportunities for participation in contras for all businesses;
WHEREAS, the City of Evanston continues to have a compelling interest
in remedying discrimination in the Evanston market, and that the measures remain
narrowly ta1tored to achieve that objective;
WHEREAS, the City of Evanston will continue race and gender neutral
measures to broaden access a nd opport unny to a€€ qua]1Ned businesses; and
WHEREAS, the goals adopted herein will be periodically reviewed to
ensure the City of Evanston is compliant with all applicable taws in seeking its
objectives;
NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF
THE CITY OF EVANSTON, COOK COUNTY, ILLINOI :
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r CT1 N I: That the foregoing recitals are fou nd a 5 fact and
incorporated heretrr by reference,
E TI0N : That Title 1, Chapter 17, ectlo 1(c)r of the Evanston City
Code of 1979, as amended, is hereby further amended to read as follows'
() Local Employment Program:
Ii Definitions, For the purposes d this subsedflon (), the local
employment r grar , the following terms Oell �e defined as fol€awe-
ONT q T: The written agreement to provide services established between the city
and a contractor, including, but not limited to, a redevelopment agreement between the
city and any contractor or party.
CONTRACTOR- An individual, partners -hip, corporation, joint venture or other l gat
entity entering into a contract, or a subcontract of whatever tier, for a public works
project.
K REVIEW: A method of monitoring cornpiiance with the local employrn ent program
in which the bus ine s development coordinator contacts a contractor or s U bwntractor to
gather relevant information or request relevant documentation.
EMERGENCY WORK; Work necessitated by an imminent threat to the property of the
city or the health, safety, or welfare of its citizens.
GENERAL i TR TOR, An entity that enters into a contract directly with the city.
The general contractor may of o be known as the prime contractor.
LOCAL RESIDENT DATABASE. A database maintained by the city's business
development coordinator containing the names of io al residents who have expressed
interest in employment on city public works projects.
NEW HIRE: Any mployee of a contractor who is not bstM on the contractors last
quarterly tax statement and was hired {prior to or during the commencement of work on
a public works project contract subject to the requirements of the local employment
program.
04-1 0
ON SITE MONITORING. The business develop ent coordlntoes act of visfting the site
of a public works project to ensure compliance with the requirements of the local
employment program.
PUBLIC Oft PROJECT, Any construction, alteration, demolition, or repair work
done under oontract and pa id for in whole or is part from city funds.
RESIDE T: Any person whose domicile is in the city. 'The domicile is are individual's one
and only true, fixed and permanent hone and principal estabiish€nent. Ire order to qualify
as a resident for purposes of the local employment program, are individual must have
sta bl is hed dornicile with€n the city at least th €rty (30) days prior to ommenein g work on
any pub 11c works project subject to the local erap€oyment progtarn.
SUBCONTRACT., A contract that exists between the general contractor and
sub ontraotor or between sub nt'ractors of any tier.
5
1 -TIA TO : Are entity that enters into a contract with the general contractor or
anothee subcontractor.
nER. The level of relationship to the prime contractor of a gubcontractor who enters
into a contract under a prime contractor or anodher subcontractor to perform a portion of
the yr rk on a project.
. Wont moors And New H1re Requir ents:
a. Unless prohibited by federal, state, or local law, all contractors entering
into contracts with the City for public works projects valued at two hundred fifty
thousand dollars ( ,0 0) shall erasure that.
1 } fifteen percent (15%) of the total work Doors are performed at the �.
construction site y City of Evanston residents, as laborers and/or trade
persons; and
) a minimum of one Evanston resident is hired,
b. The effectiveness of the local employment program regarding the
minimum percentage of work hours and residents hirers will be evaluated by city
staff' after two ( years of implementation.
G. Thaw requirements shall bind the contractor both with respect to persons
working directly for the contractor and to subcontractors, Tegardless of liar or
phase of the project, hired to perform any portion of the contracted work. The
contractor shall ensure that subcontractors comply with the requirements of the
local employment program. It shall be the responsibility and obligation of the
50--1
contractor that all contracts are its overall compliance with this subsection ( ) and
all the requirements listed herein,
d. Requirements of the local employment program are satisfied it the
contractor already employs Evanston re id nts sufficient to meet fifteen percent
(1 %) of the projects total work hours. Some or all of thaw requirements may be
waived if a waiver is obtained from the city pursuant to subsection � }5 of, this
section.
. Contracts, Rich Documents, ubcontra ts: Where appropriate and
consistent with law, contracts and bid documents shall incorporate the local
employment program by reference and shall provide that the failure of any contractor or
subcontractor to comply with any of its requirements shall be deemed a material breach
of the contract or subcontract entitling the city to all the remedies and damages
available for material breach of a contract. All subc ntracts shall expressly ackno le ige
the city's status as a third party beneficiary to the subcontract and further expressly
acknowledge that the city, as a third pa?ty bene iciary, shall have the fight to enforce the
provisions of € e local e pio meat program. Contracts and bid documents shall require
bidders, contractors and subcontractors to maintain records necessary for monitoring
their compliance with tie local employment program.
4. Automatic Review. This ubse&Een () shall be reviewed to addr ss
any deficiencies on or about De 31, 2010.
. Waiver*
a. The contractor may request that the business development coordinator
wive ail or a portion of the requirements irnposod under the local employment
program. Such requests rntA t be in writing and must be received by the bUsIness
development coordinator prior to the award of any public worts project contract.
in order to apply for a waiver, the contractor rust submit:
I ) Documentation to the business development coordinator
demon tratin that'.
a) The contractor utilized the local r sldent database to attempt
to satisfy the loca€ employment program h1ring r q u iTement,
b) The contractor not€fled residents of the employment
opPortunities available for the project. Such notification must have
appeared In the employment section of a newspaper of local general.
cirwiatlon. Addiflonalty, the Illinois department of, employment security's
office located in Evanston, Illinois, must have been notified of the
employment opportunities. All notices must have stated that all qualified
36
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applicants would receive consideration without regard to race, color,
religion, sec or hat#on8l origin.
The contractor, for a contract utilizing union labor, cokitacted
in writing Chicagoland tabor unions to request a resident for employment
on the project.
) Any addirlonal documents requested by the business development
coordinator in order to evaluate the waiver request.
b, The business devetopr ent coordinator shall determine, based on the
required documentation and canditaons cited by the contractor that make
compliance € nfeasible, whether to grant the waiver prior to the award of the
contract. Examples of such conditions include, but are not limited to
1) Intermittent service by one trans throughout the life of the project.
on vallabitl(y of resident(s) necessary to fulfill craft position(s)
required for the project.
C. If circumstances arise subsequent to the issuance of the oontract, the
results of which the contractor believes will prevent satisfying the local
employment progretm requirements, the contractor will immediately notify the
business development coordinator by requesting in writing a waiver of the
percentage that cannot be met. The business development coordinator or his or
her designee shall meet with the applicant as necessary and issue a decision
within five { business days, including a determination as to any retroactive
liability for faOure to achieve the goals for work u nderta kert prior to the application
for such a waiver,
6, Local Resident Database. In order to satisfy the work hours and/car
now Dire requirements of the local employment program, contractors working under a
collective bargaining agreement shall contact the appropriate local union hall to request
a resident, If a resident is not available for dispatch by that union hall, the contractor
stall contact the business development coordinator or his or her designee to request an
available Evanston resident. The business developmeott coordinator or his br her
designee will thereafter provide the name of a resident mate'hing the qualifications
defined b the contractor to the local union bail and that resident will be dispatched to
the contractor within three () business days in accordance with the lawful Firing hall
rules of the respective union.
In order to satisfy the work hours and/or new hire requirement of the local employment
program, contractors working in the absence of a collective bargaining agreement shall
contact the business development coordinator or his or her designee to request an
50- r1D
available Evanston redolent from the local resident database, The business
developMent coordinator or his or her designee will provide the name of a resident
matching the qualifications identified by the contractor within three () business days.
7. Reporting Requirements. The contractor shall submit reports as required
by the city in order to comply with the fecal employment program, Tess reports may
include weekly certified payroll records for all crafts within five ) working days of the
end of each payroll period. Additionally, the city may require a weekly or monthly
summary of the information that woUId be obtainable from the certified payroll regarding
local lire by craft. These reports, if required, must show the person -hours on a laborer
and/or trade person basis and, in the case of certified payroll records, identify the
address, new hires, and trade and status Ooumeyperson or apprentice) of all employees
on the project. Atl reports must have are original signature and be signed by an
authorized officer of the company under penalty of perjury. 'The city wiil make a copy of
all required forms available to contractors.
Nothing in the fool employment prograrn is intended to elirninate the requirement of a
contractor to maintain certified payrolls or of the subcontractors to. provide certified
payrolls to the contractor, or for any contractor to provide certified payrolls to any party
that requests theca, as required under Illinois state law.
. M onitoring., The business development coordinator or his or her designee
will monitor mrnpliance with the requirements of the iocal employment program b
means including, but not limited to, desk reviews or on site monitoring. Audits of
compliancre, may require the review of docornents such as certified payrolls, canceled
checks, or quarterly wage and withholding reports. Full scale investigations of
noncompliance or violations will be on an as needed basis as determined by the
business development coordinator.
contra&OT that fails to provide requested documents or misrepresents material fats in
such documents shall be deemed to be noncomp iant with the heal employment
Program.
S. Post�Award Meeting: At its discretion, the business develops rent
coordinator or has or her designee may require the contractor to attend a past -award
meeting to fa illa0 e the contractor with the local employment program requirements. if
requested by the contractor past -award, or at any time during the project, the city Stull
hold such a meeting within ten (10) business days.
Jo. Penalty, if the contractor or SUbMhtractor should fail to meet the total
percentage of resident project hours due to a resident termination or resignation, the
contractor or subcontractor shall immediately notify the business development
coordinator of this occurrence within two ) business days. Subsequently, the
contractor or subcontractor shall have five () addttionaa business, days to replace a
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terminated or resigned worker with
fails to make the replacement or to
occurrence, the offending party will
each day of rion ompliance to be
noncompliant contractor makes a
be waived
another resident. If the contractor or subcontractor
notify the business development coordinator of this
be fined one hundred dollars (1 ,00) per day for
deducted from final payment on the contract. If the
eod faith effort to replace the resident, the fine will
SECTION : That Title 1, Chapter 17, Section 1, of the Evanston City Code of
1979, as amended, is hereby further amended by adding a new Subsection (D),
"Minority, o en and Evanston Business Enterprise (MA IEEE) Goals," to road as
follows:
(D) Minority, Wornen, and Evanston Business Enterprise MIMEBE Coals:
I. Definitions., ., For the purposes of this Subsection �D), Minority, Women
and Evanston Business Enterprise MMEBE) Goals, the following terms shall be
defined as Follows:
EVANSTON-OWNED BUSINESS NTER RI or SE: An entity which is located in
or has one or more offices located in the City for a minimurn of one year and which
performs a „ ommereiaRy useful function." The business rust be certified by the City
in accordance with the provis ions of Section 1-97-1 (B).
MINORITY-OWNEDBUSINESS ENTERPRISE or MBE: A business which is at lust
fifty-one percent (51%) owned by one or more members of one or more minority
r aps, or, in the ease of a publicly -held corporation, at least fifty-one percent (51%)
of the stock of which is owned by one or more members of one or more minority
groups, whose management and daily operations are controlled by one or more
members of one or more minority groups, The City manager or his or her designee
snail determine which MBE certifications shall be accepted by the City.
WOMEN-OWNEDBUSINESS ENTERPRISE or WBE: A business which 19 at least
fifty-one percent (51%) owned by one or more women, or, in the ca a of a publt ly-
he(d corporation, fifty-one percent (51%) of the stock of whi 'r is owned by one or
more women, whose manageMent and daily business operations are controlled b
one or more women. The City manager r or his or her designee shall determine which
WBE ceM ieatl ns shall be accepted by the City.
MNVIEBE Goals: The City of Evanston establishes the goat of awarding not less than
twenty-five percent (2 %) of its contract awards to MBE, WBE and EBE businesses.
The City of Evanston establishes the goal of awarding not loss than throe percent
(3%) utilization of EBEs in its contract awards. The provisions of this ordinance shall be
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implemented by the City Manager or his or her designee. The provisions of this
ord1n nce do not g uarantea contract participation.
SECTION 4: That nothing in this Ordinance ' shall be construed to
contravene any state or federal law and tho provisions of this Ordinance shall not
apply in circumstances when it is determined by the federal government or a court of
competent jurisdiction that its application would violate federal law or �egutation or
prevent the City of Evanston°s receipt of federal funds.
SECTION 5. That all ordinances or parts of ordinances in conflict
herewith are hereby repealed.
SECTION 6, That if any provision of this Ordinance 0-0-10 or
application thereof to any person or circumstance is held unconstitutional or otherwise
ise
invalid, sv(,,h invalidity shall not affect other provisions or applications of this
Ordinance that can be given effect without the invalid application or provision, and
each lavaUd provision or invalid appIi a,tion of this Ordinance is severable.
SECTION 7: That this Ordinance -0-10 shali be in full force and effect
from and after its passage, approval and publication in the manner provided by law.
END OF CODE
M
+yam CITY F �:.V A� NSTOSECTION 00800
SUP
SECTION
SECTION 101 - DEFINITION OF TERMS
SECTION 10 -ADVERTISEMENT, SIDDINGT A A€ €7 Ill
CONTRACT EXECUTION
SECTION 104 - SCOPE OF WORK
SECTION 105 - CONTROL OF WORK
SECTION 106 - CONTROL OF MATERIALS
SECTION 107 -- LEGAL RELATIONS AND ESPONS€BIL.ITY TO PUBLIC
EJECTION 108 - PROSECUTION AND PROGRESS
SECTION 10 - MEASUREMENT AND PAYMENT
SECTION 201 - CLEA I N G, TREE REMOVAL. AD PROT ECT 10 N, CARE
AND REPAtR OF EXISTING PLANT MATERIALS
SECTION ICON 0 - TRENCH BA I LILL
SECTION 211 -Tf P SOIL AND COMPOST
SECTION 252 --- SODDING
SECTION 351 - AGGREGATE BASE COURSE
RSE
SECTION 213 - EXPLORATION TRENCHES
SECTION 560 - STORK (COMBINED) SEVERS
SECTION 1 -WATER MAIN
SECTION 662 - WATER SERVICE LINE
SECTION 563 -ADJUSTING SANITARY SEW Ef' S AND WATER SERVICE
LINES
SECTION 564 - REMOVING FIRE HYDRANT
III
CrrY Or, EVANSTON
SECTION 00800
T"LE OF CONTENTS
SECTION
SECTION 605 - REMOVINO OR FILER (ABANDONING) EXI TI l ANHOLES,
CATCH BASINS AND INLETS
SECTION 4 - PORTLA ID CEMENT CONCRETE DRIVEWAY PAVEMENT
SECTION 424 - P i TLA D CEMENT CONCRETE SIDEWALK
L
E TI 440 - REMOVAL OF EXISTIMG PAVEMENT AND APPURTE A GE
SECTIO N 4 - PAVEMENT PATCH I N
SECTION 602 - CATCH BASIN, MANHOLE, INLET, DRAINAGE STRUCTURE AND
VALVE . A LT � ` ONSTR TIC , ADJUSTMENT AND
RECONSTRUCTION
SEC 1 I0 N 603 - D,.il�,i STII FRAMES A D ATE I* DR INN A D 1.,�
T#TY
�u`T STRUCTURES
SECTION 604 --- FRAMES AND GRATES
SECTION 60 - CONCRET6 OUTTER, CURB, MEDIAN, AND PAVED DITCH
4
SUPPLEMENTAL STANDARD SPECIFICATIONS
The Contract and Work shall be carried olit its accordance with the Ordinances of the City of
Evanston; the attached Plans; the ManuAl of Procedures for the AdmWistration ofthe sewer Permit
[ rdhi a of the Metropolitan Water Reclamation District of O reater (.Ncago, the Illinois
Department of Tr'ansportat on"s ( T) "Standard Specific aOo s for Road and Bride Constmetion,
Adopted Tarfrfwy 1, 2007 ", and their "Supplemental Specifications and Recuniog, Special Pmvisions,
,Adopted January 1, 2007," (herchaafter called "the Standard Specifications"); the Standard
Specificatiorks for Water and Sewer Constrmfimt in Illinois (latest idon); the "State of Illinois
Manual on Uniform Traffic Control ] t,�ices"; the Supplemental Specifications; and, the followi o
Supplemental ental Standard Specifloations. Tho t{:i'm "Supplemental tandai-d SpedRcatione' is w in
these Contract Documents to indicate the requirements of this Ste:#ion, The P s, Standard
Specificafi ns, Supplemental Standard Specifications and Suppl=cntal Specifications are
tomp1mientary and in case of a dis repaae , the provisions of A.tticle 105 of the Standard
Specifications as modified herein shall govern,
e-fearenoes in the Standard Specifications or the Standard SpwificafioAs for Water and So of
Construction in Xliinois to iteta;fs outside the scope of the Work shall he disregarded. Qualitative �f
provisions for such items shall remain irn foroe as app�cable to this Work.
The folLowhig Supple rental Staiadard Specifications supplement and/or modi fy the corfesponding
n-umbened sectioin of the Standard Specifications. The Supplemental Specifications provide,
specifications not covered by the Stand d Specification.s or major modifications or additions to
specifications covered by the Standad Spetificafions.
Before any mate6als are incorporated into the Work, the Contractor shall vrrify that the mateiials
meet the requir=enta of the Specifications and shall h rwoessary certifications that they niezt
the specificAtions,
I . Add the followx smtenccn to A-aiele 10 l .1
"The Engineer will have the ri&ts and authority assigniA is the Contratt D=iants in
,�ortntction with compIction oftbe Work in accordancc with tht Cown. d Dot ents."
2. Add the following se a tinne to Articlo 10 l . :
"The texrns Th ' and Trawin s' have Bice meaning and aye used interchangeably in the
ontratt Docurri?mm"
3. Add the following sentmee to Article 101 2 :
"Thy terrm Trcposal' and 'Bid' have Bice m,aning aad are, used #Titeraha-ngoably in the
convact DotumETi18",
4-3
4, Axed the following scat ac to Anti 1 10 1 .30,
"MP, tcmns `Proposal Gv;iraaty' and `Bid md' hav like, meaning and are, uswd
inturchan ea ly is the Conl=ft Oc1lT3 f[ ' #S.''
. Add Azlioie 10 1. 56, wbicb shall read as follows:
'101.5 .ftnda. Wxitton or graplkij�, inslTumcats issued p for to cbe exoo-uOon of the
A cc ent wbic modify or interpret the OMM t DOWM t , Dmwiags, WId Sg i f �a o�sr
by additions, delctiozls, olarifioafioxla or eoa-rcetions."
6. Add Ard cle 101. 57, which shall gr ad, as follows:
"101X 57 Award Autborit . The terms °State, Deparlm=4 o il, CRY, Village, C wxx ,
vnioipalitY or of r words ms 1 to des=ibc the Awarding AiAhority in these doc;umcnts
and the Sped ficatims shall be, intcrpr tcd to mean the UtY Of va"Ist0l"."
7, Add Axticle 10 L.5 8, wbich shall read as follows:
111 01.58 wads. Bid, Performance, and Payment Bonds and oilier bast invents of smurity,
fvrWshed by [lie Oonl ctor and Us surety in accordance with the Contract Docu ents."'
. Add ,A:rtiolo 1 1.5 , wlfich shal] road as follows:
111.01.59 Ch2n a Order. A. writton ord ' to the CONTRAUOR autbofiZing an additioxx,
del tion or revision in the WORK wh n, the gimeml scope of the CONTRACT
DOCUMENTS, or aathori zing an adjwt a t. is the CONTRACT PFJCE OR CONTRACT
Tllym,r>
. Add Ailkft 10 1,0, wlx ch sbal1 mad as follows:
"101, 0 Contract 'rice, Tbo to i monies payable to the CfDN'TRACf" � O under tlxe terms
and conditions of the CONTRACT TRACT DOCUMENTS."
10, Add Article 101.61, which slxaii rca€1 as #'o11ows�
;�101. 1 Drawings, Tlxo pwt of tic C ONTRA f O C UMI E .` w ich show the
charact slie, and scope of the WORK to be per#'or eul and wbiova have becn prepared by or
approved by the 8C}-W ."
11. Add Artxcie 101,6 , which shall read as Follows.
"10 1.62 Meld €rider. A written order effectingeffeding a chanp in Ibe WORK not involving an
adjuammt in the CONTRACT PRICE or an im tension ofthe CONTRACT ITEM, issued by
tho ENGWER to the COXTRACTOR dorm, ���35ti13 i07E3.,�
M
12.
13.
14
1&
17,
Add A.rWe 101. 0, which shall read as follovxm
LL101.63 Parthase Order. Written co(mmmie4on issued by the 9ft4to the,
CONTRACTOR autboriring him to proceed with the WORK and estabhsWng the date of
eo=nen.cement of 1-ho WORK."
Add Miele 10L64, whieb shall goad as -fol[Dwrs:
"101.64 FroJect. The undertaking to be perforr d as pwvided in the CONTRACT
DOCUWN l S.y
Add Article 101. i5, which shall read as follows:
"101.65 Shop Drawings. All drawings, diagrams, illustrations, l oci=es, schedulcs and
othex data which are Prepared by the. CONTRACTOR, a SUBCONTRACTOR,
anufne tuner, SUPPLIBR or dlstribut6r, which illustrate how specific portions of [be WORK
shall be. fabricated or installed,"
Add Article, 10 1, 66, wbic:b shall read as folIowa:
"101.66 Substantial Completion. That date as eer6fied by the Bngin= when the
construction of the Project is sufficiently o pleted, In mcoidance with the Contract
?ooments, so that tht project cap. be utilized for the purposes for wWch it is intended. For
tlds project, substantial completion shall be arcornpbs ed whtn allwork is completed except
plaeornent of sod and punch list items.
Add Micle 101. 7, which shall and as follows:
`4101. 7 Supplemental Standard Specifications. Modifications to the Standard
pecifications,ff
Acid Article 101.68,wMch shalI Bread as followa:
"101.6 np rie r. Any person or organization who supplies matefials or equipment for the
Work, including that fabricated to a special design, but who does not perform labor at the
sxte,"
Add Article 101.6, wbich shill read as follows:
"101.0 W3rllten Notice. Any notice to any party of the Agreement relative to my pat of the
Agmement in writing and considered delivered and the service thereof completed, when
pos ted by certified or registered magi l to the said party at iris last given address, or delivered i n
person to said party or his authorised represcrrtative on the Work."
45
SECTION I D2 — ADVERTISEMENT. BIDDING. AWARD AND CONTRACT
kEGUTION-
I. Dolete /wicle 102,01 and replace it with the following:
" 10 .01 proreduru tv be in Accordance with Riles. The procedums f r the
aftrdsom ent, bidding. a w rd and conk. -act emution shall be in accordance with these
S eci eations"'
. Add Article 102.02, which shall read as fbllo'
'4102.02 Exanduation of Site, Soil boti ngs for soine of the prof t. auras are available `oxn
the City of vaoston. Contact Sat Nagar, P m Senior Engineor at 847m 6i- . .
,rhQ `e is ac, walTanty or guaranty, eatlior cxpres,ed or irn91i , that the provided subsurface
i n formation \v ill d isolose the adaal conditions which will be encountcrcd dwiug the progress
of the Work. Bidd s sbalI anfulo the site, into t oir disc g subsmrfaw information as
they soo lit, a3 ~d anivc at their owm conclusions mgarding the nature, character, quality, and
pl an ity of sub=rface condil ions likely to be e counterod. By submits thole 1 ids, Biddca
attest that they have fully complied wi lb th= requirements and o de their own conclusions
ie ud big.-,ubsmfaoeconditiom,whicharereflected ithcir Bids. Biddersbacralleatbat,
nbould they be awarded constmetion Contlraet for the Project, they shall neither bare nor
as rt agairnst ft, Owner or Ejl&eer any claims fox damages, fDr ox" work, or for relief
from any obliption of i s Contrad based upon deficiencies hi the, subsur ce information
provided oy fiIare by the 0,vmer to furnish other subsurface info ation or knowledge, 41
waer' or Fngineces use sion, if any.
Bidders will be permittcd to Make test borillp, tost pits, svundi s, or other inve4gations on
the site of the Work whieb the so d wjpi subject to approval b the Owner. B iddm wises
to make such investjgaonssbal I coordinate, tho iratonded site investi a#ons with Sat Nagar,
PE, Senior Engineer, to ace ring Sectfnn., DWWOU of Trans orta0v-0, City of Evanston;
forty-eight 4 ours 3notim prior to The into ided invdstigation will be r quix . Bidders
shall arc yesponsible nor cooTdinalion with MIB and other utility companics, and sbalI be
rcgpircd to )lave an imuzancc wvcrage as indicated i a the spuci fications with the fawner and
F,ngineer as additional insured on a non-rontflbutory basis. It shall he undorstood that the
party or pain s rec wing surh approval shal l assume all risks and liability contingent thereto,
and shall be re poi)sible for rcstoTing the sits to its original condition bcForc tine
biw stiplion, including site cl an -up,"
SECTION 04 -SCOPE OF WORK
1. Delee Article 104.04 and replace it wiilk the toRow ing:
"104.04 Mainten ance of Detours. Mainlenanee of Detours that may be required in the
Work shall be performed by the COnt=t= Work shall be lae}formed in aecoxda nee with
Section 00800 Supplemental Stauckmd Specifications ratio Section 107� The oast for maintename
of detows sball be in acc mdaw e with Section 01010 orf the Supplemental Specifications.
The Owiaer roast approve all detonrs and goad closures. Such approval will not be
unreasonably witbheld, brit all requests must be stib ittecl with supporting data such as the
projected duration of the closure ark detour routes. The Owner may require the use of
signssignage with 6T ec i fle street names identifying the detour route."
. Delete A,rtiele. 104,05 in its entirety,
. Add Article, 104.0 , which shall read as follows:
'104.08 Inter t of Mans and Spey .neat ion ..Any rxdnor work trot sped fically mentioned in €
the Speoifications or not shown on the Plans, but accessary for the proper wmpletion of the
Work shall be considered as being a part of and included in the Contxact and shall be
executed in the proper m cr, and the, on"ctox skull not. be entitled to" ra or additional
,-,ompensatxon for the same,"
4. Adel Article 104.0 , which shah read as follows:
"104.0"ord Plans (Recorl Maivin s). The Contmotor shall keep a complete. up-to-
date re and of the aotuM construotion of the Work in accordance witb Sec#ioo 0 1300 of the
sapplemantal Specifications."
SECT [ON 105 -CONTROL OF WORK
1. Add the folloving para aph to Article 105.01
"Me Engineer shall have no anthod ty to suspend lho Work, whol ly or in pArt, for any reason.
All tights coziferred onto the g�r for suspending the Work by Standard SpccWeat ion
Articles 1.05.01 and 108.0 shall be the sole right of theOwner."
. Delete Article 105.05 and repl ce with the following:
"'ice documents forniing the Contract Doc:u en€s, as listed in the Apeemeot, are
complementary, and the work called for by one is ws biDding upon the parties as if it was
called forby ail. In the event ofcon flict between the Contract Doctimmts, the incerpretation
of the Bn in=- shall govern. Genemlly, the Beer will resolve conflicts in a inansler
which will yield the greater quality in the Work. In the interpretation of any conffict between
the Contratt Documents, the following older of"precedence shall govern:
4
o Evanston Gmwrai Conditions — Section 00200
* pee ent—Section 20500
o Bid Fo y. — Section 7,0300
Addenda
structaon to Bidd m — smfion 00IOU
Supphancntal Standard Sp%ifications — Section 00800
u plo mtal Si if ratiots
* Standard Specificaflons Iinois Department ofTmxispox Lion
* Other £ere ced S eaifieations
* otlivr documents included in the C>ntraet ommrxt by spedfic refie.renc(e in the
Delete the first paragraph of Axfic1 105.06 and replaco it with the following:
"The Con for will be farm bed, frog of charge, 5 f'ffi-silo s0s of Drawings, and, 5 sets of
the Contract Mouments, ,Any addifioiW full size sets oarx dom hoes will bo ftnMled at a
ost ofS3.W per drawing sheet and $0,50 p" Contrnt l cuoment be t, -Dr, IDOT Staar (Wd,
Sjxcificafions Wil I not be fumishad and the Cowador smal l obta l tbose sp i fications on
his own dimetly froTa 1 OT."
4, Add thx following pwagrapbs to AT icle 105.06,,
�n or witUn fib 0.5) calendar days itom the data on r e Pwoh so Order, the Contrador
shall iftfify the person who will act a PToj ct Superiptendent in uniting to the QVM ,
The Ptojed Siiperintcrident is required to mnd monthly rrxeetixxgs to discum the Project
stags."
5, Add tho following scnwxices to the flust paragraph of Article �05. 7:
"'axe Mawing depict: the locations of Ve ious cxistiag underground Wities, including Ps
mains, electric duct liras, telephone fines, cable TV Ii es, severs, aid wat r mains, The
into atio)l shown on tho Dmw4igs has been detcrmiaed from die best available
Womatlon, including field Surveys andlor tho racoWs of the PaTont. AWlit cornpar ie& S ueb
in fomatlon scary oai may riot bo amurate, der underground utilities may also bepresent
As such, the Gams and Enginwr assume no reTonsibility in the event that, during
construo, ion, wi ji iies other than those shown = encountered Or that 9etu at 10catiolrs of those
utilities sho are diffe nt from the locations designated pax (be Drawings.
, Delete Axfich� 105,07 Paragraph (b) in its cnfix-ety and, rcOaee with the following.'
rqUaknown Utilities. The requirf.= E& Mated above for known utilities Shall apply W
unknown o Htie . No compensation will be a]lowed for delays caused by unktiown utilities.
4'
Derwifim. An tu"own>atilityis d ned as an active or i-nad ivc unde�ground trwistnission
faeibty (excluding service, e, is neither (a) shown in any gray i i'k any location
on the plans, wid () included in the proposal.",
7. Delete Article IK09 of the SWdard Specifications and replace it with the foilowin&
, L1 05.09 Survey Control Points. TbP- primary vertical and hofiz:oartal control points Cor the
ork are sbown on the DrawinV. Using this xeferenoe control, the Conwactor sba H talcs the
tecessary topography, locate all earthwork and structures, and cstablisb alb grades necessary
for the aeco plisl 'tent of the Wo& The Contractor shall carefiWy preserve, all marks,
reference points and stakes established, and, in'the case of their destruction, suds points,
watks or stakes shall be replaced by t1w ContraOor at his expense. The Contractor shall also
be responsible for any mistakes oaused by their loss or diawbaEtce.
Any monuments Mat are disturbtd by coast lion operations shall befcsetbythe C'ontractoa:
in accordance with genend ly accepted engineering and suiveying prs tire, Property coxners,
fences, or any other indications of property limos shall he refererteed ley ft Contractor prior
to constract ion and reset by the Contraaor after completion ofconstruct ion in accordance
with genemlly accepted tmoneaxing and surveying practice.
Prior to establishing the working onlrol, the Contraotor shall provide, at the Eng ue 's
request, skt aimt copies of an illmiTation of the working control relative, to pertinent
construction, The Engineer M H check all forms .prior to ply chig concrete. All check g b
the Engivem will be independent - The sole intent of the Engi eees cheek}ng of working
controls, Corms and other mfeyences shall be to provide greater Assur nce to the Owner that
the Work, when corapleted, will be in General conformance with the Contract 7 oouments.
'rho Contractor shall be solely responsible for the correctness and adequacy of Work
controls!'
S. Delete Article 10 .10 and replace it vvith the following,
"10 :10 Authority of Engineer. The Engbiter, as the Ownees rwe enta€iv4c, will
administer the Contract and observe, survey, maWtor, and judge the performance, of the
Contractor. '1he Engineer will perfo n technical inspections of work pe6bnned by the
Contractor and shall have authority to re jut, in writing, ai I work and materials which coo not
comply with the Contract Documents.
The Engineer, as the Owner's representative, will in€expret the Contract Docummis. The
Engineer will decide questions which arise in the execution of the Work or to the
interprc Lion of the Contract Doctunents. The Engineers decision or interpretations 8hal l be
final, wiless the Contractor appeals to the Owner in w) iting within fifteen (i5) calends clays
Der (be decision or interpretation.
Neither the l-ngineer's authority to act under this Secdon, or elsewhere in the Contract
Doc rents, nor any decision made by the Engineer in god faitb eithear to exercise or not
ex.eteise such authof.ty shall give -dse to any duty or responsibility of the Engineer to the
Contractor; any Sab ontractor; any siipplier, manufactuxer, fabra.catoy, distributor, vendor, or
any other persval or organization perfolming any of the Work, or Co azIy sMI t + fbT ally of
them.
Thh ozc of terms, swh as, but not limited to: "appmva)", `Judgment,,, rere't uitex3 enf', or
"direotioe' shall not be offs: G ve to assign to the EnginOer any duty oar auihority to sUPeMsO
or di rest the fimisbing or porroiTmice of the Work or any duty or alathority to undertake
responability contrary to the provi ions bexei ; shall not bo cons"ed in any manner to
relieve the *tractor ofm)y of its arcs ro sibiliti i der the Contract DocumenCs; nor, sba)i
be conshued to orcate duties on the patt of t1w Ensi to r or the Owner toward the Contrac.tor.
The Engineer will not be rWonsible Cer the ofxtrao o,?s means, methodr,, t obxxiq ,
serla aces, or procedures of wnstruction, or the safety re a utiow: and progra= incident
thereto, and the Rn inecr wiR not ba responsible for theContractor's failum to Prrfom or
famish tlae Work in ac ordame wilt tax Contract Duouments.
The i) 3.ncer vv!]] not be aespo-nSib 10 for the acts or o1nis-sions 0f € e C011tTactor or A f M
ubconlractor; any sup ljer, man factor `, fabricator, distributor, vendor, or of anY other
aeon/ or oT ani ation p rforming or faamls ng aaiy of Lbe Work, It is agreed and
widerstood that the Confrartcr is solely respom:ibie for sopervising the Wor]C and for safety
a0be situ ofdic, WoTk as provided for in Ailicle, 105.14."
?elite Ardo]e 105.11 in its onfirety.
10. Add, the following p ra apb to Miele 105,32
"The Contmtor agxces that mpresontatives of tile Owner, Engineer, In inois Environmcntal
pmtec,tjon Agency, and the Metropolimn Water Ro4wnafion Dis#rlct of Groater Chicago
s11811 jxav access to tho Work wilznever it is in preparation or progress and that the
ontractot sbalI provide facilities for access and i spedion."
11, Add Miele 105.14, which shall read as follows.
"105.1 Job -Site Safety. Thu Contractor is solely mspon iblo at ail times for safety at the
job site,'file ContTaaorsballimpicmmt wbateverprot%txonmca-sw sMne essa rtofully
rotca Ws wmk t'opces, the woyk foToes of his soppiaers and subcontra(Aors, and the general
public, from constmetion activities. Any and a]] safety regulations and other provisions. of
applicable Federal, Stme, aid local laws and building mid construction codes shall be
obsemd.
'fixe Drawings de not include standards or guidchnes for conWlaetion sAfe€y. The Contractor
shall be responsible for the adequacy and safety of all conorm-tion meffiods and ft sale
prosecution of the Wmk, including, but not 1i mitcd to: foi=, false work, scaffo Win& tma h
pyotection, proteetivo batrricadcs, protective rails, and warning lights. It is expresOy
s6pu l aged that any exams nation and/or approval by the Bnaj acer of the Contractoes plans for
such items as yell w for any other items needed for the pros tition of tbc, Work will cover
only genera] conformanc with th(. design concept of thf, project acid g a%al. VOmpllance with
dae information given aft the Contn, of Docummis, Such exauaination and/or approval by the
ngi,neer stall not rehove the Contractor fors, M and complete responsibility for safe
prosecwio€t of the Work at all times d for obtaining s2itisfactory results. Requite eats for
safety -related work tasks presented ira Pfolect Drawings =4 Specifications, such a [raf rc
control, represent the minLmum level ofprrotectiop wbieb must be implemented. f epmtl g
on the Contmotoes means and Methods, these protection measures may or may not be frilly
adequate to protect ftoject wcTk forces or the general goblin. As such, the Contractor i
solely re porxsi bie for and is required to impJement w Weyer additional prouction measures
r€Nair be neci,,ssary to My protect the Project work for e, and the general pubiio.
'oth n,g in the foregoing p�tma mphs shall be cons ned as reUevin ,the Contractor from fail
re�ponsibility for s aft prosecution of the Work at all tomes. Xn the event Ow Owner, ftgineer
or their representatives are he(d by a covxt or a K6nislrative body to be liable for personal
injuries or dmages to pwpetly arising kom dafioi=,ios in job -site safety, dContractor
shOl promptly indemnify earl hold theme harmtm th from,"
12. Add the following Article 105. IS, which shall read as follows:
"105-15 Official Oonbirt. AU official notices rQqui to to be defivezed to the City of �.
Evanston tinder the totes off'this Contract shall be sent to the following fepresentati a of the
City,
Sat Nagar, P
Senior Engineer, Engineering Section
Division of TransportAtiou
100 Ridge Avenue,
is awton, IL 60201
SECTION 107 - LEGAL RELATIONS AND RESPONSIBILITY TO PUBLIC
1. Delete the first paragraph of isuliole 107.04 and replace it with the following;
"Owner will obtain approvals of dw construction plans from the Illinois Department of
Transportation ( C3T), MetropofiW Water Reclamation District of Greater CWcago
(MWRD or MW ) aM the Illinois Envirormiental Protection .A eno PA). The
Contractor shall at his own expense obtain all required comtruction permits, licenses,
inguirance, and other appurtenant approvals or permissioixa for the execution of this Work;
give all nmessaty no es; pay all fees required., fulfill ail permit requirements, ii lUding
corkWuction standards, bond requirements, and insrurmicer u' rement ; avid, co piywiflt all
rates, regalationn, ordinanoes, and law reia� ng to the Mork and to the preservation of public
health and safety,"
2. Acid the following sentences to Article IV,&
"Suitable toilet faciiid s shall he provided at the job site. The facilities and the location of
same shall be approved by the Owiaer and shall be kept in a clean and sanitary condition.
Sanitary sewcx• manholes or coxlstruction tvmcNas may not ire used for toiIrt N;i)itics,„
31 Delete tiro frost s .tomce of Articlo 107,09 and replaco it with the followb3s-
Mie contTaaor sbal) notify the l r gift cr at least thhty (3 4) days in advmcoof€he starting of
any con5truclion work w ich might hi any way inconvenicnoc or ndang�r tic, s
arrang Inmiscar«be made,ifnc=svy,foTclosing the road and providing suitabledaoursl"
4. Add the followhig pa►ragxapbs to AAWe 107,0 ;
`fie Owitractor s alf identify and oblain, at their own expense, other sibs for storage of
mat als and Nuip eixt. Sites shall lie approved by the Owner and shall confonn to City
zoning and land use regii1afions.
Contractors shall confine all work activities to IN,, public rig t- f*way�. If, four their
cony ence, Contractors wish to conduot work aotivities outside public right-of-ways,
including storage of Nuipm t and rnat rials, ContradoTs Aall obizin written pennjuion
from affected property owners prior to pwceedirg with these work activides. Costs of
obtaining per issior-, pai ns, 03,sements, site pre-p ration, site maintenance, situ restoration,
and )) other expenses associated with work outside right-of-ways and casciu is slWl be
borne by the Contractors at no addiiaonal e pemse to the Owner,
Construction waterials inay not be placed or stored along City stets and other pub) is areas
more than five 5 cal ndar days prior to their planned ircorpokation into tlke ProjML Bxcms
materials to be incorporated mate the Project, inol ud ing pipe, baekfil1. Materials, and o1hex
copst f,tion materials, not inwxporat d. into the Project shall be removed ftom the
constmotion site by lh� =d of each day and sbali he dispowd of bi accordance with these
pe ,icatioils. Temporary storage of materials shall not interfere with cuxb lane storm
drainage. Rmlaimed construction materials steal l bo moved to the on actor's storage areas.
Excess spoils shall be removed at the end of each day,
Excess � on tTac€ion equipmont not actively engaged in daily work ope tions shall bo stogy
only in theContractor's storage areas and not along City streets. Wracked conmction
Wpmcait shall be moved from plare to glace in the City only an bbur-fired trailer .
`WaMu " of tracked equipment between constnidion arm is expmnly ptoMbit d.
Refueling trucks sbal l Bot bo parked on City str" and shal i be roMmed to the onlractor's
storage area when not in use, The Conmactor shall provide o Mect parking, for personal
w ides beloT;8ing to his pjayres, supplice pioyc", and subccmtxactor's employees,
'hose vcWclos may not be parked along City streets or in Fork areas, No trailers and/or
eownex containers �y111 be gIlowed to be stored oWin the [amity of ) vanston O-W,
MmIricai.power for oonstruction operations outside normal projcct hours shall b obtained
through temporary pov�er drops ftum Commonwealth B d ison faciUtk s. The Contractor shall
,lot use engandriveai gonmiors. for powor at work sites or ase otber y in -driven
equipment outside normal prof ct work hours, inoluding, but not limited to: pumps and
compressors, exept in mnnerg .lc ih]I ions.
The Contractor shad provide receptacles as -neceawy at aon8t etion areas for dgosltin
waste paper and garbage„ and, sbai I empty these receptacles regularly. 'the Contractor shall
beep the constaruc6on site and his storage sites -teat and shall promptly cleat up any debris,
which acetimulates. All waste, materials shall be hauled to at legat waste digposal site of the
Contactor{s tholec.
The Cor&actor shall conduct his operations so that access to !tomes aad other buildings is
mainfained at all times when Contractor is gat working at that spec.fflie tootion. The
Contractor shall cooperate in efforts to noti fy tome and other buil(ling owners as to when
direct vehicular access to their property -will be crtnailed acid the appmxixnate length of time
of such cur€ai )ment, Wri tten andloir vocal noli fieat ion shall be giver„ to affected residents or
tenknIs of the propoics -rot less than 24 hours prior to access curtailnwat, The Contractoy
shall but n access for emergency vehicles to all parts of the, construction struction area at all times.
!sere water service connections are made, the Contfactor gall not place spoll on the
parkway.
The Contraeter shall provide for and maintain the flow in all sewers, &-aixas, building or inlet
connections and all water -courses which may be met with ding the progress of the Wofk.
He shall not allow the contents of any serer, drain, or i�nle( conxiection to flow into enche ,
sewers, or other structures to be conatraeted wider the Contract and stall in ediatcly
re -move and cart away from the vicinity of the Work all offensive. mattey. 'Me Contractor
shall riot disrupt the f mc6on of individual sanitary services for more than four continuous
hoxu& Ifconstruction operations are anticipated to dis p€ indii ,ideal services fox more thao
four hours, the Cfonua for Oka) ! provide for temporary sanitary service for the duration of the
(lisruption.
The Contxactor shall provide fax and maintain the flow in all water Knaim or services which
maybe viet with during the progress of the Work. Men water mains or services are to be
disturbed to the extent that the water will be shut-off, the City of Evamton Water &. Sewer
Deputment and all parties being served by the lines involved shall be notifieAl. in accordance �
with Article 5 1.0 , giving them the time and duration of the shut-off period. In cases
involving disruption of fire hydrants, the City of Evamton Fire Department ftdl also be
notified io accordance with Article 5 61.03, The Contractor shall net di=pt the fiction of
individual water s vises for were than four continuous hwsu If construction operations are
anticipated to disnipt individual services for more than foiir holm, the Contractor shall
provide for ternpoxary water Service for the duration of the disruption.
The Contractor dull promptly notify the proper rttility company and all other effected parti
of any damage to water, gat, electric, telephone, sewer, and other wility lines and
co mections caused by the Contractor's operations. 11w, damage shall be inu dlaiely
repai red at the CyaDUWtofs expense, ii the case of an accidental breakin g of watey main or
service line, the repairs of such a break shall have priority over all other operatiarxs. The
parties „Arose services are affected by Ihebreak shall be „ratified at once and all assistance
given to supply =ergency water where necessmy by temporary liras, tank track, or Esther
Memos. The Contractor shall maintain an appropriate inventov af the mafeAals for
c, r enc-y repairs. In the cast: of an aceidental brcakage of a street: light cable, the
oRtrar-tor shall submit for approval a licensed electrical rontr-a to r to repair any Aud
all damage tQ the existing street light cab IP-s.
T he Contractor shall not allow travcl upon any street, franc, roadway, or aley to be hindered
or iaoonveni mo 1. needlessly, nor sball the same be wholly obstructed withoul €bo written
pe nission of the Owncr thereof No eons tction vcbicles small be driven through or 5hal l
be parked in alleys vol s o appr ovod by the engineer-. consiraetion trade shall bo routed
on major Ryt1 ou h-9trectz, Constructiou traffic on nli oar t % s;hall bu limited, as Mudi
as is practieaL All street0osums must be approved roved by Engineer.
Whco traffic rust be obs"oted, the Contractor shall provido proper traffic eOntTol as
acecptcd by the Engineer and Owner by playing oloaflyword sips auuiounoing mch r`aa
with proper barricades, at the nearest CMSS-Streets on each side Of We% obstructed porli=4
where travel can pass amend ibe o atruction in the ho nest and oasiw way, "No par ng„
sigm must t be approved by the Bo ime r and must be P S'PED .AND DATED at. least 4
hours beforc tho intended date or use. °`Nei Parkin�„ sips aro to be pur lased fmm tilt
Owner. if vchicles are still paiked i " o PaTking,t areas identified by the Contractor, tho
ConVactor shall notify the En&eer who will comact the Evanston Police to have toe
vehicles towed away. No towing of vebicles shall be don c by the Contractor.
i riv ways to fire department buildings, df.veways, to =4ieal buildings, axed driveways to
bunt sses required for canfinuarjce of their t omincrce sball be kept open md mat ntain d b
p assab le condi lions at all fixes unless mod i Red by ageomentbomeen the Contractor and the
property owner, l I a r ernon s between the Ccmtraclor and private property owners Must be
in writing to h� eousider .i bbiding. The. Contractor shall give rmonablo notim to t o
omlers of all private driveways before i nteirforing with theme.. l ai ly conalruction operations
shall be tcrmin eel at such Durations that the opuations ordrivaways are not obstrucled.
Driveways shall be passable betwoan the hours of 6: 00 p. M. and : 0 ate.,
S. Add the following paragnq)hs to ArfiGle 107.1 :
"Mo con€Taetor shall Utilize a eclrar�'seai street sweeper to clean sheets affected by the,
ont ctor' operations, including baud mutt s, at least twi" per week and additionally a
directed by the Engineer. The st=t-sweepc,T shalt bo a full-sized, iwk� ipal-type swe por
having dust collection. and Meet washing capabilities.
1f, in lba Opinion of the Engineer, duq beeom a prebkzn de�3pjte the nwmal elsauup
Measive's of'S"r,-t swtepirk , the u{o#rtizooi shiII want clown Eltt pavemmt, s;P ad calcium
chlofl& a5 a dialHal ive, or rc-sWecp mallets �is accessary, all at no aadditic�ml cWt to the Owner.
The Cont=wr shad i keep mf5A t gvapta tics Df talcium chloride on site, for uf>e as rimed
by Ile Lngineer fer dx 0 foMrol.
6. Delete ,Article 1 7.17 and replace it with the foliowi n :
107,1.7 Use of Explosive
a renmai
(b) Blasting and other uses of explosives wail not be pew i tted under thisContract,"
7, Delete Adele 107 . IS and replace it with the following;
14107.18 Use of Fire flyd rants. If the Contractor desires to use water ffixn hydrants, he,&tall
fill out m application to the City of EvmOon Water & Sewer Department and ,ball con €'a
to the n'tuni6pai ordinances, -rules, orTegalatiolis conceaming their me. The Contractor shall
obWn a use permit for each, hydrkni, and shall operate the hydratit properly, The Contractor
is Tequired to use an RPZ or appropriate back flow prevention device subject to approval of
(lie City. 'Mere is a 0 deposit on the fire. hydrant and all borxow d equipment. Water
shall he Airnishad from hydrants at no cost to the Contvaetor. However, the Contractor shall
arestom wrrrage to the hydrant rauscd by his use, itioluding settlement.
Fire hydrants shall be accessible at aii times to Fire l eparunent. No material or other
ob tr lions shal l be placed closer to a fire hydrwit than permitted by Mucioipal Ordi nances,
roles or regulations, or witWn live (5) feet of a fire hydrant, in the abseAce of such
Ordinances, gales or regulations."
Add the following paragraphs to Mice 1 7-20:
"All existing roadway ditches or awales disturbed ta`&g construction operations shall be
restored to their rural cross-section and longitudinal grade, as approved by the Engineer,
Any settlement cansed by sewer or water main trenches shall be ro lled and the or, i-nal
grades maintained y the Contractor for a pel,od of >< car from. the date of 6nal
completion of the Project, arty property damage mused by treneb emmvaatloaa or
augering operatic s Wel tiding settlemt'at shall. be restored at Coatractoe9 expeuse. `
. Add the following paragraph to Aarticic 107.2 :
-prior to commencement of coot -uctiooi ope Lions, tho Cqntrutor ,Cull prepare a written
i-nvexatoxy of existing traffic control and other signage along tfte routes of constratcliom "l'iax s
invex-kiory shall list the location, wording, and gemizal condition of !ftnage. Thii inveatory
sball be 8ubn-dtted to the 13n gineer itpon corn gMion grid before any sipiage is ar moved for
conmuction activities, The ConLrador shall remove all existing iraf o aonfrol signs, stare
these signs iu a taanmr, which prevents damage, md reinstall them as sin ag possible
fbfio i lg installation of new se cxs as'000rdkkated by the grocer."
X{l, Delete Article 107.27 afxd replace it with the. following:
ten ion of demnificgg—a to nird Parties., bi the event that soave off'the Work is
to be completed on property that is not owned by the g ear, the Contractor ,ball
provide the indemnification and sane harmless protection to the owner of such
properly, The Contractor shall also provide the i demWfioation and save hanrAess
protection to owam 'of adj=er}t proporties that may be affected by 1�s operations.
Claims and di sputes by third parties afisin from work ou this CoDtract, including
augering and directionak drilling or exeavatlon work shall be r of vcd in accordance
with the proteduxes hereinafter specified. This pmv i sion dots not change, e, modify or
after the Contractor's responsibility to follow tho imurance requirments of the
ontraot. Neither does raja provision Mange, modify or alter the Conixactoes
responsibility to def ad, indemriily and hold hannielss ft Owner and the D�lgin x'
om all typos of clairas that amy arise oat of or in cons quence of t1m perfoa o
this work by the Convactor or whiolx may result in anyway tbero from as that duty is
stated in Section 107. FuTthermore, this provision does not change, modi fy br alter
ft Contractor's xogponsibility to follow the provisions rcquidng a Contractor's
erfbmancc Bond.
The ontoactor agiom to follow the procedure &tsofibed following in;res0l+vin all
proppaity damage disputes ilxat arise duilng Me performance of the Work under the
Contract. Tho Contyaotor agmes that t o foiiowb g pmo dure is the way the
ontraotor will hold the City of Evanston, � D and Bqiaecr halmless for
property damage claims:
i. RTmxlwe for Resolviniz ErPP_q):V Dam aeo � unit
If the mitractor receives claim for property damW aliogediy caused, by leis
perfbmanoo of tho Work index tbis ContTaot, the Contractor sail, wit '
five 5) calendar (lays of ieceipt of such claims:
AckamIrAgr, the claim to Ifio property owner.
Send a copy of tbc said claim acid acknowledgment to Engi veer.
ff the claim is jiot sctdod a-e the Contractor does not agme to settle the claim
wilWa five (5) calendar days, Abe ontractor shall:
Forward the clairia to the Conlractoes inwrance oarier.
Reams c, bis insurance rvmpany to fbm and to Engineer are
ac mowIedVnmt ofreceipt of (he claim.
The Contraotor and ins urance carrier sbali either setflc Or day Claims with-,
sixty 60) calendar days of 4ii iai receipt of flie olaims. Theinsuranw. can ier
and on"otor shall -adify the 1F,4n= of claims settled and dcnicd,
imiuding the tems of the settlement or rcaso-as for denial. The ontractor
shall advise p-ropmly owncxs of the decision to deny their claims and shall
include in the Notice of Denial the name and address ofthe person autborizcd
to accept service ofprooess on bobalf of the Contractor.
When a O im is allowed in miy amount, Contmaor shall, within tbirty (30
r,alendar days of the award, pay to tbe property owner the amount Of the
award. if the D)ATactor does not make these paymnis to the prop y osv=
with t c thinly 0) calendar day period, ft Owner shall be authorizci to
make these pay cnts for the Contrador and Then deduct the amounts paid
-from the next payinent die (he Contractor under this Contact."
11, Add the following pamgrap xs to Artiole 107. 0,
' 'he € ontractor assumes full responsibility for tho sa,fel—ping of all materials arA
equipment and for all uilflni Shed work until final acceptance by die Owncr, and if any of it is
damaged or destroyed from any cause, Clio Contractor shall replace it at his own expmse,
Tha Contractor small Uldwnnil'y and save harniJuss the Ownrr apinst any liens filod for
nonpayment of his bill* in eowim%tion with fbe Contract work. Tho Contractor shall forni h
ft Owner satisfktory evidcnice that all persons who have dine work or fumishtd materials,
egaipm it or service of any typo tuj&r tbil C"ontmct have bcen fully paid prioxr to the
acceptance of tine Work by the, C:??vc+=r.
The Contractor shall erect and maintain such buriers. aid lights arsdfor watclunen as will
prof ct and w n pedestri axis and vchioles, acid pr v t access of unau€hori7xd po mns to tliv,
site so as to pr vout ac6clents a consequenec of his work,
'`1 hQ Contraotor shall indenmif anal hold harm lesthe Owner, the Ovroees employees, �
rrginc r, and the Eugineei's employ= ftom any and all liability, loss, cost, damages aunt
claims, and expense (in6uding reasonable atto oyts fees and court costs) resulting from,
arlsing Oft of, or inc4rred by) son of any claims, actions, or suits based upon or alle&
bodily jnjuLy, including death, or prop ty damage a6sing out of, or resulting from. tlxc
Ontracto-es operatious under this C o tract, vhethea such operafions be by bi=el f or by any
subcontractor or by anyone directly or indirmtly employed by eithor of them, Tho Coqtraotoxr
sbaR obtAian, insuranoe for this propose, which sball jaisum The inter is of tbo Owmer and
'Engineer as the same n ay appear, and shall lyle with the Owncr and Enginec3r cerfsficmes of
such insurance.
Thy Con€,ractor shall protect the. ownee5 property and adjacent property floor i Ij ury or loss
TeSulthig from his operations. Objects sustainbig such damage skull be replace'd to the
satisfaction of the Owner and Rngine ; fbo cost of such repairs shall be borne by the
co -tractor.
The 4Contracter shall be caraplet ly responsible for prvteedug his work from
vandalism. any vandaftZed concrete shall be repaired and/or replaced as directed by
the Engineer and at the Contractor's expeo3e."
12, D) :Me die second and fourth paragraphs of Article 107. S.
13, Add Ayficlo 107.37, which shall 3read as follows-
" 107'.37 Traffe Control and Pro[Rct€en. Special attention is called to the fbIlowing
Highway Standard. Details and Section 701 relating to Trail`ic control,
701501, 701502, 701601, 741.606, 7€11701, 701801, 702001, 780001
If requested by Contractor, one l c 41a road closures wil l be al lowed by the Owner iu
areas deemed necessary by the Engineer, No rnoxe Om one lane of other streets may be
closed at any time. TrAc control shall be in accordaace Nvi t the applicable s bons of'the
tanda d Specifxcatiom, the applicable guidelines contained in the Blincis Mamial on
Unifem Traffic Coxitrol Devices for Stroets and Highwqs, any Special Wovisions, any
Supplemental Standard Sp ci cations and auy sp ciai details and Highway Standards
contained htrein.
,t the Meeting, „ the Coxdractor Shall fik miah the na ae, and a #- tour
telephone number of t e individual in his direct employ, who is xespen ible for the
installation and mainten=e of the traffic control for the Project. In accordance Mth Arficle
10 .01, if a subcontractor i to provide this aspect of the work, consent of the f3ngiie r 18
required. This shall not relieve the Contractor ofthe foregoing requirement for are individual
in his direct employ to superintend tho implementation and maintenauce. of the txa c
co tic t
The Contractor shall famish, install, maintain, relocate, and remove all traF c cones, gigns,
barricades, warning lights and other devices wbicb are to be wed for the purpwe of
controlling pedestrian and vebxcular traffic. The Ita c =Uol requirements presmtthe �
Contract documents re rescat the minimum level of ac n.trol wbi h s'bali be provided. The
Contractor is solelyresponsibie for implernentingall other traffic control measures regl ied
to fiflly protect pedestrians, vehicles, and his work f -tees.
The Contraotm is responsible to emure that ail barricades, gaming signs, lights and other
devices installed for traffic control are in place and operational twenty-four boars each
calemdar day tl�s Contract is In effect, ftk parti alai, the Contractor shall make sire that
watr�ng lights are fuwctiot�ng ding W t-time hoWs, Wang lights shall be chwked each
calendar day to verify functioning, replace batteriesibulbs, and/or replace light assemblies s
ne" sary.
All areas of work shall be protected each iiigbt by Type U drum -type m sawhorse -type
bmfioades at not greater than fifty (0) foot centers.
1 ru -type and saw,hmse barricades shall be equipped with working flashiAg fi is aad
highly visible xele tors, reflective tape or reflective paint, At least six rectors shall be
visible from any viewing an le. Tape cox paint sjml l cover at least 30 percent of the barricade
from any viewing =gle ad shall conform to Section 700 of the Standard Specifications.
Arrow boards shall be silent type powered by eledr€ ity <)r battery packs. No
engine/generator-powered arrow boards are pennitted.
The Contractoir shaii place` 'o Parkine signs a minimum of•two ) calendar days prioT to
curb replacement, patching or reslurf`aeing operations. All "No Paxl g"sips must 1mve the
approval of, alined, d dioplaycd to the satisfaction of the ngin r. Po ting of signs on
tines steal lire done in such a mm= to facilitate oval; stapli ng or nail ing of silks to trees
is prohibited.
School bauws and emergency vehicles shall .have accem to all premisca at all thyies."
OR
14. ,Add .-tacle 10738, vvWch shall read as follo rs:
""107.3 8 MainteaaRce of Roads. on actorshall main aia-toads fQr all wvatherGonditiolls
.d at all times in compliance with Oate wtd local regulations. Upon completion of
onstMtion, ContraOorsball rctum all roads to their ofiginal condition as described in
w ion 442, With the Owner's approval roadways and drives may be closed UaWolarily hi
the immediatc area or the work. However, roadways and driveways shall be reopono as
soon as isprastir,all'ollowi ng the co pletionofinstallationand/or restoration. lIroadways
shall be majntaiac4 opm to local traffic, betwem tho horzrs of .00 p,m, and 9M any or at
other times when Con tractor is not actively engaged zn sewer and/or water ma in.aal l tion.
roadways shall be opon to tbrough Uaffie whcwever practical. Roadways shall be opml to
,amergency vebiolcs at al 16 recs. Tornpormry pavemciats speci f fed by B giro.= or Owner Shall
be placed on the sarne day as sewer and/or water main installation and shall be ma,hit. acd as
I=esswy until final roadway restoration, Contractor small Ptolaptly temovo all hose
material sfriiled on roadways ding the xcculion of fto Work.
T=Poraty pavmollts shall comist of AGGRPGATB SURFACE,COHSE, COLD MT ,
HOT NTX, or steel plates as spmMed or as diroded by the Engine`. HOT Mil shall be
sod. for all WOT and artcrial streets and all i�xtersecti ors, Aggregate shall be
used for otber streets, alleys and dr v +vays, nrfle= Othc wise directed by the P'ngineer.Ste-0
plates shall be vscd to close construction work sba►fts and shall be set wide their surfa s flush
with existing roadways.
Tempormy pavements for tronobes cwvsing roadways and sewer and/or water main
aruaums in rbrougb t c lanes shall be HOT = when sl) M d or as directed by
Bl leer, Temporary pavements amend stmctures not located in through 1.ral c lams shall
be a, rogate surfacc courso as speciflod or as directed by the Engineer-"
15. Add !Miele 107.3 , vVbich small read as Poll ws:
107.39 Water Control. The Conitactor shall perfoim gTading and other opo ations to
maintain site dmijaago. Surfaee water shall not be allowed to accumulate ill exmadons. ,nle
on(Twtor shall disposo of surface and sub urfacc water in a legal ai nne . Heshall not
allow mud, silt, or debris to flow into any surl`aoc water- area or body offer than in
co plianco with the State Water Quality t ndvds. Where the ontractoz's operations
disturb ex.i ling combined sewers, the Contractor shall provide, lempotary bulkhcads and
pumping facilities as nm(-Issary to m aintai n the combined sewers, cc mected blAi )ding services
and storm water inlet leads in fall operation, including t-ransport of the maximum dryµ
weatba and wet-wather flow ofwbic'h the existing sewor is capable. omb ,n-d.wastc awr
shall not be permitted d to flow along sheets, public iigbtkof ways, privatc propvdy, trell0l
areas or inactive r lief sewers, .All earthworks, moving of equipment, water conftoI of
excavationz, d other oporaEtions likely to v-reaW silting, shall be conducted so a. to
mi nimi a pollution to wateycoun, es or wala storage area, - Under no shall the
oatnetor diseb-Irge poll lkmt�; into any water our c or water storage arm,'
16, Add Article 107.40, bii:h shall read U foliaws:
'107.40 Overai ht'Protection ofWork. The ontrac:tor shall adequatelyhael , cover
�vitjti appropriate plate$, or suitably fence and barxicade ail open excavations at the
completion o reach day''s work. p 4otzt e oavatl��s s�tai� � re��c to a a l�xz � ���x tl�
Gf thirty feet overnight. Excavations shall not block roadways or driveways, Opeftendsof
sewers being installed shall be bulk -headed oventight with watertight plugs to Prevent
elit.mnee of soils, entrarx e of growidwater, and/or entrance by the public. The ConlTactor
shall protect all excavations from public access. All shafts for open -cut work shall be fxflly
covered during nonvmr Cxng ho xs and during working lours when -trot being actively used
for that c °s construction."
17, Add A 6107.41, wbich Stall_ read as. follows,
"107_41 Guaraiateeg and Warranties. All gLiaraLltees and warran€ es required shall be
furnished by th Contractor and shall be deli eyed to the Owner bfsl*are the final voucher on
the Contract is issued."
I. Add the follow]ng to A.r oXe 10 .4i
`" Clic Owner rrray approve the osc of second tier stibcorrtral;toxs on a case by case basis after
k}xc prima cou"C:Eor initiates a request for approval of sane. Thy Pri= convaotor
responsible for corrrpliamo uith all fh6 ProvisiOJR Of the WntTaA snd is also �re�po�silaie for
vnavidirrg €hat all of t patinent pro Asians aM requircmenN of the �rimo oorl ad arc
in rporated into the se*ond titr subi-,ontrac#s. Thi3 mo CmMclor shall provide a pY of
the second tier swUontrad, ,second tier s Ubcontmw instimce certtiicatcs, and sh4 pr vi
wasvers Siom the s eorkd tier �uheontrae#ors as required for the processing Of pay win ates,
The ccofxd fier, steal€riot commEr rjce woris tlrrtil appmal kL SrantW,by The
own&'
. Add the following to Article 108.02.
"Prior to corm Mci ; cotimrktc#ion operations, the Pwiect Superintendent rftM i rnec# with tb6
owner arkd iwrjginoeer and su€xrnit his -Prob s Schrdsile.
The constmetion wbedWe shajl retied. that no work wiII bo performed on �tllrdw and
i) do . Thr, work day to ealegd-ar date cox lation of the construction schtdule shall be
baste on the howl of work doling the wcclt regnired to i�omplote the activity with adequate
allowance fox holidays, aclvem weather atxd all other speeia) requiremcats of the vuor�
The sub�n t to the hngjneeT monthly updates of the scbodales required pex
t'hesc specjficaticros. Sohedii€e updates &Shah re€ ml the progess to date by prm iding actaal
start dates for �ickivitics Maned, 9 tual fxxt ish dais for co pkted activllie8, =d identifying out
of soquq�ncc vrork, nhediie logic ch2o&%, and any Or ovents irnpactin the
curr ent schedule. The updates sh91€ ajso contain the onlrsctor°s best r<stiivate of the
60
re,moiyking dwatxon for activitic,3 not complete as of the cute of the updato, All l phis
pvA, OtAaticns aid mports shai) be sTR)mittcd with the monthly partial payment regticsts,
'axe Contmotox sball prepare, and stibmit clazly reports 4wntairting, among other item, the
following informatiow
1. A &,so6p ion of }vark activities performed.
2. A descxipt oa of obstniclions oncolintercd.
3. Te peratuz a and w,calbtx ooaditlons.
'lac rqwU steal l be SubmiMd of a daily basi 8, by ft, end of the n=t bu dies day.
Wbr ation providtd %i the daily report ,;ball not constiMu Mice of delay or arty with
no oc,rcquixed by thc Contmt D34�wnfmts-
'ri ailure to proviso the u pdatpd schedule every wouth may be cause to witb hold any
partisil payment dui to this Contractpr duxing tho coum of the Contract imtrl the
€leficie-my has been remedied."
31 Mlote tho second paragmp a of article 108,03 and replace it with the following -
`"lire Conftaoor shall notitythe: Ov,' ex and Bn&vuaticast'72homsb*mbe niogworlc,
lbo g vc a mixxirmira of 24 hourF, RotioD, not inobldizxg Saturdays, unday� or
legal holidays, p6ox to of oonF,"QQ*n activities fcr any work- .cr rolated
reason, Suspc=iorr of wmk fbT non-w"theT Tolatecl Tew s must be; pre-apMveci by tbze
&Onmr. The or ow-,jor rust be in advan of'the ControlUng Item as indicated by his
�ubnliar,d onScheduk as a Ondition Ofthc ngincvr's graiiting to
wslaexxcl wox-R. Th addition, thr, suspiz�siorr shall not a -cot the compiction slat of the project.
71 c Contrarjor shall notify the E-nginmir at Ica& 24 hours, not including Saturdays, Svaday4
or legal hohdaya, piior to t o: mumplioa 1pf WorkThe alto must he 1c1f Ina} clean and neat
wamcr, ace table to ft Bnginm, prior to the aut aori ,at ox of the vV sim
The r,,.ntractor shaD perl'orrn 1ht Woric in a ordmrc with qxe following FP%Wlaling rcquircmmu-
a_ Tbr, Contraom must follow 1DQT's re corded Holidays iu SSRB C, Yatiwxy 2007.
addition, ft: Cont=tor will be r urxe to discuss their op=tims and get vezbal anti f or
',Ntt p issi at least twexxtywl'OK (24) hours in advanrx in order to Work on the
following ,atcs:
1:rtslay, Aprj122., 2011 OQod Frbda),
e5day, April 26, 201.1 Pasgovex•
`nninday, September 29, 2011 Rosh llashariab
Saturday, OMr 8, 2011 Y M Kippur
. D0100 Wic1P IM04 and replace it: with the foliowbig:
'4108.04 Normal Work Hours. Nomal work hours shall be; Monday tivosagh I.{May
(excluding legal holidays) betw m 7:00 wn and :00 p.m. local time dwing t:ho v,�Mdar
dates Weelfied in dole 108.03. Except for woyk required to maintain w+ Lrning lights,
bear adds and other sa fety/heait -related s� t:e3m no wol< steal l be p�rfbrmed on Saturdays,
f
Sundays, legal holidays, or between 4:00 pw and 7:00 am on other days without pr-oifi
permission of'the Owner. .
o work, except mainte-nance of waming lights, barricades and other safety/healt-mlated
systems, may be performed artless the Enaincer is available to observehmpect construction
activities, Owner will provide the services of the Engineer ss needed for construction
bscrvat c�rtlir spectionbetween thc, bottrs of 1.00 apt and 4;00 .m., Monday through day,
ex"pt legal holidays, in accorduice with the calendar dates speoified in Arficle 108.03.
5. Delete Aslicle 108.05 and replace it with t.be following:
-10 .05 Project Completion 'dines:
The Contract Working Days shall be as specified in th.e Contract l oeuments. Liquidated
dainages as indicated in Article 108.09 amount wiH be ku shall apply for failure
to athie�ve the Working o rkin '4 Days, and other specific Work task eompletfoo
requirements. Claim for extension or s .orteping of the Contract Working Days shall be �.
based on written notice delivered by the p2rty maldngthe elai m to the other party aid to the �.
]Crn eer promptly, but, in no event, later than thirty 0 calendar days a #ter the oc mrenee
oftba event giving rise to the claim and stating the nature of the 0aim.",
C, Add the foUoiving pmgrapfi to,A &le 109,07
LThe 'Bngilicer shall have no authority to suspend the Work, wholly or in part, for any moron.
All rights conferred onto the Bn&eer for suspmdir;a the Work by Standard Specification
xticles 105.01 and '10 .07 shall Fie, the sole right of the wrier!'
SECTION 10 -- MEASUREMENT AND PAYMENT
f. Add the following paragraphs to AAicXe 109.0 :
"All the tee Wrerr enut ofthe S13pplemtntal Slazdaid Specification putaiiing to Swfions 140
to 109 of the Standard Specjl"icatians aTe comidexed incidental w the Work, aad no separate
"additionaf payment will be made, exccpi as other se indicated, for complYing with said
requirmemts. The Owner has the authodty to witkritold any payment if Wis4aory progress
is not made by Contmaor to wmplete my work on tiie Contract.
The cast of'removal of my lemporary surfaces, trench bnkf~ifl or other temporary reatelials
above the sub grade level in areas where final surface restoration is to be p s ormed shall be
incidental to the Contract and no additional separate payment will be made except s
indicated in Section 0 10 10.
&istiDg facilities or property damaged by =str= ion activities, inchiding settlement,
whether through result of ontmeto-es negligence or as a moral result of the mearks and
methods employed by the Contractor, shall be restored to original condition. Restoration of
damaged areas will be considered incidental to the Work and the cost shall be included as
part of the unit or lump sxun price item to which the restoration perta4 s.
62.
pay items P.I.) are der) coed- In Sect ion 01010 of lhi� SuPPIMMWY ap"i fxcations of this
Contract Docu ment. Pay Item de litions and eat"rement Pyo edrzr" xx Sect'ivu
01010 sh"111 take prr:cedence over Nny other cunfljet€xrg delinxtlons Qr proefdures.
payaxoat for each itL-lu wil l ire made at tho unit 0r lump sum prico bid for that ftem� The cost
of q1l other rciato or incidental woTk reqtiimd by the plmrs and spei-,ifucaliQns shall not be
ramu red or paid for as a sep amte item, but shall be i noluded as part of the unit 0r b3iap sum
price itom to wbi ll the work p W-airjz. ya . illxre. to list al I such related or incidental work for
the bid items shall not invalidate This stigalatiou."
OM Alllcle 109,07 and FePIOCO it. with Ole f0110- wing:
'109.97 partial Payrr3e #s and etainfl t. The Qwvner Will pay OW CcrrAMAOr MOMMY for
Work conipleftA in ac ordance vvix i the Contrad Documents Applications for Paymont
ftom the Contmcw (and ubcontrac103) shall be prepared and wbmi tied by the Contractor
with a,]I sopporting documents to tbe BagiumT. SUPPOItRg aocurncrrts to bo submitted with
,applications for Payment sball. include, but -are not Iknited to:
Documents to be S 0311it d With APPI catio€rs fQT rtial Pay et.
() MBE/WBM)3FJSBP, Utilization Report
(b) All d liveey tickets for eoncret0 =d asphalt.
o) Lien Waivers
d.) CcPstruction Schedule Update
Failure tosubmit anyof(lie abGvedoc"critsmaycaasethepaymeat.appWation to be.
rejeeted.
Lien waly rs sha)i accompany ewh Application for Pay=nl and shall regeot the arnount
paid to cacia subco#atractorr, and supplier, and their respective sappolling liar waivers.
C ontract es Jim waiver: nibn-dtted with interim Applications for Payrracnt shall reflect all
costs up to the date of the Application. iricn waivers from sub o tracton, suppliers and
oibcrs accompanying interim Applicat ens for Pay ent may be submitted one Montb in
arrears. Lien waivers submitted with the final Appli adon fbyPaymwit shall ro:flect tlk full
values of Contrjrtoes cffor'ts; and, all subco ntmci , materials pur6ams, and otbor Project
costs.
App]ioations for Paym cat shall be reviewed by €iie Engincor wilbin tort (I0) lerdar days of
fizz submittal and relurapd to the CoMactor for correction or for"OW CO tbo Owner fear
appraval, as appropriate. Bngin cr and Contractor must agree to quantities forwarded to the
racy. ,any dispuwd quantities not included in the Application for Payment must bo;
rmolved w i a n tlritty 0) c almdar days with any adj ustmcnts from disputed quantW 0S to be
included on the following Apphoation for Payment. Appl icat ions for Paymen£ ocr fiord by
the l n uc r must be ifx the City offices by the clo$e ol`laus€nes o-n the last woTkin day of
each moni. 'rhb O ncr will pay the Contractor wi thin thirty 3) calcadar days of receipt of
Applications for Payment cWifed by tlxe Fn incer,
93
etai[tage sball be pit ,he)d as follows:
"Mere shall bt, deduott-A fi-om Ike =aunt so detet-rr�ned for the lixv 50 porcept of the completeAworld. a
sty of tin pmerkt to ba raw in ! ua ii after tht carr lc on of the entire: work to the mfisfaction of the
n&jccr. A.Ite� S€# percent or xrtmtr: of th4 work is completed, the City emy, at itdisoretion, tenify OLO
renjairift partial pa mmu nvithol4t anY further retcntiw, proAdM that satisraotwy Pm8res8 is hair
t e, and provided that tho a ouat ratainod is -noi less than five PL-reCnt of IIW total adj uraed cone
Price."
Delete the Brat, third, and fourth paragraphs grap of Arficie 109.08 and add the following:
" final pay nt will be made within sixty f 0 calendar days after the Mork is fully
completed and accepted by the Owner and the Contract My petfonned, Reqiieat for final
payment shall be prepared by the Contractor and accompanied by the doeumtnta on
hereinafter listed. QuArfflfies for tips Cantrwt shall be suhjeet to the Cont3ract nr�t price
applied to -final measured quantities.
Ncj&er the final payratnt nor after part of the retained mentage shall brcome due -until the
Contractor delivers W the Defter ax complete release of all fietts arising ottt offt� Contract ox
receipts in full in lieu thereof, and in either case, = affidavit that so fat as he h" the
lnotvlW c oT information, the rcltatses and i�eccipts inaludo all the labor and material for
which a lim could be filed, but the C mtraoto ' may, if stay sub-contramor refuses to fwnish a
reloast� or receipt in Ad1, furnish a baste gatb6ctM to the Ormer, to indemnify the Owner
against any ! ien. If arsy liens remain I=ati' Aw after all payments arc Madt, the Contractor
shall rind to the, 0 wvncir all moneys thAt the Owmt may ire, colmclled to Pay irk &thatging
s=b liens, including all costs and A4ttorne s fees,
With leis final payment request, the Contractor shall sabrWt the following data,
oeuments to be Submitted with AppIkation for Fin Payment
(a) MBEMMEBE/SBE
Utif izatiOD Final Report
Section OOMO
Contractor prepared Record Y DravAngs Section 01 0
4. Add the following as the first two am apbs of Article 10 .0 :
-rhe C~owa for shall notfy the Rngimec immediatelywhen the Cont ra tour becomes aware
of any eirmirrtstances whicb the Contractor behaves may lead to a claim for extra cost,
wbe.re possjble, the Contractor shall delay pmceedingwitb w ork wlkh may result in the,
claim for extra cost wi it the Engineer has had a reasonable opportunity to xeview Me
situation, unless stieh delay mill materially disrupt the prosecution of the Work of finless
irolnediate Contractor action is required to resolve M emergency whieb endangers life or
property. The pwp noes of the Eng� neet"s review are: to veffy that a clairn for extra cost may
be warmted, to make modifications to the Work to avoid ox Tninimize the ex tra oost, and/or
to monitor the . ast#ractar's performance of the work generating the extras cost. For those
aituatiorks 'where the Engineer i s not aofified prior to the Contractor perfontt i€ g work which
causes the claim., the hmoiint of extra cost to wbich the Contractor is entitled shall not
64
inoludc owts which, 41 the ngineor's soli: Opinion, could x-=onably have been avoided if
ft Contractor had noti red the Eqjnm prior to proceeding with €lie Work,
'1 lie Contractor sb9I submit, in writing, claims for extra cost to the Bnginoer as soot as
PMNO after thr, O=Utr'e cc of die vcgt(s) giving rise, to the claim, but not more than thixly
(30)calendar days thercafter. Claims slxall include appyopdat ppor uug documentation as
e j fied iz following pmagtapbs to justify the o tm cost olaimod. This dace o t Lion ShalI
hiclud , as a minimum - a descxiptiou of Oic circum stanccs which Senemted ft claim, prior
noti. eation� provided Co die Engineer, and a detailod breakdown of costs incurred by the
Contractor. In the event that ibis doc nontation carmQt be aswmbled. witbirt thirty (0)
calcudar days or if the extra cost is ongoing, the oxttraotor sl ll subm i#, ia;vriti , Whatever
paztial infbrination is available to keep the Fu ineer in formed of the CowaaetoTls progxe,5s.
Extra cons inrmtr d by flip, Contneftr solely botiause of the pwieular meAnand mr tho&
wl ch the, Contractor C'booses to perform. the Work will not be considmd, Clai= sabn-fitted
more than thirty 30 calendar days a the of the events giving rise to the,
claim will not he considered "
Delete the first, second and Nrd paragraphs of Arliele 109.09 sub -paragraph e) and replam
th w with the following:
" (e)Procedum. All claims and supporfi g documentation shall be subIled to the LnIginem
The Bngin= shall revimv each claim and advice, the Owner of the Fngincox's opiaiDn ofthc
relative rnorit of eadh 010im and the dollar and/or time adjusIment wbich the T nginoer
belioves is warm ted, if any. The tamer shall make a determination of tiie merit of cacti
claim mid dte dollar and/oar time adjustment, if any, whioll i.� appropriate for resolution ofthe
claim'. Yf Contractor is dissatisfied with the Owner's decision togardiag merit, dollar
adjustment, and/or time #4justxsx nt associa%d with a. claim, the Colituctor may request
arbitration in accordance with the following,
All claiaas, ominter-claims, dispWcs and other ratters in qu"fioubdwMn the Omicr
and thin Conwaetor arising apt 9 , or relating to. this Ageement or the breach of it,
will be decided by arbitration i f the parties m uW al ly agree, or i n a eowt oftompotent
jurisdiction wit 4i tho State.
Mexico of the domand for arbitration shall he M d in writing with tllc other party to
the, Co -Macs D"uments and with the American ,r`bit Lion Awociation, and a copy
shall be filed ith tlxe Bngin=r, D=and for arbi trmion steal l in no event be made on
any elairs�, dispute Or other matter in question which would be barred by the
afipiicable stance of limitations.
'111e ContraMr wi I I carry on the Work and anainlain tbo progmss sc-ixedule during any
mbitration proceedings, unless otherwise m really agreed in wa tjng."
SECTION 01 - L EARI ,-IREE REMOVAL AND PROTECTION. CARE AND
!�'EPAIR OF EXISfING PLANT MATERIALS
Add the following paragraphs to Aniele 0LOJ
"Treez and shrubs which may be removed for perfor'iltance of the ' Vork are so
de i to€ed on the) r'a' ings. It is riot anticipated that arty purer Iffts or shrubs will
need to be removed for performance of -the Work, Should the Contractor desire to
Temove trees or Shrubs, the Contractor shall not itthe Owner fbr approval prior to
removing my trees or shrubs. Owner will not grant perraission for removal of trees
or shmbs, unless the Contractor can demonstrate that there is no other practicable
way to complete the Work inclading auguring or -band-excavation,
ixon" -recogyiizes that some #reo branobes will need to ba pruned to provide ciearaticc for
ccY�strtxc « e x�iprn t, However, the conTraclor Shp -it secure the "press permission ofthe
Engineer to trim specific overhanging branches of trees. The max jmwn perntitt l frei ght of
Ormning slyalt be 14 feet. All tree tariwyning, pru�ain , andrepairofwound surfaces stall be
peformed by a lieemwd arboiist approved by the Owner, The Owner .will provide
appropriate staff to observe kxee trin>; ng operations. ne Contractor shall provide at least
72-boux frotice to the (Jwnei, of trim ins apera#ions. No trimming shaft be done trnlesss
Owte&s staff is available to observe trimminegl Trimming shall be performed to the
sat isfaction of Owner's staff. The Cant ra tox shall provide proper tree guards to protect trees
fxom cage due to consh ction ogaipme t aad operations.
Trees o.ud shrubs damged due to constmetion operations orrxerrxov �vit%gt�€ �pprov�l sham
be replaced, at orttraeto?s expense, with frees or shrubs of like speoleg and size, to a
=xirnum wink sire of -inches diameter as direoted by the Owner_ If frees larger than 6-
inches- diameter are irreparably damaged or deauoyed, the Contractor shall repiaoe theso trees
with trees of like specios 6-inches in di meter. 'free -trim , pruning, .repair of wound
stuface , re -oval of trees and shrubs requested by Contractor, and mpiacemcnt of trees and
shrubs irreparab)y damaged shall be incidental to the items of work to vvhich they pertain. -
Parkway Tree Protcajon
Prospective cqnlractors are advised that it is the "press intent of the City of Evanston to
mirdmize trimming oftTees in the'wo* corridors and to vigorously protect the quality Ortbe
urban forest. The equipment aad trtcthods used Eo perfowt any and all portions of the work
west be the size and nature that results in the Least disntplion to the existing envirorrrttetrt.
The City of Evanston reserves thtright to limit the sizo ofthe equipment used on the project.
The Contractor slxal.i at ail times de on=atc to the satis&ction of the City ofEvamton that
astable precaii6qMs and due di genoe are bexrg observed to protect the -natural amd improved
features of the area. Special aDd continuing attention will be paid to the maintenance ofteee
protection ferkeing and the appropriate observance of tree protection areas as delineated b
the fencing.
To insure compliance with the City ofEvanston1s irftnt to r inirnize area disturbances, the
6(7
following proocdures and actions will be followed, Whm ffip, Pmginer detormine's that a
de,ficiency mists, (lie C ontxaetor• shall c: notified. If the contractor fai)s to rectify the
doficienr-Y mediat iy, the Engineer wi I irnpo'se a daily mondary dnAvotion for eao,h 4-
how plod or portjon thereof %L- de€"rcic .cy exists. This time ponod wil l begin with the
timp- of notification to t1w Contractor and end with the 4uer's a=ptarie of the
coxTedions, The cost of tho daily deduction will be $250 per ocouuence per calendar day, Di
ad dition, the C;ontractox will be b ab le, and iwpomible for any and al I cor cfive and rc a iaf
action.v required to Mqore the wea or hr,111 to mmp rabl pm -project conditions as well a
any additional fines and fees as stated in tbo tree protwtioli regkijrM11e its in th sc
�pccificat�orx. .
Care of E NistjUg Plant Matelial. If cOnstnictim is to occur within the root zone of xisting
piM)t Ulaterial, root pruning and spocial plant care will be required, as here after specified.
All prkiWng sba)) be performed by a profassionai arborist (som iie whose principal
omupation is the Carr, and Mai ntanance of t,re", ),
The Conti -actor- shall be responsibk, for faldng measures to miairn d-amap to tree 'limbs,
toe to s, mul t- a roots at oach work situ, ,ail such measures shall be iaoludcd in tho
cOntract pale for other work excopt ifiat payment will be mado for Temporary Fence and
Earal Saw Cut of"i rec Root$ as separate pay items.
Ar Barth Save Cut of Tree Roots (Root Pruning);
l.. WIlenever the PrOposed excavation fails within thxc drip -line ofa tree, the Gola(ractor
shall
Moot pme 64nclws behind aud parallel. to the propowd edge of treac,11 a
1�cat, Gleam vwl al cut to a minimm depth dirmted b (3 e City Arborist
through ail 1he affcotcd tree roots.
b, Moat prune to a maximum Wift of 4 inobes using a " cane el wheoi
MaCcbing the following criteria. The root pmn r whc i shall be 0" dia cw
088"6 cany'ing 28 pair( 6total)sWmpcutt r leoth with toot.b.
spar,ing at 3" on enter. The, Cutting depth shall be ' and serail utj]i7.e a
65bp tractor. Trcacbi ng machines will not be permittM,
c, &WOse care not to cut any existing utiIiti ,g.
d. If during coast ivdon it bec-,Q yes evident that additional tree roots will
require root prunirig, tho City Aftrist and tfre Coutractm sbali ha c rood
pruning sub -contractor r-etum to the sits to properly root p r e the tree at the
Imation directed, by the, City Arborist, The, contractor will be ,paid for the
Additional root pi-uning as described below; bow v *, no a.dditimai
compensation will be made for remobilization to the constra,ction sits.
c. For iveatiOn Wber V*t Pru)3ing is perforrra for the purposo of curb and
gutter r oval and replacement, the coot -factor shall root prune-jnclre�
7
bi-_hind the curbing so as to neatly cilt the tree toots.
f Depth of out shall bo 12 inches tar ciarb removal 'wkd replaeesneal and 24
inches for s#rtiewral work. Any roots mounwedat a greater depth shall be
neatly saw -cut at no additional cost.
91 T,be Bneer or City Arborist will mark locations where earth saw cuts ing of
tree foots is required in the field -
2. All roast prur�rag cuts 8bal i be im n-kedFateiy back filled with watexial side cast from the
ea b-sawing pxucedure, so that the gmund surface is even and no tripping potential exists,
. All mt pia}rein , wore is to be performed 6-rough the services of a ceW €ied rb�)rist to
be approved by tU City Arborist.
Moot pruning will be paid for at the contract unit price per foot for Rost Pruning, which
price shall bo payment for all labor, niatexiaJs, and equipmcnt,
B. Temporary Fence.
1, The Conftactor shall erect a tempoiary fence afound all €r"s within the comtraotion
area to establish a "tree protection ;'one".- as established by City Arborist, before any work
begins or any material is delivered to the jobsite. No work is to be per o ed (other than root
pruning), materials store, or vebieics driven or parked within the "tree protection 20ae" at
any time duriug the course of Construction,
21 The, exact location and eta ftsbmnt of the "tree protection zone' fente sball be
approved by the City AeborisI prior to setting the fence. The farce shall be. 48 inures high,
plastic poly -type or any other type of i ly visible batTiox in are open-weavo type patter
with ]are opea�-a s. The type, color and pattern of the fence shall be approved by the
Engineer prior to erection. This fbnce shall bo prop only ntaint fined in an uprk t manner and
shall reru io. tip until hnal.restoration, unless the Enginter directs removal otherwise. Tree
fence shall be, supported ttsin r-Post style fence posts with a maximlam of ' spacing, T-
posts must be at icat six feet in length, two feet of which must bo set ii3 the gtoimd. The
fence shall be attached to pasts and secured with a minimum of three nylon locking ties per
post. Utilizing re -bar as a fence post will not be perm ittt .
3. The fence shall be imiailed I'behind aM parallel to the curb and beiween the curb
and sidewalk. Fe w shall be erected on a minimum of tbroa sides with the fourth Sidewalk
Me being optional. Fence shall be insWled at tltc drip -ice of the taco or as Iisted in the
following guidelines:
a. Estabii sh the dieter of the tree at a point four wid a hal f feet above the growid, (referr
to as diameter breast height or DBH)
L Trees with di ameteys 10 inches and under rc: uire root zone protection a winiTnu u
of five feet front a center of the twee
ii. Trees 10 to 19inches In diameter Oka II We a minimum root rune protection of 1
66
fW. from the center of tho Tree,
iii, Trees Dior than 19 inches in diaracter slxali have a. minimum toot. zone
protection of 15 felt from the, outer of the tree.
4, Parking or maneuverh�g of macbinm, stockpiling of ateriaU or any other use: will
not lie allowed upon unpaved areas within 10 feet of the ro(t proteotion zone of trc. s or
planes designated tea be protwed.
5. Construction area is derned as all areas withi» 10 fout eacb side of midway
improvement location.
6All woTk wit n tl e far e protection vone I zliall 1) ave the xx ine 's pr[or approval.
All slopes d other areas not re- radeA shoWd be avoided so that owiccessary damagc is not
dom to the existing turf, t=. Trrot system or ground cover.
7, The grade wi i n t "I e prote tlon zone" small not bo ehmgod unless �Pprovcd by
Iho Engineer pxior to males said c angc.5 or perfoi ing, the work.
Tree PrOtmfivc fence Nvill bo paid for at the coat of unit pries per foot for Temjmriaxy
Fftce, Wllkh price shall inoludz fumisbing, im:ta ling, wainfainiog, and rmnoval.
When bnpXovc ents are mquirM witWn the ITee protection zone', tree Imnk protection will
be roquired,
A. Trte Trank Protection, Iflic Conftautor shall provide 2, in. by & its. by 8 M
boards banded continuously around each traul< to prevent scarring of trees jhown on the,
plans or 4esignated by die Engincor. For vId tens tries, saplings, and 5hmbs to b
protcoted wit -bin the area 06=struction, to porary fencing juay be used for fw& ptotec€,ipx7
Tum tmak pwi- :etion will be paid for at the coilt Tact unit price per BACH fox- TREE
PROTECTION, which price shale include fbrnjshing, iw4i ;, Maintaiuix , and removal.
Free Fran. . Tree pruning shall consist of pronin branches, foz aesthetic a -Ad st actural
enbancemOnt, of existing t e� 'as shown on the glans or as dir te€l by the Enginecr. Vie
National Arborist Association's Pruning t .dards for Shade Trces Class JI - Standard
Pruning 3ng sped fieations shall bo follow . All br nob pruning to anexican Bps aM Oak tro y
ball be done be cen Oatobcr 15 and April 15, when the trme are doiman(, Ash tree
Pruning shall be completed according to standard special wWe ronwval mquiromcnts,
A. UndvrPmrdng to provido clearanm over the street will be allowed up to 14 feet above
The pavement. If additional is needed a request in wfifing shall be subm itted to the
City A Tborist.
q
SECTION 208 - TRENCH BAGKFLLjL
1. Delete Section 208 in its entirety and replace it with the following:
"SECTION 209. TRENCH BAC)KFILL
208.01 escripdo;n. 'drench bac Ull includes the filrnisiin , tr=p lung, and placing of
material for the backfi[ling of trenchog frorn the tap Of pipe betiding to the sub grade of the
pavement,
2os.02 ease I Trovch ackrilI in Payed Areas. Case T applies to excavation Many area
wbich bag orwhich is ProPosed to have Dnder this Px*j ect a Pennanent type stxeet, sidewalk,
curb and guttey, bitaminouspaved perking lot, or is within 2 .feet Of paved SUrface. ` zenrb
baAf lling shall be performed to accordance with Article 550,07. Wherebackfifiing a trench
containing a single I anaiwdinal pipe, Contractor shall We atw i laorted ular mAterial
coDfor xiog to JDUf:fine Ag egate Classification A 6. Where bac'lkfFlling a trench
eolitai ng multiple longitudinal pips (coon tremb), Contractor shall use now (imported)
granular material =3.1orining to MOT Coarse Aggregate Classification A- l I r'rorn 6-hiches �.
below the invert of the lowest pipe to 12-inches above the cro-wAl of the bighest pipe and
gZ,
anUlarrnateriaai eo fi
or=ng to MOT gradation FA-6 ftom l - inches above the crown of
the bighest pipe to die pavement sub -grade. Granular trench back fill shall be compacted to a
minirnuza of 5010 S tandard Proctor Density as per STM- 698. Where native subsoils
excavated ftom trenches Yneet t1w gradation, quality, and other requirements ents of Article
1003.04tltis matehal sbali be used to batkfill trenches in lieu of new FA-6 material. 'drench
backfill shall be paid for in aocordanoe with Section 01010 of the Supplementary
peeif"ieat#on .
Use of native soil for backfill stall be i eidental to 0W cost of the sever or water main
in t4ation and no separate payment shall be made.
Trenches shall be backjRlied with FA-6 rantriar material, or native subsoils meeting FA-6�
require ents, up to the proposed " aggregate base coarso oft e pavement stmcture within �.
the standard lxencli width. ThLh Te ainder (>fthe trench shAU be bagged as sQop as possible
withfull-depth ag re to surfaec course installed as spe6 ed in Section 402. hi no case
shad trcncltes outside of protected excavation areas remain unpaved overnight. Payment for
ag egee surface coarse shall be in accordance with Section 01010 of the Sk�pplernental
Speioation.
When specified by tine Engineerand/or Owner, in tie roadways ofarierial streets, the top of
the tremb shall also receive a temporary Pavement consisting of 3-inches of HOT MIX
placed ovey the aggregate surfaee course. The aggregate sukface course steal) be r graded as
neaossary to permit the swf'ace of the HOT NffX to be flash with existing bard -surface
pavme t.s. (Yl` iN41X shall be placed as soon as pmetical after backh 11 i ng the trench and
placing the aggregate wrface coupe. ILJ a jengtil of*treneh in arterial str ets Whieb leas not
been paved with OIL lv strap not exceed 500 feet. Payment for HOT M ter porar
pavement shall be in accordance wiTh Section 01010 of tho S' ppleniental Specifications.
0
The ontra<;W3r Shall ni a intain aggrepte, surf" e courso arxd HOT AMIX temporary paving free
from, rues, potholes or otlier displacements and provide means fbT dwl Co al until such
tinle as the per wlWit pavement is lac d. ShotiId settlements Or,= in cxeess of I i1 i=hes
below the street gmde, the Contractor shall Wraish �md ixistall additional temporary paving
ihater#a.l to maintain tb su,rface at street grade, lain nanoe of winporary paving shall be
4tride tal to the isiitial paving operation and uo separate payment ahall be made!'
.SECTION 211 -TOPSOIL AND COMPOST
1, Add the following phragraph 10 Article 211. 4:
`Topsoil shad be pWvPTizrti. A Tni nhn= lhiolai s of 3 4whes of topsoil sha1I be ,placW
over the full width of 4iai nbcd areas to be sodded."
SECTION - SODDING
l.. Add o following paragsaph to Azficle 75 . k:
".All grassed areas disturbod by'Contractor's op rations shall be restored by sodding. To be
acceptable, the soil shall be in a live, healthy coodit .on and be Wned to the soil. Sod shall
be m ing in laEcc for forty-five (4 ) calonda r days prior to mcasuxement. Only living sod
iliac is aec table will be measured for payment,"
I Add cite following paragraph to AitrAe.252,0 :
"Sod for p0lic parkway areas and other arvzs with) in 25 feot of public roadways shall be sait-
tole=t, Sod for other no" Trail b4,- natiw sod malching thr, ipeci s, color, and tex(lure of
adjoining g zsa; areas as approvcd by the ngincer."
Add the .Following to Article, 25 .03:
:Sod b preparation shall include* thr, plao meat of cop soil, includ4t excavating and
grading tlko areas to be, sodded to a depth ofat l t -inch below a line ocnjjc, to a the top
of the Garb and, ft top of the sic€uwal , disposing of the matcnial remomz i and plao4lg
pulverized topsoil on the space so prepared, Waited mid read fo-r sodding. The topsoil shall
be free from quack grass and ►re ds and shall be approval by the l n&eer before placing.
Oat rolling of the attire, surface of the soil shall lie made, Existing sidewaft, curbs and
tr y, whem the samp, We, not to be romovvl, shall be protected £prom damage during the
placement 0 f topsoil. Placement o f topsail shall be in6dontal to the cost o£ sadding and no
separate payment skull be made,¢,
Acid the following paragraph to ,Article 25 ,04,
"The Contracwr is encouraged to r l'rain from plaoing sod dudn the months of July and
Augwt, when possible within the, required o sod may be placed
betwmi l ovcmbev l and March k unk, �s approved by the Engineer, Regar<U"s of die, time,
of plaoc ent. and subsNoent cl imafic conditions, the. ConlTactor shall ,eater sod sWTiciently
-11
to maintain it in a healthy condi ion unlit accepter by the Owner. Sod shall be, in a moist
coeitio at the time of cuts g and shall be kept in a moist condition antil it is placed, Sod
cut less than 24-hours before placement is preftxxed Sod cut more than 48 hours before
placement shall ixot be used,,,
Anti the fallowing to Arti Se 5 .06-
"Tbe placement of sodding shall consist of preparing the gmund surface and futWshing,
trawporting, and placing soil and fertilizer required in the sodding operations. Fertilizer
having an analysis of 10- -4 or having a diffiere t analysis but still mecting the 5-3-2 ratio
requir ts, shall be applied at smb a rate that each acre to be sodded shaU receive a total
of 160 pounds of the these nutrients spcc ifatd in Arfi cle 108 1.0 , The fertilizer nudent will
not be'paid separately but shall be incidenta) to the cost of sod plac tent!'
. Detete the first pwgsaph of Miele 252-08 and replace it with the following para aph ;
" Within eight ho= aver sod has been placed five gallows OfWater pc1 square yard shall be
applied € d the entire surface of sod rol led. They after, on days designated by the Engineer, �
ad(lition l water small be applied to sodded areas at the rate of three gallons per square yard.
fie mtr ber-of additional applications shall 110t e-Xceed ten and these applications will be
reqjfired within a forty-five (5) calendar clay growing period after Ole sod has beer► place.
The cast of thin wattying program shall be incidental to the cost of sodding.
The Contractor shall perform additional watering to maintain sod in a healthy condition. 'rho
cost ofadditional watering shall be incidental to the cast ofsodding. Any sodding (bat does
n(>t survive will bi� replace by tiae Contractor at his own expense."
SECTION 351- AGGREGATE BASE COURSE
cc6on 351 shall Apply with the fol Lowing modifications:
-The Contractor shall ftnish and place 4 ine-hes, or grwev depth where inn icated in these
docla ent ,cox` ag directed by [he Rng7ineer, of ermhed limestone conforming to Ar .cle
1004.01 and Arficle 351,0 (Type )3) with a gradation number of A.- 6 for use as the base
course for curb and getter, and as shown on the Drawings. Base course skull be placed on
thie prepared sub -grade, The aggregate base course'ander tub and gutter sball be pain for at
the contract ajait prioeper Sq. Yd, for "Aggregate ase nurse lie, B 4 inches". GrindMV
from Portland Cement concrete or bitu minous pavement removal operations may NOT
be used for aggregate base course."
SECTION 1 - EXPLORATION TRENCHES
I. Delete Section 213 in its entirety and replace it with the f0110wing:
213.01 De cription. The COMMIAONIhAll Mavalc WIoration trenr'lles i) e11edec' s necessary
to conflim the locations =&or si c$ of exisrIng utilities. Fxploration trenches slaalI be excavated
usi ng mcthods mini rrj zing passible damage to the U1 Rities, Following eom letion, trenclvs shall be
backfilled is a ordanc witl�. ecfLon 08 -md temporary paVm provideci as n re six and as
directed by the ineer. Fxplorarjon trenchc dugg by the Contmotor for his own purposes shall bte
incidentEd to construction and ajo separate payment shall be made.
213.02 UtffifiesEneauntere & 1 , during the oxplomtory excavation p3roo ss, utilitiesuncovered
value cause i nterrer nce with the Wolk, the Contmrtor shall stop all ail' of d work and immedi.atelY
notify the Engineer.
13.03 Trtnches Requested bY gngiuftr. no &gjneer Inay also request that the Contractor
excavate exploration trenches in the Proi cct area. ploy 00n trenOhes Teqiiested by the Engineer
and temporary pavement requite to jestoTe those trej)cljes jbaU be paid for in accordance vVah
eotion 010 10 of tile uppiemex I speelfieatio3ns!,
SE TI ON 560 - STORM (COMBINi=D) El:
a . Delete ,Axticie 5 50,01 and replace It with the foliov4ng;
`$50.01 Deseripti,ov. This work shall consist of 00nst5ldin 9 cO bincd, relief, w1d stem sc crs of
the requimd b-iside diameter with ne essauY finbigs and appurt n e%"
eleto A-aiolc 550.03 and replace it with the followix g:
"550.03 Pipe MaftYial Requkements. Pipn us.zd in sewer oonstnwfion shall be as follows and as
wdioa€ed on the dxau gs. Pipes shall be of uniform fnaWrial and studaral class betwec
strac res:
a) Relief sewers 4-inch and larger. Rein fom d concrete sewer pipe having a laying length
Qf not less than 7 feet. Special short lengft shall he provided for use in making ng eiosw s
and m=fing manholes. Pipe shad meet the req rerneats of STM 7 , latest revision,
"Reinforced Concycte Culvert, Stonn Drain and er Pip6", be of the strength
classification. desigbawd on the Contract Drawings, and otherwise meet this spwif ation.
Contractor shad design and submit details pemining to the pipe sim and pipe
cl ssiflcations wlich are not adp-quat ly detailpd in A,STM -76 to the Engineer for
73
approval. Pipe Ahall be circular with circular r'eiriforcement wa[I-type B or and Type Z
Cement plus fly ash. The pipe will be subjected to field inspection by the Engineer. All
tests shall be rttade in accordance ��Ih AST -7 . All pipes shad have hell and spigot
earls. Spigot ends shall be grooved to aocommodate a watertight rubber "O.Ring" typej oint
aAet meeting the provisions of ASTM -44 . The gasket sealing the joint sbail be Stacie
of natural rubber having a to ue to assure a watertight and pe manent seal and shall be the
product of a manufacturer having at least five yews experience in the irtanufactm of rubber
gaskets for pipe joints. The gasket shal l be a continuous ring, of suitable circular cross-
section and of suer size as to make the joint waterti gbt when the pip es are held. The rubber
gasket shall have a rsoriably smooth surface free from pitting, blisters, porosity and other
imperfections, meeting the requirements of A Ti -443, latest revision. Lifting holes steal I
not be pemitted on pipes Jess than 84-inch diameter.
(h) Combined atwers 4 to 15 inches in diameter and more than 5 feet deep; relief Hewers 4
to 15 inches in diameter and more than 5 feet deep; and sanitary se re cunne OM
pipi oilier than speeded inairagraph d following - Poly -vinyl chloride (PVC) pipe
conforming to AST D- 3 03 4 having joints conforming to AST -3 1 . Pipe sl l l be a - f.
solid wall product not thiafter than SDR 26 with minimum stiffness of 115 psi. Where �.
mfii mum separation requimnents between sewer pipe and water main are not met, the use
of Poly -vinyl chloride (P pipe conforming to A' 1WA -9 0 and rated for 150 psi
(D 1 S) having joints conforming to STi- 13 9 and A "M F-4'77 is regtiixed.
(Combined sewers 16 to 24 inches in diameter and wore than 5 Ica deepi and, relief
sewers 16 to 24 inches in dimneter and more than 5 feet deep alternate bid item -
Poly -vinyl chloride (PVC) pipe conforming to ASTM F-679 hawing joints confor ng to
AST D-3 21,2 and a solid wall not thinner than SDR26 with rnii mum st iffness of 115 psi
may be used in lieu of DR25 pipe at ontractot's option. 'Sere minimum separation
.reg4irermemts between sewer pipe anti water main are not met, the use of Poly -vinyl chloride
PVC pipe conforming to AWWA tw- 05 and rated for 165 psi (DR25) having ,points
conforming to ASTM-3139 and AST -477 is regc sired.
d) Catch basin and Met leads; relief sewers 4 to 24 inches in di meter and 5 feet or 1m
in depth or wha re indicated on drawings- saufta3ry sever service co' nnmdo t piping
crossing under other u#Ri es; and, combined sewers 4 to 24 inches ltn diameter where
dhated on drawings - Duct i le iron pipe omfor ing to ANSI 21.51 A - CI 5 1); of
a tninimurn (Wokness. Class 50 as designed per ANSI A2 1.5O AW WA - C1 5 0) except as
designated on the Contract Drawings; tat (seal) coated per ANSI A. 1.4(A WA - 104)}
and, witb pasit on joints per ANSI A21.11(AWWA, - C 111)."
3. Add the foUowing paWaphs to Article 550.04:
`,The vAdih and depth of trench excgvafion for all pipes s al l b t1 as shown on the Drawings.
Along the proposed pipe ali gnments indicated on the Dravdngs, Contractor sh l remave the
such - aterials only to such widths as will permit a trench to bo euavated, which vrill
afford sufficient roorn for efficient and proper construction. tion. Wbere sidewalks, driveways,
pavements, and wbfgutter are encountered, care shall be t ceti to protect such against
fracture or disturbance beyond these working Iftnits.
74
Prior to the placement of all pipe, bedding sbe1l be. plac;d on the tmnah bottom, ooxx muted and
shaped to receive the pipe. 1 edd ing shall consist of gravel or crushed Iinms#oneconforming to A-
1.l of Section 1004 for RCP and. DIP sewers, and ASTM D2321 Class 18 for PVC Sew=.
cot the fZlter fabric, Trcvira 1114 or equal, skull be provided to encase the pipe bedding and
WWO pipe cover in trenches tbrou h wet, soft, and/or granularnafl ve =13 and elsewhere as directed
by Engiaeor. The geotextile fabfic shall be p)aced as sbowrm on the Dra ings.
The trench shall be excavated to The alignment and depth required and may be advanced up to 50
feet ahead oftlie pipe laying operation during working perWs and up to 20 feet ahead ofplpc laying
operations dw ing non -work periods. Trenching operations shall be terminated at the end of each
days worle in locations which do not obstmot roadways, alleys or driveways. In genera), the length
of open trench shall not exceed 70 feet from the forward cut to the conap)etely backfil led trench nor
AW1 more than one street crossing be obst eted by the same tremch at any one time. Opo'n cut
e cavadons slxall be reduced to a maximum length of 30 feet for overnight protection.
1 .oadway mgora#ion activities, except installat€o;x of final HIMA surface course, shall be cauied out
such that no more than 1,000 lineal feet ofpez anent roadway is removed at any one time for each
open -cut pipe installation operation; no more than 1,000 feet ofpermane,nt roadway is removed per
active mAinline sewer or water moin �xstallation crew, and, such that the period that the permanent
i;ads ay mmoved at auy location does not o ceed thirty (0) Working trays, without the approval of
the F.i' ineer. In fo ease, however, shall the total length of permanent roadway removed exe d
2,500 lineal feet regardless of the auluber ofopmi-cut sewer or water main construction operations
(active mainline a crews) underway. Roadways small be re slated as soon as pos9ble atl er sewer and
water m4n installation,
Contractor shall conduot dewatering as necessary to matitain the watex table lo�i below the trench
bomm prior to said dori ng pipe laying, jointing axed backli 11 in . The dewateri operation, however
acoomplished, shall be carried out so that it does not destroy or wea lm tba stmngth of the soil under
or alongside the trench.
Contractor sbg divert all sanito Dow around the construction area by meals of flwnc-s or
temporary by-pass humping systems. Pumping shall be sufficient such that no backing up of
sanit y flaw vi ll occur. Contractor shal t be responsible for all damage resulting fmin ncgl i enee in
creating restxietxons to flow with the sewox system. Contractor shack not inner pt the £law from
individual sanitary services for more tbau four hours. Sanitary flows shall not be divetlec1 into catch
basins or relief sevktrs,
Open -cut tenches shall be supported as required to My protect life, existhig utilities, adjacent
structures, pavements, and the Worm. Trench support. is an integral part of the Cont=tofs mmns
and methods. The Contractor shall employ the services of registered (Illinois) Stru uW Enginmr,
registered (Illinois) professional r5n&eer, GeoteoWcal Engineer, and other profes jonals a
necessary to prepare designs of support systems. The 5upportsystems shall conform to Feder
laws, State laws and rnualripal ordinmees. The winimum protection shall eonfon'n to the
recommendations in 03. HA. Safety and Health Standards for Construction. A sand box or trench
shield may be used as permitted by O} S.KA-
7.
4.
For sewers located in unpaved areas, augeting construction shall be made where the sewer passes
within a distance of tree diameter times 8 or 8 f wt, wWchever is Bator, from trees. For sewers
located in paved areas,. atigeling construction ction sal be made where the sewer pAsses within a distwice
of tree diameter t rmes 5 or 8 feet, whichever is geater, frorn tr . 'ITIe auger shall be appro-s imatel
inn hes urger than the outside diameter of the pipe bell and extend not less thm 10 feet or as
shown on drawings, wbichever is greater, from the base of'the €rea in froth directions. The annular
space between pipe and eager wall shall be filled with gyanular material. Angering work shall be
considered jncidenW to the construction of sewers and no separate payment shall be made!'
Delete the first para aph of Article 550,05 and replace it w'itlr the f.011 wirtg:
«Sew°ers designated ou the Draw!W to be abandoned shalI be filled with CoutrolleA Low -Strength
Material (CLSW la tiers otherwise specified by the Engineer. CLSM shall meet the fallowing
requirements.,
{aMaterials, CLSMsh4l consist of a mixture ofportlmd cement, fly asbr fte aggegate, and
water proportioned to provide a backfili material that is. self -compacting and capable of
being excavated with hand tools if necessary 4 a later date. All materials shall meet the
following requirements:
Portland Cement,. Type Y Section 1001
Water Section 10
Fite Aggregate (Natural Sand) Section 1003.02
Fly Asks section 1010.02
) Proportior ng. Materials for CLSM shall be proportioned as follows:
ordand Cement 50 tbs.
Fly Ash 300 lbs, (if Type F) or 200 lbs. (if Type Q
Fine AggreVe (Saturated Surface Dry) 2900 lbs.
Water 45-65 gallons
Th= quandties will yield approximately one cubic yard of CLSM of the proper
consistency. The flowability shall be observed by the Engineer and the water content
adjusted within the specified limits to produce fleshed re uit ..The CLSM shall be ready -
mixed as specified in Section 1020.11 of the Standard Smifications. Sufficient mixing
capacity shall be provided to permit the CLSM to be placed without interruption. The ruier
drum shall be completely emptied ptior to the initial batch of CLSM to ensure that no
additional cement des are iricorporated into the mix.
c Placer ea The CLSM shall be discharged directly orn the tmQk into the space to be filled,
or by other methods approved her the Engineer."
76
S. Add the following papa aphs to Ar#icle 0.4 :
"Ls. ing of sewer pipe shall be accomplished W fine and gra& in the trench only after it has been
dewa red and the folandation and/or bedding bas been preparcd. Mud, sill, Bevel, and Other foreign
material shall be kept out of the pipe and off joint surfaces. All pipe laid shall be retained is
position so as to waintain aiignmcnt andj oint olosurc until sufficient backfill bas bmil completed to
adequately hold the pipc in place.
Pip a a] ignment sUl not d ,4ate by more than 0. 5 inrh or 0. 25 i nch prr foot of di ameter, whichever
is greater, fronj true vertical al,gtt cnt; or 2.0 inches or M Woh per fool of diameter, whicb ve'r is
greater, from true horizontal Mignmcnt, prior to and folluwing placement and compaction of
backfill. Sewers found to vmy from these aiig nwt miteda shall be excavated and relayed or
otilerv&e corrected as approved by the Engineer.
Contractor sball. check lino and gxade of each pile section installed with laser beam; wid, in the
evexit they do not meet speei find i units descrlbcd hereinaftr, the work shall. be immediately stopped,
the Engincer. notified, alit the cause remedied before proceeding with the Work
Installation of PVC servers shall conform to ASTM D 3 I. After installing any sewer on thc
bedding and the joint made, backfilling one foot above the crown of the pipe sbail be pla"d to
fom a granular en ement. The pipe sbali be laid so that it wilt be urn formly supported for the
entire length of'its pipe barrel fully bearing on die aggregate a dle. No blocking of any kind wUl be
p=mitted to adjust die pipe to ode,
I branch sewer connections shAl l mog the structural, jointing, and water -tightness requirements
for the mainlinje pipe to which tiley are made. Break-in-cionr=dons mill not be allowed.
Connectiow of pipe I -inches in diameter or smaller to RCP may be oracle using cyst- er gyred -in
flexible cou lln s meabig ASTM C-923, or precast wye or tee fits€r#. s as approved by Bngineer.
Connections of pipe larger thm IS 4ach diameter to RCP shiall be with pre -cast Wye or tee fittings as
approved by Engineer. Connections to PVC or DIP shall be made using factory -made Wye or tee
fittings. Topping saddle way T be wed for connintions to PVC ipe. Conaections may be
tees or wyes at Contractoes option, urdess shown otherwise on tine Drawings.
Plugs for }pipe bmrtches, subs, of tuber opon ends, which we not to be immcd imly connected, sha
be made of an approved material and shall be secured bi place with a job)t comparable to the main
line joust. Stoppers may be of an imcgra,lly cast breakout design.
"Non -Shear" coilp1higs as manufaMyed by 1'emco Dae. or approved equal shall be used for
cen#tections of new pipe to existing pipe, and where dissimilar pipe and joint materials are
enwuntered. No stainless steel sbear cgs WM ire alleged.
. Add the fol1cwing paragraphs to Article 0.07:
�' ovi, ing of the pipe to a deptb of one -foot over the top of the pipe shall be perfor cd by a
methods which a"u res that mate i a] s fi U and MPOrt the bauTkrh areas Of the pipe, encasi 118
the pipe to the limits as indiemed. The aggregate sbali be placed in layers not exceeding six
inches ( " in tbickness and carried up at the samcp levels on both sides of the pipe. Eacb
77
pipe. Each layer shall be thoroughly wnipatted and tamped under and around the pipe.
Cover and backf'il l shall be compacted in ae rdanee with Method 1 or Method 3, and s l
achieve a Standard Proctor Density of not lcsg than 95 peroant as tested in accordance with
Seetion 106, To facilitate compaction by Method 3, the Contractor shall provide a well
point/pump system, sip pits and pumps, or ocker proactive procedures approved by the
Engineer for extracting the water used for bae till compaction from the pipe bedding
material. 'X a spacing between e ,tmction points shall be sufficient to asswe adequate water
velocities for the jetting process and to asswe that the back -till and/or bedding will not
become over -saturated sueh that compact ion is lost. In any ease, j etting water exftaction
points shall be located not more than 400 feet apart.
Followinz completion of the back-fillingback-filling process, the final layer of backfill shall also be
inundated with, water in atcordance with Method 2. The Conxractor shall repair any
subsidence which occurs pricer to paving by adding additional backfill material and
compaef ng in accordarnee with Method 1.
Contraotor shall repair any subsidence greater than 1' 2 inches which occurs follovAng,
paving by removing paving, instal Ung additional baokfffl, compacting in. accordance with
Method 1, and re -in taking paving. Contractor shall repair any s b idenee Winches or less
which occurs follovdng base course paving by installing additional leveling binder
immediately prior to installation of the bhu iaous surface course. Contractor shall repair
any subsidence, which occurs following ingWlation of bituminous surface wirse by
in tallaEion of additional surface coum. The unsettled pavem nt gurrotinding e
subsidence area shall be milled to a dteptk of 11 a inches for at least the fall lane width each
gray of the subsidence ttartsverse to the direction of traffic and 0-feet e eb way of the
subsidence longitudinal to the direction of tmffle. Concrete pavement displaced more than
12 inch by subsidence shall be removed and/ veplaced tQ the nearest co action joints,
�xpansionjoints, curbs, or transit€ons to other pave ant ty s, as applicable. The cost of
correcting sabsidemee, including adds boat paving, shall be borne by the Contractor at no
addittonal cost toTheOwner, whethorthat subsidence iscaused b the Contractoes fai lure to r
adequately con4m t backfill or otherwhe perform the Work, or is inh rent in the �
construction m th6da utilized, including tunneling."
7. Add A elide 550.11 wMch shall read as follows:
"Contractor shalI be irspen ible for all on -site- and off -site testing for the Work performed
under this Section. Contractor shall retain the services of an independeat certified testing
laboratory to pe3rform all testing. Ali testing shall be in accordance with Section 106 ofthis
Specification and the Standard Specifica om. Copies of a H can -site and off -she test reports
shall be submitted to the Engineer, Cerdtied test reports will be acceptable for material
proposed to be incorporated into the brie; however, final acceptance wit! be based on the
material as it is aetually ineorperated into the Work. 'T'esfing shall including thefollowing:
a Pre-constru ouandPo t-cunst etionSub-surface Videntapin, Prlortocommencing
construction and following completion of construction, Contractor stall conduct a closed-
circuit intemal television hispection of exisdng mairy ine combined, storm and sanitary
and sMiWry so cis along the rolft-s of the proposed relief seW4 r, combincd sewer, and water
rrrain . ThopWcse oftho televising is to docummt the oixditioar of the existing sewers prior to
the stwl of the, construction and any change in cond itzoa, which occur,* u a re mlt of construction.
Followirks complotion of sewer and water ma in installation, inrlltration/exfiltration wstin& backfill
compaction te~sl:in , and deflection testing„ but before final restoration and plating sowers in
service, the lwont ctor shall conduct an intemal telcvisjo . inspection of all grew mainline S42wers
48 inch in diameter or. sipall r. JDspcction of new mainline sowers shall bo perf6m. ed in the
presence of the Engineer.
Tho closed circuit cariaera and olhcr televising equip ont used shall be sper-iflimlly
designed for sewer line inspection, The carrrera shall be cable drawn. The camera shall be
high -resolution color- and shall he equipped "#ith a lighted, pivoting tread to view branch
eanraoctions. For sewers 244aobos area lamer, the ea ora shall be mounted on an
appropriat ly sized skid so that t.ii oa cra is c tercd iii ilre severer. Camera pull speed
ibrou r t e mainline pipe shall not exceed 30 rect per Minute, the camera should be paused
at every connection, and the camera panned to view the full interior of the connectiom
ravel -type cameras shall not be used unjess the sower ean;101- bo televised using cable
drawn cquiPrnent, such as dead* rid sewer or sewers so Obstructed (bat pulling cabl ,s
cwmotbe installed, If, during the internal inspection, ft camera cannot pass through the
cOTO euFer Roll, a single seta -up, the =,,Vcr inte al inspection shall be compleEed using a
wvmo act -up from a4 adjae nt wailholp, if the sewer cannot be inspected over t1ro
remainder of its full kogtb using the revevw sct-up, Conlraclor sliall notify the )�gin er
in cdiat ly while tlic camera remains in the sewer,
ontractor shall recmd the int -meal inspection on DVD format. Fach D VD m a & shall be labeled.
'City of Evanston 2011 WaterMain Improvement and Street Rewfacing Project, PW-RSrt
x 1 0 '" and small be corrsexwutivoly numborctl. An index of each videotape shall be provided which
inoludes tape number, stroctfalle location (including names of.end-bloc4), beginning maWiole
3nximber, ending manhole number, lenigth of sower, diameter or sower, be r ning and ending tape
counwrnumbers. ont olor'shallutilimft Owmees manholo Hugh
Engineer) to identify the existing sever soctio3ls televiset inspcclion of now
sewers, the manhole numb(-Yiny, system shower on the Dra bags, preracc by "(1ty of Evanston ZO I I
Water l4',tain Improvement and Street Resurfacing Project, PW-RS-110 " or other project
designation, shall be utib cd. ` )w vp(care manhole inunft r, downmtcam manhole number and
footage from bcginning manhole shall be superimposed on the video image,
Contractor shall also propm e a whiten report for each section of$=or televised. Each report hall
be labeled" it-yofEvanston2011 Water Main Impr vment and Street ResurMcing Projcci
PW-RS-1 " and shall be coordinared with tiro DV . For each sewer section tcievisod, the
report shall include: date of inspoGtion, videotapo reforpmce number including counter readings,
"ct location (including natrzcs of end-blockz), boginning manhole number, ending rnauhWe
number, Imigth of sewer, diameter of sewer, and pipe matcrial, Tiro report shall note tho locations
(as a distance, from the beginning manhole) 1110 locations, orient tiom (0,000k position,} and
appropriate sire par anrete3rs of; sc rvice and other connecti ons, pipe defects, such as emks, offsets,
sags, deformations and break-in oonncctiotrs; water inffit-ration; mineral, grit, and grease build-ups;
root i€rt sium; and, over irregvladlies,
,7 .
b Hach CompaWon. During the install tiox, of Case 1 backfiL1 material, the ContxactoT
shall conduct density testing specified in Article 550.07 in accovdance with: Section 106.
The cmt of testing shall be ineld ntal to stom sewer, water main, relief senvet and o0mbined
sewer installation and no separate payment shall be made,
c jn1MtmdanWA1trsfi3n Test . Contractor shall =duct h iltration testing of each
manhole-to4ma,nhole section of relief sewer after tho pipe is installed and backfitled, but
before street paving operations commence. if Contractor elects to compact backfill b
jetting (Article 550.07 - Method ), then the l filtration test shall be perfonned during the
jetting operation. Where the depth of the ground water is less than 24 inches over the crown
of the pipe at the upstream section to be tested, are exfiltration test shall be used in place of
an infiltration test.
infiltration tests steal i be made by xeasuring the flow of ink" trating water over a calibrated
weir set up in the iftvert of tb� sewer. Personnel for reading flow raeuvring devi ces will be
furnished by the EnOneer, but all other labor, equipment, material and water, including
gauges and meters, will be fur shed by the Conmetor. !
xf ltration tests shall be made by bulk -heading the siection to be tested and oorapletely fling -the
stibject sewer. The bulkheads shall be waterti glyt and shall be adequately braced to withst d the head
of water pressure Mat wi li be applied in the testf g prooem As such, the Contractor shall employ she
services of a Registered (Illinois) S tnsc ral Engi mer for butkhead and bilkhead bracing desigm The
"filtration test shag be conducted by futing the wwerto a level four feet above the crown of the server
in the mole at the upper end of the section being tested. Tdie rate of flow vequired to keep this
required level mill be the exfil€ tlon. Tents shaht be conducted for at least tm hours.
o additional pipe shall be laid until the infi 1tratioiVexfi1txation test on aaoh martholc-ta-
aihoie section of pipe meets specified limits following:
ftfiltrafion: 100 gallons por day per inch of pipe diameter per mile of sewer.
infiltration: 100 gallons per day per inch of pipe diameter per mile of s0wer.
o visible leaks whieb endanger the pipe or surrounding bedding/ backfiH.
If the sTecified infi krat on/exfiltrdtion f its are exceeded, the Contractor shall televise or internally
inspect the sewer in the presence of the Engineer to identify the source s) of the leakage. Contractor
shall iwu=diately rake all repairs and/or replacements AecesmrY to achieve the �ifled
in ltrartio le�cf'iiEration l ro ts. After all rerairs are made, the Contactor shall agahmake are fiitltra ion
or exftitration test. All oasts of internal in pe tioll to legate leakage sources, other testing and Pipe
correction shall be bome by die Contractor at no additional cost to the wner.-
(d) Deflection Tesftg. For PVC pipes, a deflection test shall also be performed as desojiW in
the Standard Specifications for Water and Sewer Construction ii� Illinois, The maximum
permitted deflection shall be 5 percent. Those pipe sections failing deflection testing s t
be con=ted by re�excavating the pipe, allowing the pipe to reMm to its circular cicoss4
section (or replacing the' pipe if necessary), and replacing ire pipe cover and backfil 1.
Devices that generate internal presmires or vibrations shall not be used to correct pipes
o
railing the deflection test. The cost for defection testing and Pipe C01TCCfiQn 1lal1 be
incidental to the prices bid for Scwcy Items. No additimiai pa,yinmt will be made for
de ection testing or=rcaion of d rects located."
(e) InNrual ' Television Inspection: Following completion of open-C'Ut s wcr b1stallation,
ii,51 x tion/cxfiltration temin , backfill compaction tesfing, and do .action testing, but
before fiaxai surface it installed, the Contmoor shall conduct an int mal tolVision
inspe tioax of all inaiiflinv sewer installed. The television canim, used shall be hish
resolution Mor, shall be qui ped wide a revolving head capable of viowing up service
connections, and shall be equippd with a foota c coul'ttcy wbi ch accords mi the videotape.
For colevising gripes 4-inolics and smaller, axe carom Aall be stopped at each lateral
coxwection and the carjwra head rotated to give a full view of the interior of tba lateral.
DVD format shali be ninde of the hitcrrral i nspections and given to tlx 3vm42 r. The past of
televising the Relief Sewer, Cmibincd Sowcr, Stom) Semver, Unitaq Se or, 611211 be
considered iacid aW. No additional payments will bo made for this work.
SECTION 561 -VVATER MAIN
11 Add tho following to Article 5 61.O1,
"Wherc sbown on the Drawings, Lyle Stopping shall be perkIr ed. This work sba11 involve the
placement of a solf-wtained hydraulae unit whh4i an Pperaling water main for the purpo'�c of
installatioa of a valve and/or Qther col eotion with (be existing system Without int ption Of
sorviM"
2. Add t'lxc following to Arficlo 1.0:
aG Line Steps. Tlie line -stop unit shall be a self-contained hy&aulic (laud pump operated)
ram, The line -stopping device sball bo ofsuch a design that, w hfn hydraiific pressure is
applied, the bladder will e paad acid conform to the LDQf the dire and tubercolotion
inside the grain (i f and') will bc mo-veld n aside of dic sealing axca.
Tlxe line -stop shall b� of the 'Short StQp, variety, which wi l l re uiro minoving onl y the top
of the pipe during the operation. All fittings si3.Ol employ all l,l . thread, scraw-t lae
on a e ent. togcthcr with - ire seal for bubble-6 ght co pletim AR r• insoxfiono 'p1a ,
a screw -on. cap will be used and bolted clown, Tio system shall be cal» bie ofcon.ta,ining a
,.valer• pressure of 150 psi, The, line -Stopping system shall ire Hydra -Stop or approved
e tiaj. Line -stop sleeves shall be Style" vanston Sleeve Total Seal" Extra Wavy Duty
inanufactuted by Hydra-Hydra-S top or equal.
(b) Finings. All fxtlings furn ishcd sba11 be ductile iron con forming to AN WA Stand1rd for
Duotilc kon Compact Fittings C1 53, W psi gating. Fittixtgs shal l be me h xical joint and
shall be equipped iQr Mega-Lvg or equal joint rcstraining glands, Rcsuainjag glands
whim rely on the bearing otmew poinCS on the water main wall shall not be utilized. All
ritangs; shall be c 3 cm-morlar IhA 4iside and bituminous -coated oglsido} in accordance
with Sc . 5 1- m ANTSAT 1 1. i (AWW A C 104 and C 151
1
c} Valves. Cate valves and tapping valves with sleeve and cut val-ves 4-inc os and stnaller
its size shall be resilient wedge mechanical joint type, manufactured to meet or exceed the
requirements of AWWA C515, latest revision. gate values urger than 24-44es in size
h l l be of double disc type to me t AWWA C500 requirements and shall be in accordanee
with the Mowing pe ifieations;
i, 'halves shall be Waterous Series 2500 car approved eqM and shalt have the
mandacturer and year east on the body with raised letters.
ii. Valves skull have an uaobAructed waterway equal to or greater than the U1 nontinal
diameter of the valve. The sealing mechanism skull consist of a east iron gate
baving; a vulcanized synthetic robber coaflngTha resilient sealing niechanism shall
provide zero leakage at the design water pressq re of 150 psi whoa instal led with the
line flow in either direction. All valves are to be tested in strict accordance with
AWWA C515 or AWWA C500.
f
U aivas dull have non -rising steins made of cast, forged, or rolled broom shown in
AWWA C515, Two s#cm seals shag be provided and sbaU be of the 0-ring type.
iv, akves aball be equipped Mth cast iron operAng nuts and shall be secured to the
stem with stainless steel bolts. 'Salves stall nun cminterclack i e, or left (looking
downward at the operating nut) -to open.
x. The valve body, bonnet and cover shall be cag iron A 'i M A126, Class B. All
internal and external suffaces shall be coated with epoxy to a minimum thickness of
mils. Bennet bolts shall be stainless steel.
d `ire hydrant with auxiliary valve and valve box. Hydrants shall conform in all respects to
the American Water Works'Association Standard C502 latest revision and shall meet the
following specifications:
k. Hydrantssha4l be Waterous Pacer. The hydrant shall have a breakaway flange at the
groimd line and shall b for five and one-half 5- or six 6) feet of cover as
appropriate. Hydrant size s ►ll be 5-1 inch valve opening with a 6-inch me6anical
joint ir.l6t connection. Stem seWs shall be *'O-king' type, Hydmnts shall be
equipped witb drain outlets. Finish color alcove the ground line shall be red. Vote
red color shall extend at lust 6-inches below Lbe, intended gound line. Hyd=t steal l
be installed sn h that the breakaway flange is instal Led within two inches of the
f mished grade. The breakaway -flange must not be buried. Al l buried bolts shah be
WAIM steel.
ii. Hydrants Wished shall be for buried ins laEion with two 212 inch hose connections
sad one -inch pumper nozzle, National Swndard Threads, Operafing and outlet
node cap nuts shall be of pentagon shape in confo annre Mtb Section 12.9.8 of
AWWA WA Standard. Suitable noz ie caps, gaskets, and chains shall be provided.
Hi. AR auxlkaary valves used for hydrant installation sba11 be in eonfar an s with the
specificationsspwifications ofAWWA C515. Valve boxes used for auxiliary hydrant valves ,chalk
be-1/Anch draft dimneter with cover marked "WATER". All boxes shall be F-
2450 as in=u.f'actored by CLOW CORP, Ty)er 6850,664S or approved equal. The
auxiliary valve shall be iwtalled 2 #feet rrom the fire hydrant or as 8pecified by the
Engineer.
iv. Whcre crdsting fire hydrmwi are toing replaced, the replacement shall includc.
removal of all existing hydrant components, including: the existing connwion to the
water main, the water main to the hyd xt, hydrant valve, valve box and hydrant.
Care sbafl be exercised in the =Qval of the existing hydrant aad valve such that
they are not damagod. The existing valve and hydrant shall b stored by the
Contractor to tht; end of tht Project or othcr time during the Projeca fti aterl by
the Owner, at which floe it shall he delivered to the Owner.
Replaccinent s l include all new components, including: too f t g equipped v4th
Mega -Lug or equal joint rcmainhig glands at the water main,6-inch hyd nt votes
supply main, hydrant valve, valve box and hydrant. These replammant components
shall conform to all applicable spwfflc ions presented in gwdo x 5 61. In order to
achieve tfie regWred hydrant heieJit lion the growid surface slio n on the drawhigs
for re lace. ent hydrants, a Gradelok, or equal, adj ustabl e pipe offset sbakl be used,
if neecssary.
Y. All new fire hydi=ts installed mid -block shall be intalked on the property jive
betw= mo adiaoent propert cs. New fire hydrants sbaU be covered with a burlap
bag until they are placed in service. Existing fire hydrants wWiah are taken out of
service with the existing water main shall be covered with a burlap bag until they are
Ductile Iron Pipe Water Main. All ductile iron pipe Aakl be thick s cuss 52 in
accordance with AW WA Stmdard Speei ficadons for Dual to Iron, Pipe, eentd fugal ky cast in
MetMeW Molds for water or other Liqui& M AWWA -C 151 latest revision, The wholc oftlie
above Specifications shalI apply. 'rhe pipe shall be f lsbed with pwh-onjoints. ilk pipe
shall bo cement -mortar lined inside and bites knows -coated ootslde, in amordance Nvith Sec.
1- - ANSI A21.51 (AWWA C 104 and C 1 l ). 1 ductile iron pile must be cl=1Y)narLad
by The manufacturer to indicate pipe akassk cation or pipe thickness, Unmarked pipe will
not be accepted.
Tapping Sleeves and Valves. Four water main emftsions and water serviccs greater than 2--
incli, tapping sleDves are required which shall beCST-EX "Total Scab'° Extra Heavy Duty all
stainless steel iopping sleeve with, drop -in stainless steel bolts anal nuts as manufactured by
Cascade Waterworks Mam6cturing or equal. "Tapping valves almll be as speoilicd under
Article 561.02 Subparagraph o.) and sbal k bo secured us! ng nles-s steel T-bolts and outs.
Tapping slimes shall be located a m inimum of two Feet clear dista oa ftom wiy ex1stin
joint or fitting.
OB
Shop drawfia ,s for water systern components shall 6� auVrnitted for approval as soon as possible, bu t
not less than thirty (30) Working Days prior to the time whoh the components are intended to be
inst lW."
3. Add the Ulowing additional sentences to Subparagraph a of Article 561.03:
17b trench shrill have a flat bottorn conforming to the grade to which the pipe is to be laid, and
provided with a mir6rmrm of 5-feet, -inches of cover. The widtb of trench excavation for al l pipes
sNdl be as shown on the Drawings. Along the p potmd pipe al igments indicated on the Drawinp,
Contractor stall remove -the surface materials curtly to such widths as will permit a trench to be
excavated, which vAll afford sufficient room for efficient and proper construction. here
sidewalks, driveways, pavements, and curblguftr are encountered, care shall be taken to protect
sach against fracture ar disturbanee beyond these working limits.
Prior to the placement of all pipe, bedding shall be placed on the trench bottom, compacted and
shaped to receive the pipe. The pipo shalt be placed In bedding couformhigr to Section 1003 and as
shown in the f ra►wln gs. Any part of the trench excavated below the gade shM1 be co eted with �
approved ,Material, firmly compacted:. Where the Contmotor rust excavate below the plan grade
indicated 'because of unforeseen conditions, sill additional excavation and baoUlling will be
considered incidental to the Contract. In some instanoes, trees, shrubs, utilities, sidewalks and ether
obstractiow; may be encountered. the prex in ty of which may be a hi adtaftee to open -out excavation
for installation of water mains and appurtenances. In sueh oases, the Contractor shall excavate by
means of anger in archer- to protect such ob truc6ons against damage. Augering work shall be
performed in accordance with the clearances and procedures specified in Article 5 0.0 .°1
'The tmn 'h shall be excavated to the align pent and depth required and may be advanced up to 50
feet ahead ofthe pipe laying operation during working periods and up to 10 feet ahead ofpipe laying
operations during non -work periods. Trenching operadQns slosh! be terminated at the end of each
clay's work in locations that do not obstruct roadways, alleys or driveways. in gene, the length of
op an trench shall not exceed 70 feet f om tha formd cut to the completely bat 'ill trenob nor
shall More than one street crossing be ohstr eted by the saute ttench at € ny one time. Open out
excavations shall be reduced to a maxzmum length of 30 feet for ave igbt protection.
Opent-cut trertcbes shall be suppoyted as required to fully proteat life, testing utilities, adjacent
stt ctures, pavoinents, and the Work. Treneh support is an integral part oftheContractor's ,,leans
and mcthads. The Contractor shall employ the services ofa registered (Illinois) Structuml Engineer,
registered (Illinois) Professional Engineer, Geotechnical lWngin r, and other~ professionals as
necessary to prepare designs of support systems. The support systems shall conform to Federal
laws, State laws and municipal ordinances. The minirmim protection shall confo= to the
reco meadations. in 0.S. R.A. Safety and Health Standards for Construction. A sand boat or trench
shield may be used as permitted by O.S.H. A.
4. Add the following subpavagmphs to Article 5 1.03:
(e,) Notification. Wherever construction antivities will disrupt water mains anchor Wdividual
vmter services, the Contmetor shall develop a work plan for l igniting the extent and duration
of the disruption, This wank plan sharp be ubrti tied to the City of va mton Water & Seutr
�M
Wat r & Sewer Department for review and ap xovai not less thmi two weeks before the
planned disruption, No disruption wil l be permitted7onti i said work plan bas been reviewed
and approved.
hi addition, it is the rezponsibility of the Contractor to directly notify the City of Evanston
Water & Sewer parent, affected customers, and, if fire hydrants arc, al'f ctecl, the City
of Evanston hire Department not less than 4E-hours in advance of the start of The disruption,
advising them of the plumed time and duration of 11w disruption. Each disruption to the
mainline system; an individual smicer or, group of services, when they am behxg tk fence
to a new water main i n a si ngl , staged conamotion opmtior4 shall be considered a separate
owurrence, for whi h rkAfication steal l be provided, -The Contraotor steal l also dimotly
notify the City of Evanston Water & Sewer Division not Tess than 48-horn in advance of
ma inli no pressure -testing and disinfe ion o rations. In oases wl rc consmiction activities
wall require operation of water main valves, the City of Evanston Water & Scwer
Department will be respQnsible for the operation of the valves,
(d)Installation. All pipe laying and the maWing of all joints shall be done strictly ina=rdance
witlx manufacturees directions and in accoWmioe with A W A. C600 "Xnsta IMion of Ductile
Iron Water Mains and Their , ppWena;xces". Mechanical j text fittings shall be spaced a
rahiimum of 2 feet apart. The Contmaor shall be responsible for atchieviag tlxe
water-figbtr=s specified. The method of band ling and of placing pipe in the trench shall not
damage the pipe. Pipe interiors sW1 be kept clean and the exposed ends of the pipe in the
tr ch shall be closed by suitable watertight bWlcheads at all titres wbon pipe-layFi ng is not
actually in progress. Abrupt changes in pipe a] ipment shall he a"o plisbed by use o
appropriate flltings as show% onthe Drawings. wherever long hod zonial or vertical curves
are shown on tlxe drawings, the pipe may be laid to such comes by ui forndy d heating the
pipe joints along the are of the curve to fo x a smooth radius. Wipe deflection shall not
exceed one-half the maximum allowable joint defloction recommen d by the pipe
manufacturer.
All required valve box wentiores shall be made so that the top se Lion is a xn.i 4nllrn 2 feet
hi length, Blockiag at bonds, tees, caps, hydrants and valves sbail be of poured Class 81
concrete, a minimum of 1 " Uclk, placed betwo x solid ground and the fitting, and shall be
aachored in swb a manner that pipe and fitting joints will be accessible for repairs.
New and relocated fire hydrants shad be placed a minimum of three feet from tba back o
the curb unless otherwise dirceted b the Engineer. All fire hydrants on now Mains shall be
covered with burlap bags until such time that the Owner notifies the Contractor that the
burlap bags shall be removed."
55
1. Add Art!cle 561.0 , which shall react aa follows:
ydmtafic Tests. Hydrostatic tests will be performed according to Section 13 of the American
Water Works Association Speci cation , Designation; AWWA C600. 'M8 water main will be
subjected to the hydrostatic prmure and ]Qakage tests specified in the Spe.621 Novisioos, 'dater for
making the hydrostaft and leakage tests shalI be fished bythe Contractor atMs/her own expense
and shall be of satisfac ory bacteriological quality for ddnking purposes.
'*Only one cor e tion of the new pipeline, as approved by the Owner, shall be made to the present
system prior to pressure -testing the new pipeline. Canuactor shall provide all temporary
Mltheadsfplugs regWred for testing. Contractor shall test the pipeline in sections as approved by
Engineer. The test shall be oracle by closing valves and filling the lines slowly u►ith water. Care
shall be used to see that all air is released during the filling of the pipeline. AfterIhe line or section
1-hertof, has been completely Med, it shall be allowed to stand under a slight pressure fbr sufficient
time to 4ow the escape of air ftom any air pockets. Daring this period the hydrants, valves, and
other connections shall be examined for leaks. 1f any are found, ;hey shall be stopped prior to the
presaure test.
PRESSURE ! LEAK TEST
OrAy one connectiou to the new water main., as approved by the Engi neer and the City of Evanston
Water and Sewer Division, shall be made to the present gystew prior to pressure testing the new
water mitt. The contractor shall provide all temporary bullheads 1 plugs required for testing.
The Q>nn=tor shali test the Water main in s etions as approved by the Engineer and the City of
Evanston dater and Sever Division. The test dial l be ruade by closing valves and filling the lines
slowly with water, care shall be used to see that all air is released during the filling of the 'water
main. After -the line or section has been completely filled, it shall be allowed to stand under slight
pressure for sufficient time to al low tl_e escape of air from any air pockets. During this period, the
hydranm valves and other connections shall be examined for 1eaks. If any are found, they shall he
repaired prier to the st€ i of the presses I leak test.
The test shall consist ofhold in , a pressure on the water main of 150 pounds per square inch (psi) for
a period of at least two () hogs. The pressure dud xig the two hour test ears, not vWY by more than
psi for the duration of the test.
Leakage a shall be defined as the quantity of 'water than must be supplied irrito the newly laid pipe or
any valved section thereof to mMnmin pressure within 5 psi of the specifted test pressure after the
water main has been filled with water and the air has been "pet led. This leakage wiIt be calculated
after the -hour test has been completed. `i"'he water necessary to bring the pressure up to 150 psi
from a measured con finer shall be the amount ofleakage. Leakage will equal the amount of water
used from the container.
o pipe instal Mon will be acoepted if the leakage is greater than that determined by the following
formula:
lam - S x D x S 1.T )1133, 00 In inch-powkd units:
Mer
Where:
L = allowable leakage, in gallons pw hour
length of pipe tested, in feel
D nominal diameter of t,hc pipe, in hkci s
mm average test preswre during the leakage text; in psi (gauge)
Where it is not praetical to pressure test the na[ cormectionz to an cxj5fing water main, a
visual inspwfion, shall ire carried out under normal working pre tyre before backf'llljng the
trench. Any noticeable leakage shall be stopped and my defective pipe shall he planed
with new Lions.
. Add Arfiele 5 1.07, which sbaGlI read follows:
Disinfmfion of Water Main. Upon completion of the newly laid water main, the water main
shall be diswftwd according to the American- Water Works Association, Procedure
Designation: AWWA C651.
Di i oct' n of Water M'qj t
Tile bade di infactionE promdure consists of
1) Prevenfing confarninated materials #'roux entering the garter mabi during storage,
consuuction or repair.
2 Removing, by fl ushing at vela lty of 25 Moe those materials that may have enter
the water rain.
3) Chlorinating any residual cantaax nafton that may remain, and flushing the 61crinated
water from the rain.
4) Protecti ng the existing di trxbu i on. system ftm b6ckffow duo to hydrostatic p=sure
tit and disi f'ecdon procedures.
) Detenn ini ng the bacted ologi cal quaUty by laboratory Xst after diMnfeetion.
Final com=tjon of the approved new water main to the active distribiaion system.
The Coxitractor shall provide all corporation cocks immsmy for d isi *etion oft new wMr main.
'Mere corporation cocks sball be plaocd as necesM to facilitate tes6ag and disinfection of the new
water main, in ludWg ghlo one application points and sample coliecfin points. 'These corporation
cocks sball be located in valve vaults only, unless otherwise is approved by the Engine=
The new pipe s al i be thoirougWy flushed clean, at a velocity of 2.5 fUsee and pressure tested before
disinfection is attempted. ,ll di5Mbefing work shalI be done by the ontractor'Mtb the approval of
the Engineer. Reavy particulates generally contain bacteria and prevent even very high chlorine
7
oblorine concentrations from contacting and killing such or anisrus. it is therefore esserktial that the
water main be thoroughly flushed before the final disinfeetion by thlorination is performed.
The method to be used for disint# cting the water main is referred to as the Continuous -Feed
Method using Chlariue QS. At a point not more than 10 feet dwstream from the beginxniftg of
the newwater main, water entering the new maim sbal l receive a dose of eblorine fed at a constant
rate such that the waterwill harve not less tJ= 50 milligrams per liter mgA) free chloine at the
discharge ead, The chlorine solution must be distributed uniformly throughout the length of the
water main being disinfected.
After the contact period of not less thaa 24 hours, the water main shall be flushed Und.1 cltlodne
concentration of the water leaving the new water main is no higher than that generally prevail ing i a
the distribution system {under one milligram per liter nkg1l).
If there is any possibility that the chlorinated water will cause damage to the environment, then a
rneutralizing chemical shall be applied to the water to be wasted to neutralize thoroughly the chlorine
residual remaining in the water. Tlds neotrali2ing chemical must be approved for tbat purpose.
After final flushing, and before the new water main is co wed to the l 's grater distribution
system, two consecutive sets of acceptable samples no bacteria growth), taken at least 24 hours
apart, shall be collected from the new water main. The sceond clays' sample w�l be collected using
only the water main pressure, uo water main valves wi l l be open for this sample and no .fl ushing will
be penrdued. At least one set of samples shall be collected from every 1,200 feet oft the now water
mart, plus orke set from the end of the line, and at least one set from each lunch or as rewired by
the Owner.
Sampling for bacteriological analysis shall be collected in sterile bottles treated with sodiuva
thiostilfate m requh-ed by Smadard Methods for the Exmtnafion of Water and Wastewater. No
boss or fire hydrat shall be used to collect samples. Corporation cocks may be instAed in the
water r r itb€ a copper tube gooseneck assembly to obtain samples. After samples have been
collected, the gooseneck assemblies must bo removed.
The City of Evanston will take the samples od perform the lab testing. I -or acceptance, two
consecutive sets of sa pless taken at 24 hour intervals, shall indicate bacteriologically sa lsfactory
water.
If the initial disinfection fails to produce satisfactory baoterlol o ieal results, the new water anain may
be rf1whed and steal l be resampled. For cacti time the City must: rasamplt, the Contractor shaR
be assessed fees to coact City costs as outfined below. If these samples also tail to produce
apt ble results, the water mairk shall be rechlorinuied by the continuous laced method until
satisfactory results are obtained.
Failure to follow this proced ure d uring pressure and chlorination testing may result i u un coeptable
results and may require the Contractor to incur additional casts In re testing mid cause project
completion delayer
R,
°`'lire interior of all mainline pipe, service pipe, firthigs, valves, orporation stops, curb stops, and
other' water Main or water service components wbicb are likely to coma in contact Mtia potable
water hnmediawly after their installalion or before ehlori is -gas disinfection can be accomplished,
shall be swabbed, soaked, or sprayed with a 2 pe 6t hypocb1mite solution before that' are insmil .
The Contractor sbali provide A corporation cooks necessary for disinfecting the new pipeline.
These corporation cooks sbail be placed as nacesswy to facilitate testing and disinfection of the new
water main, including ebloririe application points and sx-nple ool lecting points. Ti besc co-rporation
codes shall be located in voly va-ults. The new pipeMe zhall be flushed elm before disinfection i
attempted. . All disi Owing work shall be don_ icy t1ie ontraotor under the direetion and Aith the
wope Lion of the
Contractors wiU be charged for each of the following additional tests when nemsary because
of Contractoes fa ure to pass the initial test:
Each Additional ProNsxn Test $167.00
Each Additional Cblarinafion $167.00
lwach Additional Flushing and Sample CeRmflon $167,00
l,ach Additiona) Sample Analysis abor tory fee) $25.00
7. Add Article 561.0, wbich shall read as follows:
'156L #S Sequence of Work Contractor shall submit a work plan indicating the sequence ofwater
main i nstallata on not less fan ten (10) Working bays prior to the planned stair of work, This work
plan sbaU include information as to where and how the flwhing, p ssm c testing, and dis.M cdon of
the new pipeline wil l be carried out in such rummer that will came the least amount of water service
interruption to the water customers. The work plan must be approved by the Owaor prior to
instailaflon of any waxer mains and shall confonn to the following ge wr l s qu aces of installation.
Iisted below.
AR water motet consta etion for all stress and sections sha11 conform to the Mowing
two general requirements as well as the detae€i sequencing for each street).
Water Servim
Residents affocwd by the iwahtion of new water services mast be notified 24
hours in advance and 15 mutes prior to the sbatef: The Contactor must flush
the nvx water service and make every efart. to assure debris -does not enter dw
e is ng portion of the water mvice as the new installation farces place. AU water
serum shall be perpendiear to the new water main to the new' round way
and B Box.
815
.ASH ,AND AVENUE. FROM MAIN STnEKI'TO LU STREET:
The proposed 12" water main shall be installed on Ashland Avenge om Main Street to Lee Street,
The {contractor shall remove, the existing f 2" to " redn= just nott% of the existing 1 " valve on
northeast corner of Ashland Avenac and Main Street and wnnect the proposed 12" water main withixa a
4-hour slut -down, Provide a I" corporation step with 1" copper pipe: extension adjacent to the existing
12" valve for tosting..Also, provide traffic. protection fOr this assembly and provide tempos y a phalt at
the crossings.
The 12" water main will contizrue north. At Sta. 2+1 , the Contractor -will imWall a- I2" x 4" fare anti 4�'
valve in valve box for the Washington Elonent6ry School water service. Also, provide traffic protection
for this assmbly. A.tar the 1 "' wafer »train passed the iesti)zg, provide a 1 'ecrrpoa catfrrn step �r111a 1 >'
copper pipe Wdn3ion adid,�e st to the 4 " valve fb,- tesfinga 'on nate the 4" ater'mmin to west side of
Ashland Avenue, then install a 4" valve in valve box fo- with the c#xtsting 4" water
sw,vice. Also, provide a Ina-ahanical eap iviga weep hole 'famporarily fo,- resthag.pr=ur,� tesi and
eftlar-inate 4 " lime &eparraiely, 710 be drone prior 10fi al Oncidentral).
The 12" water main will continue north.
At Sta. 4+00 Asl'i nd), the to n racior will instal) a 12" x " toe for a new fire hydrant on the west side
of tyre street. 71'he.12" water main will eontinue north.
The Match line at Sta. 7+00 Ashland), Contractor shall refer to Lft Streit Water Main flans for
continuation of work, Note the Station Equation Stu. 7+ (Ashland) = Sta. 20+ 7 We adapt the
Lee Stwxt Stationing from this point on. The 12" water main will continue north.
At Sta. 20+73.5(Lee) @ 10.50 LT, install a 12" x S" tee =d also install " value in valve vault just
east of this tee. Provide a I" corporation stop with 1" copper pipe cxtonsion adjacent to the " valve for
testing. Also, provide traffic protection for this assembly and provide temporary asphalt.
The 12" water rain will continne north, At Sta. 20+73. 0 (Lee) @ 23" 1.T, the Contractor will install an
12" x 6" tee for a n v fire hydrant on the northeast carrier of the Ashland Avenue and Lee Street,
At Sta. 20+73. 0 (Lee) @ 2 ' LT, the Contractor will install a 12" valve in valve vault then reduce to "
f'or inte=nnecUon with the existing 6" water main on Ashland Avenue, Provide a 1" eor'poration stop
with 1" copper pipe extension adacen-t to the 12" valve for testing. Also, pwv€de traffic protection for
this assembly and provide temporary asphalt,
At this tune, the new water twain& may bo flushed, pressure tested and chlorinated, ,After the acoeptance
of the di infection testing, the water services may be napped. "I'he final Connections to the existing water
main a iadicat on the plans may then be' rx de within 4-hour shut -down after all the water services
were transferred to the ilew water main. All non -pressure connections to existing water mains will not be
paid for separately but oonsidered incidental to alter water main work items.
90
X:t���i��e�a��Y����'�tC?,kti�"�+hlata€14i�tD��tklaac#sarq�a�cav;wo�C.�ac ,7t.����
The proposed 12" water main shoi4ld be instailed on Dodge Avenue ors Lake Sheet to
Dei pstcx Street. This project should commence are Dodge Avenue aid Lake Sheet irrt rscction
and broken down to two sections; ftom Lake Street 0 Greenwood Street and from. Greenwood
Street to Dmpster Street,
Section I; Dodee Avonue f in Lake Street to Greenwood . trtet
At Sta. 11+3 , the Contractor will remove the existing 12" to 6" redue • j t south of tine
existhi 12" valve at. the southwest earner of Dodge Avenue and X.. ke Street and connect the
propos'ed IT' water rain,
110 12" 'kater main ,O)l cosh ue� south.
t Sta. 7+35, the Contractor will install a 12" x C" tee for a new lire hydrajat, Tire 12,11 water
rain will continue south,
t Sta. ,0+7 , the Contmolor will install a 12" x " tee, continue the " water main to east side of
Dodge Avcnuc, install " x 6" t for the new fire hydrant and a " in-hae valve then later after
all services were transferred to neiv i in, redone to " for inwrmnncotion with the existing (5„
Wamr main do Grecinvood Stt'eet.
At SM. 6+3T50 ';a 1 ' LT, the Conti -actor will install a 12" x 3" tee, continue the " water :rain
to west side of Dodge Ave ue.
At Sta. 6+37. 0 r@ X50' LT , install " x 6°' ten for the 1900 Gremwood Street water service
and alto install a 6„ valve in valvo box jum south of this tee. Tlje Contractor .sha.11 install a
to por y € oshing hydrant for testing.
At Sta. 65+37.60 a@ 67'1,T, install an 8" in -line valve hi valve vault for interconnection with the
existing 8" 9ter wain on Ormawood Street. Provide a 211 corporation stop wi0i 2" copper pipe
exwnsion adjacent to the " valve for testing (Incidental). Also, provide tempoxwy asphalt and
necessary trade protection in this area.
t Sta. 6+33, the Contractor will install a 12" its -line valve, pro;side a l" corp ration t:op with l "
copper pipe ext asiorr adjacent to the 12" valve for testing, Also, provide to porary asphalt aird
traffie, pro W- ion for this assembly.
At this time, the MY water ain$ may be flushed, pressure tested and chlorinated. After the
acceptance of the di infecifun test T, the water services may be tapped. The final connections. to
the existing water main as indicated on the plans may then he made within -hour shutdown
after all the water services wee ft!ansfc d to the now water main. All no -pressure connections
to,exisling water mains will not be paid for separately but considered incidental to other water
rain Work items.
Section 2t Dodge Avenue from Greonwood Street to Derooster Street
'rhe 12" water main wili Continue south to Dempster Street.
t Sta. 5•4-60 and 5+23, the Contractor will install a 2 - 451 bonds to redirect the 12" -water main
fiom the west side to the east side ofDodge Avenue,
At Sta, 4+ 5, the C oMractor will install a 12" x " tee for a rLew Ere fiy&arxt. The IT' water
main will continue south.
t Sta. 2+58, the Contractor gi 11 install a 1 " X 4" tee for the 1919 Dempster Street water service
and instal( a 4" valve in valve box just west of this tee. After the 12" water main passed tie
testing" provide a I " eorporation stop with 1 " copper pipe e r rrsfon adjacent to the 4" valmfor
lesting. Con1blue the 4" nester" main to west si:do of Dodge ,fiver ve, then install a 4 "' valve in
valve box for interconrrgoaan with the existing " ,rater service, Xtso, provide a mochallical cap
with we, ep holy Ierrrpomil xl fog- te3iting Press are test and ehWin we 4" line ,separatel , To be ,
done prior tr) fin al corrncetiarrs (in eide?)tal)_
At Sta. 1+50, the Contractor will install a 12" X 6" toe fbr a new fire hydrant. The IV water
main will continue south.
At Sta. 0+83, the Contractor will install a 121, x 0' tee and a 6" in -line valve for interconnection
with the existing 6" water rnain on Dempster Street. Provide a l" wrPoration stop witb V
copper pipe ext6sion adjacent to the " valve for testing. The Contractor shall install a
temporary flushing hydrant for testing. Also, provide temporary osphah and provide tr'ffic
protection for this assiembly.
t Sta. 0-1-7 , the Contractor will install a 12" in -line valve., Provide a 1" corporation stop with 1"
upper pipe extension adjacent to the 12" valve for testing, Also, provide temporary asphalt and
tra p proteatiork for this assembly,
At this turret the new water mains may be flushed, pre8sure tested and chlorinated, After the
ameptance of the disinfection testing, the water services may be tapped. The final c,c nn"tiolis to
the existing water main as indicated on the plans may.. then be made~ witbi.n 4-hour shut -down
after all the water services were transferred to the tiew inter main. All non -pressure connections
to existing water mains will not he paid for separately but considered incidental to other water
m,�In work items.
The Contractor should coordinate with the City for the Dodge Avenue and Dempster Street
interemnections. An " x lomtory trench" should lave been performed on the exisOng 6" water
~~tour for the existing Yoe removal and replacement to _%tmigbt pipe.All materials neees to r t
perfarna this task sfroutd be oix the field at least 1 day prior to woek on dli's task.
q
X: Engigws)FY 2011 PROJECTSMaler 8irxl dsNu ae otvrei&dog 2,21,2011
GREY AVVINUE. FROM CIBUR.CHSTREET TO EMERSONSTREW]:.
The proposed " waxor amain skull be installed on Grey Avenue from ClIurch Street tc0 Emerson Street.
This projcct should commmice on Grey Av nue amd Church Street intemeelion anal bro en down to two
sections; from Church Strut to Sta. 8+97 aid frog Sta. 8+97 to Emerson Street.
ccfi : r A venue from hureh Street to Sta. 84-97 (01811 GreyAve.)
The Cont=tor within 441war sbut-loom shall pezfo n► 4 task; 1) remove the existing 8" X C" tee south
of the existing " valve oa northcast coiner Qf Grey Avenue and Church Street and xeplaoc with straight
pipe, 2) m cbanicaily p the existing " water main, 3) install new 8" x 8" tee per plan and 4) install an
8" in -litre valve in valve vault just nortli of this new tee. Provide a l" rorporation stop with l" tZpPer
pipe extension adjacent to the existing 8" -valve for testing. Also, provide traffic protection for this
assembly and pa-ovide temporary asphalt*
The 5" water main will con(inue jioAh, At Sta. +12, the Contractor will install -an 8" x. 6" toe for a new
fife hydrant. on the east side of the strut.
The 8" water main will confinue ao th.
At Sta. 8+92, install an 8" x " tee for a new fire hydrwit on the east side of the tX'eet betw"11 t1w
properties #1807 And 01811 Grey Avenue.
At Sta, 8-i-97J WalI an " in4iw� valve in valve vault. Provide a 1"corporation stop with F" c4pper pipe
cxtension on both sides of the 8" valve for busting. Also, provide tmfFic protection for this assembly.
At this time, the new water mains may be ftushod, prcuure tested and chlorinated. A►f -or the accx,,ptance
of the disinfeaion €egin , the water services may be tapped.
c e - rev ,venne from Sta. 8+97 f#1811 rev Ave. �0Emerson fteet
The 8" water main will continue north to Emer on Strut.
At Sm 12+38, install an 8" x " tee for a new fire lid t on the southeast ncrner of Grey AvenUe and
Ally.
At Sta. 13+85, install an 8" K 0" tee for a new lyre bydrant on the southeast comer of Grey Avenue and
Emerson Suet.
At Sta. 14+15, the Cwraotor will install a 8" in -line valve then reduce to '' for intcroonn.e Lion with the
xittin " water male on Eme n StrceL Provide a 2" corporation stop with 2" copper pipe extension
adjamt to the 8" valve for testing. Also, and provide temporary asphalt and provide tra o prote tion
for taxis aswmbl .
At.tbh5 timer the new water retains may be flmhed, pre sage tested and ,%Iorinated. After the aomtwice
Of the disinf ction testing, the water sci vi es may he tappe , The final oormedions to th6 existing water
main as indicated on the platys may Vacir be made witUn 4-hour 91-aa own after all the water services
were transfined to the new water main, All non -pressure connwiom to existing water mains will not be
paid for separately but considezed incidental to ether water main work items,
X-.AE inaers1FY 2011 P OJEC Hater E Many sequeroR of vrork dw 2-21.2011
HOVLAND COURT, FROM CHURCU STRUT T TO RMR� S T t T.
The proposed V water main shall be installed on Hovland Court from hurc Street to Emerson Street.
This project should commence on Hovla d Court aad Church Street interseeti n and broken down to
two sections; from Church StrwA to Sta. 8+ 5 and fiora Sta. 8+95 to Emerson Street.
satin 1: RoAmid Court front Church Street to Sta. 8+95 t#181 i Hovland +fit.?
The Contractor within 4-hour shut -down skull perfc nn 4 task; 1) remove the existing " X 6" tee south
of the existing 6" valve on northmt cor r of Hovland Court and Church Streef and replace with
straight pipe, ) nicohanically cap the existing 6" water mitt, 3) install new " x }' tee per plan and 4)
install an 8"in-fine valve in valve: vault just .north of this new tee. Provide a X" corporation stop with 1 },
copper pipe extension adjacent to the existing 811 valve for testing. Mao, provide traffic protection for
this asscrnlriy and provide ter£tporaiy asphalt. ', ke Contractor about d save the existing curb during
construction. All damaged eurh will he ofe responsibility of the Contractor.
The " water retain will continue north. At Sta. 4+90, the Contractor will install an 8" x 6" tee for a now
fire hydrant on the east side of the st:r t,
The 8" wati r maim will Continue north.
At Sta. +90, iris#ail are 8" x 6"' tee for a new fire hydrant on the east side of the street bdweea the
properties #1809 and # 1811 Hovland Court.
t Sta. 8+95, install at) 8"' in -dine valve in valve vault. Provide a l" corporation stop with i" copper pipe
extension on both sines of the " valve for testlrc&; Alsa, provide traffic protection for this assembly.
At this time, the; new water mains may be flushed, pressure tested and chlorinated. A tterr the acceptance
Of'the disinfection ttstitr ,, the water services may he tapped.
Section : Hovland Court from Sta. 8+95 01811 11 ovland CO to Emerson Street
The 8" water main. will contitme €corth, to ErAt vn Strut.
At Sta. 12+35, install an " x 6" tee for a new 6we hydrant oD the southeast corner Of Hovla(td Court and
Alley.
,At Sta. 13+91, install an 9" x f" tee for a new tyro hydrant on the southeast comer of Hovland Court and
Emerson Street.
At Sta, 1 1 , the Contractor will install an 8" in -dime valve then reduce to f" for i.ntercoon tion with
the existing 611 water main on aterson Street. Provide a 2" corporation stop with 2" capper pipe
extension adjacent to the 8" waive far testing. Also, and provide temporary asphalt and provide traffic
protex,,tion fbr this assembly.
At this time, the now water t-nains may be flushed, pmssure tested and chlorinated, After the accepumce
of the disinfection testing, the water services may be tapped. The final connection's to the existing water
main as indicated on the plans may their be made within 4-hour shirt -down after all the water- services
were transferred to the uew water main. AU nosy -pressure; conftections to existing water mains will not be
paid for separately but considered irwide tal to other water main work items.
XC Eft i eim Y 2011 PRCQF_ TSkWater Wiftvtand stA ante of work.dDc 2. i .2D1 I
11,M TR1,1 T.. FROM AS LAND AVENUE TO ASBUR'3r.' AVFN1w:
The pr'o"ed " water main shall be installed on Lee fteet fix Ashland ,ven-�� to Asbury Avenue,
The Contractor 4sWI connect the propQsed 8" water twig from the new 8"1 valve in valve vault on the
nortbcast corner oftbe Ashland Avenue =d Lcc Strut, The 8" water main will continue cast.
The Contractor may prepare the 10' x 20' drilling pit at Sta. 214-21, The Contractor will diredionally
drill the new 8" water m6n to t r,10" x 20' =6vin pit at Sta. 24+7A.
The 8" water main will oontinue east and perfonn the open out om;u ction on the intmoction of Lee
Street and Weslcy Avenue.
At Sta, 4-4•76 10.50' 1.T, the ContractoTwill install an 8" x 8" tee. The water main =I now continue
no x.
The water main continucs north on W,&;Icy Avenue, At Sta. 4+76 (a) 33' LT, install an 8" x 6" t for
the, fire hy'rlmt at the not west center of Lee Stye- and W"ley Avenue,
At Sta. 24+76 ..@ 37' LT, install an 8" valve in valve vault thm reduce to 6" for interconnection to
existing " water inairr. on Wesley Av ue, Provide a 1" corporation stop with l" copper pipe extension
adjacent to the 8" valve fox testing. Also, provide to-niporary asphalt and provide traffic protection far
this as embly.
At Sta. 24+76 a 5,00' LT, the Contractor will illstall wl 8" tee. The water main can now oontimm
sorath and theca east.
The 'water` main continue; soutb on Wesley Avimue, At Sta. 2 76 @ 19' RT, install an 8"' valve in
valve vault. then 'educe to 6" for intercoimeotion to existing 6" water main on Wesley avenue. Pivvide a.
1" rorporation stop with l" copper pipe cxten ion adjacent to the 8" valvc for testis , Also, pmvidc
€mporary asphalt mid provide ti-affic protection for € 5 assembly. The City will provide the teinporary
flushing fire hydrant,
The 8" wa€m main will continue east on Ue Strect, At ta, 5+3 , tbe, Cfolttractor may prepare tlic 10'
20' diAling pit. 'lax Contractor will directionally drill the new " water main to the 10' x. 0' receiving
pit at Sta. 281,40.
The 8" water main will continue east and pe oma the open out conmuction on the inter ction of Lcia-
tToa and Asbury Avenue, At Sta, 28+89, install an 8" x 6" tee for the fire hydmt at the northwest
comer of Lee Strut and Asbury Avenue,
At Stagy, 8-194, the Contractor will in0all ail V valve in valve vault. Provide a I" Corporation stop with
]" copper pipe extension adiaccnt to the 8" valvo for t" ire . Also, provide temporuy asphalt and
provide trof#zc protei don for this assmbly.
At this time, the new water mains may be flushed, ptezure tested and chlo naiad. After the acceptance
of the dis4ifeotion. testing, ilia water services may be tapped. 'Me final comieafions to the existing vat
inain as indicated on the plans may they be made within 4-ho-ar slut -down after all the water ervioes
were trAns#'erred to the new water main. All non -pro sure WnnWions to existing water mains will not be
paid for separately but consider incidental to other water main word. items.
95
}C fr;e srs 1� ' i0 t* 11' tt f �, e s a q of r ct 0c , 12011
The proposed " water main shall be installed on Lee Street from Pitner Avenue. to McDaniel Avenue.
This project should c:ornmence on Lee Street and Pitner Avenue Intersection and broken clown to two
section; from pith Avenue to Fowler Avenue and front Fowler Avenue to McDazdel Avenue.
Section i, Lee Sheet from Pitner Avenue to Fowler Avenue
Are `exploratory trench" should be performed on the existing 10" water grain on Lee Stted and Pitner
Avenue prior to pressure tapping. The Contmdor will perform a " pressure tap on the existing 1W,
water main with 10" x 8" tapping sleeve and utilizing " tapping valve. Provide a 1" corporation stop
with 1" copper pipe extension adjacent to the " valve for testin& Also, provide tm' porary asphalt at the
rossings and provide traf#ie protection for this as e bly. mild trtaterials tjecess-a yopLpform this task
should be on the fiel'd at leas# I dav,p4or to wopk oo this task
'1'"'he � water main will continue crest. At Sta. 7+74, the Contrattor will install an g" x 611 tee for a nim,
fire hydmt on the .north side of the street.
The 911 water main Willcontinue ontinu west to Fowler Avenue.
At Sta. 4+ 7, install an " x 6" tee for a new fire hy4mut on the northwest onrtrer of Lee Street and
Fowler Avenue.
At Sta, 4+ 3 install an d" in -line valve in valve vault. Provide a 1" corporation stop with 1" capper pipe
extension on both sides of the " valve for testing. Also, provide temporary asphalt and provide traffic
protection for this msembly. At this time, the new water maths may be flushed, pressure tested and
chlorina d. After the acceptance oftho disla&diorz testing, the water services may be tapped.
Ater all water services are -L=. Street Were transfermd, the Contractor within 4-hour shut -dawn shall
perform 2 task; 1 remotfe the existing 10" x f" tee south of the existing 10" value on nor hea'st corner of
Lee Street and Pitner Avenue and replace widt straight pipet 2 tnmha caily cap the ex. 61-1 water njain..
Section 2z_ Lee Street front Fowler Avenue to NtDani l Avenue
The " water mail, will continue west to McDaniel Avenue.
At Sta. 1+0 , install art S" x " tee ror a new ire hydrant on the northeast comer of Lee Street and
McDaniel Avenue.
At Sw (+6 , the Contractor will install a " x V tee, install a V to -lire valve fast florth of this tee and
a 8" to " mduce,r just south of this tee, Continue the 6" water main south on McDaniel Avenue, then
install a 6"* in -lute valve. Provide a I" corporation stop with 11, copper pipe extension adjacent to the
valves for testing. Also, and provide temporary asp}salt and provide trade protection for this assembler.
The Contractor shall install a temporary flashing hydrant for testing,
At this lime, the new water mains may be, flushed, pressure tested and ehloiinated, After the acceptance
of the disinfection testing, the water services may be tapped. The final comiections to the existing venter
main as indicated on the plans may then be made within 4-hour Out -down after all tiro water services
were tram f tied to the new water retain. All non -pressure connections to existing water mains will not be
paid for separately but considered incidental to other water maim work it s.
.1Sn0 teer5TY 2011 PROJECTSOMar Mai€ Les, WD_PR 88quanm of wwk.stoc 2.21.2011
The proposed 8" water iYOn shall be installed on Marcy Awame ftom Colfax Street to grant Street.
An "exploratory trench" should be pe annedd on tho existing 12" water main on CoMx Street prior to
Ares ure tapping. 711)e ontt-actor will perForm a 811 prosuro tap on the existing 12" water main with 12"
8" tapping slc ve and ufilizin8 811 tapping valve, Provide a 1" wrporation stop with 1" copper pipe
emersion adjaocnt to tho " valve for testing, Also, provide to pvrary asphalt at the o ssili s and
provide traffic protection for tW Assembly..411 inater4afsnerassary to perfoim ibis cask shoum be oil.
the field at least I day prior to work on this tank.
At Sta. +73 and +66, the Coatmetor will instal; s 2 m 451 beads to redirect the 8" water main frora tlxe
Oxisting 12,78torm Sewer,
The " water main will continue soulb, At Sta. 4+35, the Contractor will install an 8" 7, " tee for a new
fire hydrant on the west side of the si reet adjacent to 02326 MarcyAvenue driveway,
t Sty, +90, the Contractor will install an 8" x " tee for a new fire hydrant on the northwest side of
M=y Ave= and Grant tar t.
At. Sta. 6, the Contractor will install ail 8" valve in valve vaoit, Provide a " torpor tion stop with 2"
copper pipe extension adjacent to the " valve for testing. Also, provide temporary asphalt at ft
e,rossi s d provide (raffic protection for this as mbly,
At this time, the new water mains may be flush d, pressure tested and chlorinated. After the =4Vtwice
of the disinWion testing, the water services may be tapped. `nit final eonn"tiops to the cxisting water
main as indicated on the plans may they be made within 4-hour shut -down after all the water services
were tMII8fcrxod to the new water main. All non -pressure connections to existing water mains will not be
paid for separately but considered incidental to other wat main work items.
After all services were transferred, the Contractor within 4-hour shut -down shall perform 2 task; 1
Temove the ex Wing t " x 6" tee cast of the new tapping valve on northeast corner of Colfax Street and
Marcy Avenue, and rep law with straight pipe, ) inccbanically cap the, existing 61, water main.
7
} --IVfI5Wter,,;V'Y 2011 PR E T5\WaWIW PWarq BNt#orvw of 1h'i f,.dQC 2,21.2011
DUTILLE IRON WATE R IMAI (DIRECTIONALLY A,LL DULLING)
Ductile iron pipe installed via horizontal di rect ional driMng shall utilize .S, Pipe's FIE LD LOX
506b Gaskets or equivalent for joint .restraint, The restraint provided shall be a boltless, in.t gral
restrain ing system and shal l be gated for 350 psi in accordame with the perforrnanee gkAre=. nts of
AN SYAW A. C l 1 l /A2 I.11.
WORK INCLUD: The woTk specified in this section consists of f'umishing wid installing,
under vound utilities using the horizontal directional drilling 11l ) method of 4i tallation, also
commonly referred to as directional boring of guided horizontal boring, This work shall hiclude Afl
services, equipment, materiah, and labor for the complete and proper i�r� #�llatio�, testing, restoration
of iindetground utilities and enviroranental protection and restoration -
AMLY ASSURANCE, The rquixemonts set forth irk this document specify a %vide =,ge of
procedural precautions necessary to insure that the very basic;, essewial aspect of aproper directional
boxe installation are Adequately controlled, Strict adberence shall to required under specifically
covered conditions mitlined, in this specifwati n, Adherronu to the speeif"ications contained bexein,
or the Fn9inc0l's apprOVA of WAY aspect of any diredional bare operation covered by this
spe iflcalion, )Aall in no way relieve the Contractor of their ultirrx to respo.0 ibility for the
satisfactory Cn plefion of the wort£ authorized under the C;ontrao;
SUBMITTALS.
WORK PLAN: Nor to begin ng work, the Contractot mwt submit to the Engineer a work plan
detailing the procedure and schedule to be used to execute the project. The work plan should include
a de=rip€icon of all equipment to be used, down -hole tools, a list of subcontraetoxs, a s ed-ule of
iuvorlti activity, a safety plea, an environmental protection plan and condngeney plans for possible
problems. Work, picot should be comprehensive, realistic and based on ac xl working conditions fo.r
tlgs pa icillar proieet. Plan should document the ftugdtful plan mquired -to successfWly
complete the projta.
EQUIPMENT' C;ontrador will submit specWcati w can ditto tional drilling equipment. Fg11ip1nent
shall include bot not be limited to: drilling rig, mud system, mud motors (if applicable), dowu-hole
tools, guidance system, and rig safety systems, Calibcadonrecords for guiidame egolpment shall be
included, Specifications for any drilihig fluid additives that Contvactor intends to use ox Mighl use
will be snbmitte1
MATERIAL Specifications on material to be used shall be sub fitted to Engineer. Matorial shall
include the pipe, fittings and any other item which is to be an installed component of the project.
EwpwNw REQUIREMENTS
WORK INCLUDED. The directional drilling eqv ip ent shall consist of a directional drill ing rig of
sufficient capacity to perf'onn the bore acid pullback die pipe, a ddiling fluid muting, delivery and
recovery system of'sufficient capacity to successfully complete the crossing, a dd1lin fl-uid recycling
system to remove solids from the drilling fluid w that the fluid can be re -used, a guidance system to
accurately guide boxing operations, a vacuum track of sufficient capacity to handle the drill ing fluid
voiurac, tWned and competent versonnol. to o} rate, the system. A] i % i ment shah is good, safe
perati n g wndiEion wi th sty fficimt suppi ie , mated als and spare paw on hand to maintain the system
in good working order for tho duration of this project.,
DRILLDRILL94G S STEK
DFJLLMU PJx: The directional 4d 11hig machine shalf consist of hydmulically powered system to
totate, posh and pull hollow drill pipe into the grovnd at a va iable argy le whilo doliveFing a
pyc-swrized fluid inixture to a gluWabie drill (bore) head. The machine shah be anchored to the
ound to wilhslAnd the pit] ling, pushing and rolafing premirc mqui red to wmplete the oyossizig.
The hydral�Iie power system sbali be sel£- ontalued with sufficient pressure and vohirm to pov4w
drilling operations, Hydraul is s min 4ialI be free of leoks. Rig shah have a system to monitor and
record maximu pi:i1-back pressure during puii-baek operations. The d S sha.lI be groundcd dudng
&Wing acid ptfii- c : operations. T here shall be a system to detect electrical Cwent i`Tom the drill
string and an audible alarm wlAch autornaticallysounds when an electrical cement is dr,,tected.
DRILL.. HEAD: Tho drill 13 d sbaii be stftmble by obanging its rotation and shall pyovide the.
necessary cutting surfaces and drilling fluid jets.
MUD MOTORS (if required): Mad motms shall be Qfadchrivate power to turn the required drilling
tools.
Did TLC. FIFE. Sball be, canna, ted of bi n quality 4130 seamless tubing, grade D vr better„ xith
threaded bQ wid pars. 'Fool joins should be hwde ed to - X.
GUIDANCE SYSTEM
MAGNETIC x iD l 8 STBIM, A Magnetic G uid o-, System (MG ) or proven gyroscopic
system shA i be used to provide a ooatinwao and acouratc de%rmiaadoa of the location of the drill
head during the d rilling operation. "XThc guidance s5haii be i aapa le of tcavkuig at ail depths up to one
hundred feet and in any soil condition, ind udi ng hard rock, It shall enable the dril ter to guide the
drlli head by providing immediate information on tiic tool face, w-ir nth hofizontai di=Oon , and
inclination vertical direction). 'Fine V idance system steal l be accurate to �I- % of the'veriicai depth
of the boTehoto at sensing position at depths up to one hundred €eet and accurate within i.5 meters
h0r170nWl1Y.
The Guidance System shall be of a proven type and shall be operated by pekso i i trai=ed and
e;ai ezie cecl with dais y'sten�, The Operatoy s 1 be aware of any magnetic anomalies On the surface
of ft ddii path axed shall consider such iiifl uences iu the operation of the quid ce system ifusi ng a
agaeiicc, system
IXMG SYSTEM-.Asolf-Qoxtained,oiowd,driliingfivW mixhV system shall be, ofsm fficientsir
to mix and deliver „]filling fluid. Mixing system shall con inuaily agitate the drilling fluid duling
drilling operation.
q IT
DRIL INFL IDS: Drfl)i .g fluid shall be c:ompogcd ofolean water and appropriate additives cfay.
Water sha€I he from an authorized source with a pkl of .. -10. Water of a lower pH or with
excessive calaiam stall be treated with the appropriate arnount of sodiurn carbonate or egiaal. The
ivater and additi ves shal l be mixed I lroroly and bi� absent of y of D ps or clods. No potential I
hazardous material may be used in driilirig fluid.
DELIVE RY SY STEM, Thtb delivery system shall have f'rfters in-liiDe to prevent solids from bei-VE
p-umped into the drill pipe. Connections between the pump and drill pipe shall be relatively [oak -
free, Used drilling . lid spi[led during drilling operations shOl be contained and conveyed to the
driIlng fl d recycling syrstew. A berm, mini = of I Thigb, shall be maintained aroiiiad ddli rigs,
drilling fluid mixing system, entry and exit pits and drilling f aid recycling symm to prevent spills
into the s urroundin g environment . Pumps and or vacnwn t c€ (s) <) f sufficient sire shah I be in place
to convey exec ss drilling fluid from containment areas to storage and recycling facilities.
DRILLING FJ LqD AE, C YC LI SYSTEM- The car ilbig fluid recycfing system shall separate
sand, dirt and other solids from the drilling fluid to reorder the drilling Ouid re-USWc. Spoils
separated from the drilling f uid vrill be stockpiled for later use or disposal at the ontractox's
OTHER EQUIPMENT
PIPE RAKM RS: Hydraulic or pre le pipe rapers may only be used if necessary aad with
the authd6 action of 1Wn0 a r.
. S'r 'lJ0N$- Other devices or utility plaeeYnent systems for pr6vidiqVJ
hod ntal thrust other
than those previously defined in the preceding sections Shal€ not be used unless approved by the
Engineer prior to c:omm ncenmeat of the work. Consideration for approval ill be made oil an
individual basis for each speoffied location. The proposed device or system will be evaluated prior
to approval or rejection on its poteDdal ability to complete the utift Placement satisfactorily without
undue stoppage and to =dntain line and grade within the tolemces pr=ribed by the par -de air
conditions Of JhC PrOjWL
OPERKHO S
GENERAL: The Engineer rnwit bt noti-tied 4 9 hours in zdvat-rce ofstartirig Work. "e Directions]
Bore skirl l not begi n care l the Engi neer is present at the job site and agrees that pwper prepamlion fat
the oMatzon have bewi made. Tha e4neer approval for beginning the installation shall in no way
relieve the Contractor of the nithate responsibility for tht satisfactory eampletioA of the wOrk as
authorized under the Contract, It stall be the responsibility of Engineer to provide observa ion
personnel at sucb times as appropriate without causing widue hardship by reason of day to the
Contractor.
PERS OWN EL REC 'l "ITS: All personnel shall be fully trained in their respective duties as
part of the directional drilf in , crew and in safety. Each person must have at least three (3) years
directional drilling experience. A respo ible representative who is thorougblyf far Iia r with the
equipment and type of'vw work w be performed, must be in direct charge and control of the opmtion at
all times. In a]I cases, the supervisor roust bt cont in ail present at the job site daring the actual
N
Directional Bore opei:aijon. The ConlractaT slialI 1jave a wffloj lit jiumbeir of compmnvworkeTs are
the job at all times to insore t1w Dimcdon.al lore is made in a tamely and satjs#'aclox manner,
DULLING PROCEDURE,
SYM PREPARKHON. Prior to any alterations to Ivor .-site, conMc.-tor AIMI Photograph or video
tape ew4o work area, including cyitry and exit points. Onc copy of wbich shaii be given to engineer
aTtd Qne copy to re aizi With eontmcror fox a period of Ono year following the comps tsora of the
project. Work site az indicated on drawin s, within ri ht-of-woy, shall be graded or frees to provide
a level working area. No alwations beyond whatis reqiiired for operations are to be made.
ontTa doer shall coyfflhie all activities to dcsi W4t :d mrlc mas,
DML PAT L)RVE Y AND "POTH LNMY . The contractor sba1l provide for "potbolftlg!' or
excavation, if required, to locate existing service lines and utilities prior to installing water main
tiuov a that seg=M All sm.,b exploratory Oxcavations ghall UtifizC a Vacuum tra& to Minimize
disturbance to t'1surface and tbe exis€inn utilWes. The Contractor small properly dispose of'all
ateriraf removed shall be dispw:eel doff site. Where paralleling other v(5) feet,
pothOH ng maybo requ iTed along dic-0tility every twenCy-five (2 ) fed, The entire drill lxatli shall be
aecurat fy survi cd with entry aild exit Makes places in the appropriate locations witbin the auras
incUcatecl on drawings. if contractor is us4ig a magnetic guidance system, dr!ll path will be surveyed
for any surface ma eft vaxiatioos or all Mali=
NVIRO NCKAL l'1. 'l'1n: 'fIO : Contramr shads place silt fence between all drifling
oblations and any drainage, wetland, watermy or o€tier area dcsiggated for saah protection b
cmitra t d"meats, state, r'ederal and [veal mgulations, Additional envirownentai protection
necessary to contain any hydraulic or drilling fluid spills shall be put in place, inolmdin.g berms'
line's, turbidity Ouilains and other measures. Contmotor shall adhere to all applicable ejivironmental
regulations, Fuel monot be stored is bulk 700 feet of any water -body or wetland.
SAFETY. Contractor shall adiacre to aid applii;abie state, f dcral and local safety regulations and all
opomtaon.5 shall be wndwted in a sage man aer. Safety meetings shall be conducted at sea t weekly
with a vm itten record of attendance and topic submitted to Engi neet
P111F,: Pipe shall be butt -fused together in oae lcaigth. Pipo )01 be placed on pipe rol.iers before,
pulling into bore hokc with roIim spaced close enough to prevent ex essivo sagging of pipe,
KLOT X OL& Pilot mole shall be drilled oil bore: path with ao d viations greater dym %of depth
over a length of 100 feet, In the event that pi to( does deviate from bore path more ftn 5% of depth
in 100 feet, contractor 'Ail f notify Engineer and the ngineermay rcgmire cojitractor to pal 1-baok and
re-d ri)l from the location along born path before the deviation. in the event that a dxMing fluid
fracture, inadvcAcuit returns or rota= loss omms dioring pilot ladle d€ i M ng operations, oOnlm :tor
sball cease drilling, wait at least 30 minutes, inj a a q=tfty of drilling Daid with a viscosity
excm. ding 120 seconds as measured by a Marcia funnel and (heii wait anothur 30 minutes, If mud
fx cttwe or returns loss continae , corrxractor will cease operations aad nuti fy Fngineor.Conti-actor
shall provide sufficient silt fcno , vacuum trucks or (Aber Incase mired to contain all inud and/or
remove it from the site, No additional compensation will be allowed for containment or cleanup of
mud fractwes,
101
REAM : Upon 31jecessfw completion of pAot hole, contractor wi Bream bore hole Ry a rl,iWnnnm
oft5% greater than outside diameter pipe Using the appropriate tools, Contractor will not att pt to
reavn at one time more that the d riling eq pwent and mad system are dosi rwd to safely lmdle-
YU-ACK. Aftev successfully reming bore hole to the Tsguf.rcd diameter, pull the
pipe, qrough the bore hole. In front of the pipe will bao a swivel and reamu to compact bore hole
walls.' -Once pull-baek operaiions have commenced, operations mwft continue without i texruPdOn
=t it pipe is completely put led into bore hole. During; pull -back open atio , contractor will not apply
more than the ma 6mjun safe pipe pull prtzute at any t c, Trte contractor shall i i a test section
of pipe, wbi ch will fad pyior to d=a ing the water main orj of at re aint, attach to to fixmt of the
pUl iyback pip e. At no time shall the pull back force exceed tie ni&ximum fo-roesspecified by tht pipe
of joint restraint manlafactmer for the size dfoT dimension ratio of pipe being ins[Mled. In the eveac
that pipe becomes stuck, eo actor %ill cease pulling Operatiow to allow any potential °` loc ."
to subside and w I commence pulling operations.' if pipe remains snick, co-atractorwW notify �f
Engineer. E nw and contractor will revim available options an.d then work will proteed
accordingly.
DIJ r IRON WiVrER MAIN(DIRE Un ALl,.''Y' .L , of size specified, s i be paid
for at the contract -unit price per FOOT, wbirh ghaffbe full compmsation for a tuaterials, equipment
and labor jacces a r to co plete the work.
ioz
Meal lutercgwiectio ns
After all of the wam services have hcea installed and are in service the Contractor
will xnake the connection(s) to tlm existing water wain(s) as indirm€ed in the Plans.
The ContractorshOl notify the dater & Sauer epailment 48 hour5in advance of
inifiadug these cormnfion8 to allDw tho Water& Scwet• DepartmentsUfficient t4ae
to aefify midents of the water service interruption and schedule the necessary
valve closm,res. Wy Watcr & Sewer era -Lent perso el may op -ate cxEst
valvcs in the ciimibWon system .
The Contractor thust be prepared to mke A
maxdnium of four ) hours will be allowed, pek shutdown to omplete the
C01M etions to exist4w, wawr n1ains. Because t1me connections canziot bee pressuro
tested or chlorinated, the Contractor gust swab all pipe and fittings with a %
bypo6 oi.te solution aisia g a new clean long-s triug mop and the new seetion of
main rmist be pmsurl ed prior to bac fillin , The Contractor shall, also swab and
chlorinate water main s ctiml as outlined above that branoh off the `amain line„
water m in that ;nay 'be dil`ficult to properly flush.
Prior to hackfillin theCont-factor must install the appropriate sj 7wd l J end cap on
t"ac open end of al l o f dhe abandoned water m ain, Coiiorote blocks shall be i nstalled
bath all of the co ti*n paints between time old and =w water mains,
` IM CONTRACTOR SHALL 8MMIT, FOR REMW BY THE 'CITY, A MiTAILED
CONSTRUMON SCREDULL, AT TM P-CONSTRUMON METING RN ACCORDANCE
WTT14 TM FOLLOWING GUMELMES.
"NO PARIUNG'SMIS RBQL11RD BY THE Y MICATE CONSTRUCTIONZONE NO
AECTION-WATER SERVICE LINE
Delm Mick 5 6 .01 and replace it with the following:
'562.01 Descrlp ioxa
a. Water service 2" diameter and less.
Work shall wnslst of the disconnection of the existing water services fxam thO existing
wa tey main, to and in luding the existing Service box, and ctub slop, tapping the riew water
ai.n, and extending new copper services perpendlcularay from the new water m4l to the
new service box to be ir�miled the parkway, a claw to the old service box as possible, as
shown an the Dra,,+r ,s and/or as directed by the Engineer.
b. All existing watex services which are -inch in diameter will be charred to 4-inch services
axed reduced to 3-inch at the point of co won to the exisling service.
G. Water service " or gmter in diameter
Work shall consist of the disco ection of the existing water service from the existing water
main, installing appropriately sib tee fittings with an attached valves , € nd extending the
now ductile iron service, from the new water main to tbe.new service box to be installed in
the parkway, as close to the old service box as possible, as shown on the drawings s and/or as
directed by the Engineer.
Due le Iron Pipe Water Servim All 8uctile iron pipe shall be thickness cuss 52 in
accordance witb AW WA Standard Specifications for Ductile Iron Pipe, cOntrifuPHY cast in
Metal Molds for water or other Liquids - A.WWA - 151 latest revision. The whole of the
above Specifications shall apply. The pipe shall be fumisbed with push -on joints. All pipe
shall be cement -Mortar limed inside and bite noes -coated outside, in accordance with Sec.
1, 9 - ANSI A21.51 ,AWWA C 104 and C 15 1). All ductifle iron pipe =st be cleuly marked
by the manufacturer to indicate pipe classification or pipe x&ness. Umna rked pipe will
not be accepted,
2.. Add the following lubpara ►ph to Art [etc 562.02.
"(a.) Copper pipe. copper pipe shall ba upper wata tubr., Type K, soft temper, for
derground service, conforming to AST and ASTM- 251 of'the inside diameter
indicated on the Nawings. The pipe shali be rr eked v th the manufactu reel name ox
trademark and a mark indicative of the, type of pipe. T e outside diameter of the pipe and
m ini=m weight per foot of the pipe shall not be less than that fisted in ASTASTM B 1Jabie
11.
Stops and Fitting& All corporation stops, curb Aop% and connection couplings shall be
fabdeated of bwnze alloy and steal l be provided wi(b outlets suitable for r nnection , All
connections shall be made with flare -type couplings. Stops and fittings shall be as
manufactured by Ford Co. or approved equal and shall be in accordance with AW A.
Specifications. The curb stops shall bo MinaeapoHs pattern (City of Evanston St€ dutd).
Corpora6on stops and c ub stops shall be the non -restricting ball valve type:.
(c.) Curb "es. The curb bones shall be cast iron Minneapolis pattern base, for rigid
assembly, extension -type for 5'- " btiry or as roqWred to make flush with the existing ground
elevation. The boxes shall be complete with a lid marked'WATER! and pentagon brass
plug,. Curb boxes shall be as manufactured by Muefler Co. or equal.
Shop ]ravingsDravings for walm system romponeW shall be submitW for approval as soon as possible,
but jiot less tban thirty (30Working Days prior to the time whin the eom ononts are intended to be
histallod,"
. Add the fallowing paragraphs to Miele 2.03:
71
arc should be taken in installing new water services FO as tO haVe the bast intemption ofservioc
to fna water customer. Th'is work win require dbruptions of water service, The Contractor
shoU notify the Owiter not less than -hours in advance of pWued dismptions. It should b
noted that the water main will not be h1 ed off for the instal Mon of water,ervzr s. it should also
be notes] that the City of Evanston. Water &. Sewer Division persemcf are the only persons
authorized to wm on and off water nmin values.
1I waver sebAce lines sball be augmd in place and shall be a mini mum of five (5) feet in depth.
The Contractor may select a boxing tool, mechanical dri 11 or j ack, at his option, to form the passage
though the soil for insertion of water imices udder existing pavements. The size of the passage
shall be just large enough to accommodate the service, but iwt so large to cause post -construction,
subsidence of dw pavement, The service line shall be capped or plugged during th(e insertion
process to pr vent the entrance of sail. The insertion and receiving pits sh l be backfilled bx
accordance with Section 209.
The rep] aeement service lire shall b c one continuos leroh no couplings in the new WPPer
tubing will be, allowed) and be of`sufficient len h to allow far scare rno�verncnt f r trench
senlhxg after placement of 1he backfUl material. Contractor sbaGll keep ft existing and now
water service line clean during inst4lation. Follo Wmg justallation, tltc service tripe skull be
flushed clean prior to disconnecting the exisfilT service. The connecti= Of the new copper
etvice to the existing service shall be completed at a point at least eighteen inches (1 "
from the now curb stop. 'l'lte old curb stop shall be clued and disconnected ftom the new
service Ue. After each service is reoonnected, the Contractor shall verify that the water
sox -rice is supplying adequate water. Ilie Contmotor will be obar ed for any labor and
inateri als used by the City Water & Suer l ivisioil to ron`ect any problems that arise due to
Contractor's efforts."
SECTION 3 - AoJUSTING SANITARY SEWERS AND WATER SERVIC-E LINE
I. Add ft following subpara rapbs to A tide 563.0 1.
"(a) Adjusting and, Reconnecting Sanitary Sewer Services. Work wader the PaYmcnt Item
`SANITARY SERVICE" shall consist of installation of a new tee or WYe fitfing at the
proposed or existing mainline combined sourer, if necessary, and installation. of new satritwy
sewer service pipe froin the combined sewer to ft existi ng smlitary sewer service 1 ine 2 feet
beyolld the outer face of curb, as showm on the f rawingo and/or as directed by the Enginacr.
Work riveter thie Payment Item "ADJUSTING SANITARY SERVICES" shall consist of
adjusting mid reconnecting sanitary sewer services where reqnircd by the replacinuent of t:he
existing combined sewer and/or i nstallation of a new re) ief sewers, usi ng new sen i oe PiPe,
fittings, and couplings as necessary.
Jos
fib) Water Service Line Disronaection and Replacernent. Work under the Payment Nm
" f 'ST[NG WATER SERVICES" shall consist of rerouting the existing water s -vice
lines bepause of new sewer installation using new service pipe, fitting, and couplinp as
necessary. The Contractor shall make every reasonable effort to protect existing serv€oes. In
so= tara on , however, it may be neces ar to reroute seMces. Where approved by the
Rngjneer, the Contractor may remove and reroute water services within trenchlinca to
pxovide adequate cie'an tom rrew facilities. The existing water sexes shall be cut at
both sides of the trench for the proposed severer pipe, and replaced by new copper service
I roes which shall be connected to tote existing water lines adjacent to or above the proposed
suer pipe or as dir ted by the Engineer. No €'ecomiection joints shall be located directly
above or below the proposed sever. The City system contains a range of service sizes and
materials. The Contractor shall maintain a suitable inventory ok proper service piping and
fittings so as to mien ftiize the time required for making re -connections.
Add the follo-,An , subparagraphs; to Article 563.02 - Materials.
,,(a) Sewer Services. A.ny exiistilig system components, including fittings, which are damaged by
the Contvactor due to his rieglige=e, s all he replaced by him at his own expense. Mated
used for replacement sh l be equal to that used for reconne lion of existing sanitary
building rvices its coinforman e with i s Specification.
i. Ei .t-inch diameter or smaller individual Wilding services. service pipe tr texial
shall be PVC or ductile iron pipe as specified in Section 550, Where service pipes
run beneath other major utilities which are likely to place a structural load on the
service pipe, such as benemb new relief sewers, ductile iron service pipe shall be
used. At curet locations, PVC see -vice pipe shall be used.
ii.) Services shall be corrected to PVC ox V P mairdine sewers by means of factory -
made wye fittings of surer guts equal to or greater than the maWine sewer. Tapping
saddles may NOT be used for connection of services: to PVC or VCP mairdirw �
sewers.
(iii.) Connectors for reconnection of service pipes to RCP mainline sewers 4-incur and
larger shall be KOR-N-TIEE or equal m e ng AST C-923, sized to match, the
diameter and nmterial of servi .
(b) Water Senice Line ,,,=nnection
(i.) Servico pipe and system components. Material steal l be as specified in Section 562
ii,) Water Service Line Sleeve. Sleeves for water service li=s shall be Schedule 40 PVC
pipe conforming to AST -17 .
Shop drawings for system components shall be subraitted for approval as soon as passible, but not less
than tarty (30) Working in Days prior to the time when the oomponents = intended to be installed."
M
. Add the following par graph to Article 563.0 :
, the Contractor damages any sari€Lary service Jim not requiring adjustment, or any other
underground structue or utility, he shall replace or repair it as required by the Eo in"r and no
additional compomwtion will be allowed. When a sanitary sewer is to be adjusted, the Contractor
sbail remove it carefully to prcvcnt damage to the existing pipe which will remain."
4, Add the following paragraph to Article 6M4:
"A.11 opcn"ings i 3nto RCP sewer main shal l be; o1cm, maebir}e-cared openings wbi h wi 11 not damage
e
the stnictural integrity of the pipe. h ale-k connecdons are prohibited. Service Qo cctions shall
be at least two 2 feet apart. All reconnection of new se-Mce pipes to existing service pipes shall he
by mums of an approved flexible 000pliag"
. Add the l:ollo Mng paragraphs to Article 563.05:
"'the Contractor shall take all precautions to keep the exisfil)g and new water senicc lbic clean ftm
all debris =d sball f1mh the new copper senice lhie pfior to reconnectingteconnecting to the existhig service.
Afty earl, service i corjjected, the contractor shall voli +y that the water sorvicc is supp ng
adequate ivater. The Contra for will be charged for any labor and materials used by the Water
Depament to correct any problems that arise duo to C:ontmotoes c rtz.
Ali water services, which pass below or thin 18 incl= above combined, storm, sanitary,
and relief sewers and scr ces, shall be sleeved ush)s a PVC casing pip. 711e water servke
sleeve shall ho of adequate diameter to accoinmcdate the eopper water service lip and sbal l
extend a adnimum of 10 ltc t. either sine of Clio, sever, The ends of the PVC casing pipe shall
be sealed with class S1 wncrete or as approved by Engineer."
SECTION 664 -REMOVING FIRE HYDRANTS
1. . Adel the following paragraphs to Article 56 . 1:
"This work 11a1I also consist of rc oviag all de i aftd hydr on waler maiAs wikh are to be
abandopwd as a part of hits proicM"
. - Add die followi ng pwnraph to Atliol z 5 64.02-
All backfill under and witift two 2 Feet of the proposed paved areas excavated as a result
of this wozk will conform to the specifications for TRENCH H BACKFILL as herein
provided."
Add the follovdog paragraphs to Arrd le 5 4M:
"Al) Pavement v411 be sawed to a full depth prior to the removal of the pipe up to auxiliw , valve and
valvebox. ox. t l d4_-c 'ion of the Ow, er, the Contractor shall cover ffie abandonvd f=hydrants with
burlap bags wifi i the Contractor roves the abandoned fire hydrants. The! hydrant wll l be removed
17
completely with the bottom section. Removal shall include the pipe and valve from the fire hydauit to
the a tya= the auA nary vai�ve. The existings pipe l f be plugged. All excavated areas shall be
backUed and compacted under and within tvvo feet of all paved areas with trees baak lL All
oth.er excavated areas v l be backfilled vridi suitable material to existimg grade v4fliW parkway areas
immediately 1`ol1ov " gx hyd=t and auxill•y valve removal."
SECTION 0 - REMOVING OR FILLING (ABANDONING) ) IS'I IN MANIJOLE , CATCH
PASINS AND INLET
I . Add they following sentences to Article 605.01.
"TId work shad also consist ofall work necessary -to remove or fill existbag valve vattlts so
desig, ted on the Drawings. The terms ` lP" a d ;%bandon„ shall be interchngeable and
Shall consist of removing the upper portion of an exist[ng s ructnr , Ming, unused pipes,
seal ing pipe connecticas, aad Ming the you der ofthe structin with T'rencb BaekfiH sand
(FA-6), compacted to the sadsfaction o e ling€mr.'>
2" ' Articles 605,03 and 605.04 shall apply iththe following modifications:
The Contractor shall malw his ovm investigation to deter xdne She existeace, nature and
location of all sewers and appurten=ces tbexxeo -within dw limits of -the improvement. Thy
ontraetor shall be hold xesponsible for any damage to existing sewers. Al l phvement will
-be sawed to a ill depth prior to any casting re laccmerttfa �t�s �e�t, s uctu(e removal, of
Wn9 operation. Connecting pipes shall be cut ohe joint Rom the existing gtmctura to be
pro ovedffilled, Structures in private paved areas, parkways and other guessed auras shall be
removed a aainimt? of 2-feet below fwal grade and =cftues in pubho streets shad be
removed a nxinimum of -feet below final gr e. Pipes connected to these siruotures shown
t be abandoned and shall be filled ,with 1 material in accoidan tth Article 550.05.
emai ng portions of existing structmes may be filled with Case I trench back ill xnamdal
in accordance with Seolion 208 or way be filled with CLSM material in acecrd=ce with
Ar6cle 550. 5, at Contractor's option. tractc€re- sMI bepttmped out and cleaned of all mud
and debris before the fail matodal is placed. The remainder of the excavation shall be
b &tiled in accordance with Sectioa 208.
10
SECTION 42 # PO TLAND CEMEWT C I CRETE DRIVEWAY PAVEMENT
Add the f'oll(]v i� n pap s to ATficle 423.01:
"Ma als: - Matmials. for concrete shall he ixt accordmic wi Mfion 420 a�5 Opp] icobkc,
Class S1 concrete shall be trse . Forms shall be; a minbnum o " x. S" or 2"xly'lumber or its
approved Neal, held in place by stakes or b ,ces witt t1tc top cdges #uc to line and. gmdc.
The aggegale base course required for ne(;essmy rad'€ng will not be paid sepvat ly, TbxecR
gt~arter (34) i ch Ibick a pansion joint matexial abal.l be placed beftem the curb and the
full width of proposed deity-vway, onit:acci njoints shall be provided.
Co amd . rotg4 in Curing shall bo in amordanco with Arficlo 102,101, culing
compound s5hall be Typo U1. Protect all sxwraces f om cull. 13uriztg lxc t eve inter, lce
temperature of concrete below 90 deg= 1'ahrenhdt. Durlag cold weather, 'keep
to aperaWre ofconcretc bulwmai 50 doggies F and 70 &grccs 1� for 3 to 5 days, Prow f m
frost and zapid drying for 6 day,. Thp- Contractor sboll be, solely xe ponsiblc fox7 pmteetitg
bis work om vandab,= All vandalized Mcrefe worlC shall be xe .oved a -ad replaced
a the Confractoes a peztse,"
SECTION 4 - PO TLA D GEMENT CONCRETE SIDEWALK
Add the following sentmoos to Ax el 424,01;
` '1 D Work shall also iacludo adiusftnonts to swfaec elements such as b-uffalo bones,
valve Govers, manhole corers, vatait covers, etc. to final grades."
. Add the following: sentcttces to AiTiOo 424.04:
"Thu aggregate base cots c requirod for n"essaxy gmding will not be paid sepamtWy,
. Add the following paragxap s to Ax ,,le 4 4,06:
" onamlp, plaeevxtmt will btu permitted if air tcmp1 tuTc iS 40 degrccs Paint mhoit or hi =,
0�ncrete pours sb0l &4 at expari-sion or control ipints. Padial slabs shall cot be
allowed, Theo surface shall be divided by control joints exteatding to #be depth of 131e slab.
Control joints shall be tooled Fes# sale-IM. to pr"Opct- depth Emd sball be spaced at 5-foot or
o1hu uniforra h1kavais 0 diroolcd by the Ea ecr. All edges and intc=diate joints of
sidewalks shall be shaped wilt an edging tool having a VZ indl rarlitm w-faces of,5idewa)IC5
shall haw a fight broorn lirtisb, except. handicapped ramps at which shall bo
finished as shown on the, DrmOnp,
Curing shall be in a=rdaacc with Miclo 1022-01, Cming compound shall be Type 111.
i O?i
protect all fades froln sun. Daring hot weather'. keep temperature of cowxete below 40
degrees `ahr nheit. During cold weather, keep t=pe3ratuya of concrete bel eett 50 degrees
and'70 degrees for 3 to 5 days. Protect fiom frost mid xapid drying for 6 clays. T)rs-!'
Contractor shan be solely responsible for pyotecting his work horn vandaS ssn, All
vandalized concrete worlk shall be removed and replaced 9 the ontrattor's expense."
Add the following sett ce to Article 440.01:
-Cold njilling will not o allowed prior to the completion of the installation ofrej iof sewms,
omibincd seww, storm sewers, OT watermains."
i . Adel the following paragrapli to Micle 44 .41;
'Uass B (also called .i,yp� on fh6Drawings) patches shall confirm to Sec#ion 353-Portl nd
czrt concrete Base iwou"o and Class 1)(also calker! Type D on 1ite aawings) patches
shall conform to Sesfion 355 Y Bihtmiaoas Base 0111rse. Ex i ting Pavv=Wt is to be removed
and replaced in ac=d3nco with tite Dxawin s. The gtiarrtificat€ors sub -ems. L Z M, and IV,
shall not apply.,,
. Delete Note I ofAil iclo 442.02 and replace with the f011OWing'.
"l otc 1. Por Glass B pavement patches, rly Strengih PatNrig Mixture as sp"Wed in
Article 1020,05(g) 1) AgH be wiLed,"
. Add the following paragraph to Article 442,04.
"Roadway restoration activities, except installation ofhval bimminous stn-face coin, "I
be carded out such that no more than 1,000 lineal feet ofPcm-uwent raadway is removed at
any one time for each open -cut pipe (allation operation; no more than 1,000 feet of
p= went roadway is removed per g:Live mainline sewer or water main installation. crew,
.d, such that the period that the permanent xoad ay removed at any location sloes not
oxer d thirty (i 0) calendar days, without the approval of the En ineer. In no ease, howver,
shall the total length ofpormanent roadway removed exceed 2,500 lineal foe�t regardless of
the number of open -cut sever or water r1tain oonstru,etjog operations (active mainline cre s
uu erway.
installation of final hitumino�i6%)r1hee shall be completed not later tharr 1-hi y (30) calcndar
days after patch/base coarse irwallation. All sUeeI3, roads, alleys, and drives disturbed iR my
constmction year shall bi� fully resurffaccd arsd restored, including Nmfaoc col�m, b
i)cmher I of that ropstmction yew in acaovdancewitb Article 10a.02 of the Standard
pI�6ftcatlon&"
M
4. ,add the following scntc wc. s to the first paragraph of AAkle 44 .05:
... The ContracljDr shall s %v-cut existing pavcn CcDts to fell dep#b, ajolj tl�c lirec of axe
axirnUjn allowalxlc tngch widfir �ts showing on tiro ) rawin s. All oxcavated maWdal
including paving brigs Shall be properjy dj ,l)osct of cf#-sit. No drop hamma a€rdlor
pilloline,-typ con cic 4 ak(,Wruttcr shall be will l Aor paves-a)t rcrnovAl, No earth
saw shall be urll7ed to s;Plvwcut paveme€xt."
. Add the following sub -paragraph to Mick 442.06 Paragraph a) Subparagraph ( ):
"on sheets having a cox grtc base and 1 xih;3 1104S overlay, CC eonc"00 bass Patr—yeswIll l
placed over wl#lr the existing eDnQ etc base% if the lhi6mcss of the MiSfing WWAdilovs
overlay -,,ur e cfx d 3 ij�c cs, l vcj ing Bjjj&.r (Machine Method) shall be used to raim
the lWchv d a= su slentj to -allow the nva,116 jiich Wn&;r srd l K inch bituminous sorfaoe
over Lie p ached areas to malcb tho, olevalion Of adjoining exiOn pMM'0111,"
. Add the rollowing to Article 442,08 m Class D Patching,
«(c) Bifiuninous mixtwc for Patclfirig Polholes (ljot Mai. wd Cold Mix). This v oTk v-ball
corrsxst of tb(; romoval of 100,W =d bxokon paverwnt and the construction of a to gorary
biwmb3ow co%rote patch on die crlsting roadvra4Y to In used W m3inWn "Me during
o sir set ort as specqjcd at locations &3 ;j attd by the n&ecx. Between April 15 and
Dmc .mbc,r 1, Hot Mj7, shall be applW and the bituminov:> nWXWro sbAl e ni'orn W Class i
sriTfam orbinftr an accvxdan" with %fion 406. Bdwcm Dec mbev 16 and April 14, Cold
Mix may bn, used."
SECTION 602 - CATCH BASIN, MANHOLE. INLET �l W A STRUCTURE AND
VALVE VAULT CONSTRUCTION. ADJUSTMENT AND RECONSTRUCTION
1. Dekte Articlo 602.01 and replace It With tlxe f0110wing:
4'60 .0X Dewriptian. 'l'iti work-, as sown on tho Dta in s, 811011 consist of:
a) Remov ing and disposing of existing mars -holes, 4710s and caWh basis designated to
be abandoned.
() Repla6ng existing manholes, cowl" basins, role%, and valve va"lts.
c) Adim sting or partially MQI)s1ructing c isfin anbcics, eatob basins, ialets, or valve
Pfauit structures in order to r'e babilstate the, u#flztystractur d/or establish the agility
str txores at fugal finished grades,
(d) Constmcfing now valve vaults, i rju in bA=, barrel scent s, transition cone
sections or fiat slab tops (if reqjild), and required frames And lids,
(e)ConsMcting new combined sewer and r-ei je f mver xtaarx ojes, catch basins and Hets,
ilicluding placing precast rein fMW conor tc sections together with flat slam tops (if
required), transition scctions, purest MonGlithic bases, amen and lids.
fpstalling new frmnesilids on existing utility sti=tures to meet grades shown on the
Drawings, to mawb existing gades,ter as dirwAed by Engineer."
2. Add the. following paragraph and subparagraphs to Arficle i 2.02
"In addition to the refitire cnls of the Surd Specifications previously cited, manhole
catch basin, inlet kvnd valve vaults watehals shall conform to the following additional
requirements, wbich, io case of convict, shall take presence over the Standard pedfxcations:
(a) Materials for Reconstructing ExWiag Structures. res. Cone to brick or pyceast
reWorced c;oucrete mttions,
{ Materials for Constructing New 8t3ructures. Precast x i-Oforced Wacrete sections
only.
c) Finial Grade Adjustments for Structures. Tapered precast reinfmced concrete
Adjustment rings shall bo used for final gade, adju� frnent of existing and new
structures. Adj ustment rungs shall he laid on a fail bed ofinortar. A. minimum ofOnc
and a maximum of two rings shall e wed for fwal grade adju tmont at each
structure - The total height of -final adjust=t shaU not exceed I1-incl= for € -
st ctur . The use of brick for final -%tructure 4asunwt is not permitted,
(d) Frames, covers and gates shall confom to Section, 604.
e Inlets. Was shall be precast r6aforced conerete coxr rx lag to MET, TYPE A -
STANDARD 1 3.4 with the following exceptions: 1 Wt ad of a 16" depth, the
depth skull be 34" unless otherwise specified on the drawings. lnsWad of the 3"
Sand Cusbion, a minirmi G" deep granular material (CAR 11) base will be required.
(f) Catch Easfns. Type A. catch basins shall be precast rebiforeed concrete conforming
to CATal BASIN TYPE A - STANDARD 151 Mfb the following exceptions. 1)
stead of a 34" sump, a 4 " sump will be r uir d. 2) Instead of the 3" sand
cushion, a minim 6" deck granular material ,A-1.1) base will be required. Type
catch basins shall be as shown on the Drawings, wi th backfil I as shown for Type A
catch basins.
Valve Vaults. Valve vault sect_tons shall beprecast reinfbw, concrete conOrrnin
to AST. ;-478. All tap sections for precast reinforced concree valve vaults shall
be pTccas t reinforced coucmte concentric cones or slag tops Offhe same quatlty as the
barrel of the vault. Valve vautts shall be supplied with factory -for etl aper�ngs to
aeear odate the various size water mains s=b that a minimum 12 inches of
clearance between the top of the vault base acid bottom of the main :art be provided.
Bowes for replat,,ement vaults on existing water mains shall be separate, one-piece
precast nxlits having a minimum thickness of 6 inches, o slab or split wttom skull
be iised. Valve vaults for oew valves shall be 4-foot, -foot; or -foot diameter.
(h) Ma oboles. Storm, s anitary, combined, uW relief sewr manhole ha=- I soctions shall
be pTeoast r nforced concrete co r m to the requix eo% ofAS'M -47 , pipe
oo xections she co)i form to ASTAM C-923. o steps shall be installed in anhole%
1 " sections for p re"st reinforced concretemanhole-s shall be precast
reinforwd concrete- ecccutric cones or slab tops of the same qualitY as the
manb ole barrel. 1- cept whue other ise indicated on Uic dravwiap, manboies sbat
have a precast moijolitbir, base with a faot'ory-iais sled bend) and othemisc be is
oonforaimice with. Illinois Depwtment of Tiansporlation Highway Standards
MANHOLE TYPE A STANDARD 1 27-. Whom indicated on the &awing,
manholes suppliod for 48" and lar oar pipes sball be of a `r%pipo� base -style
fabxieati o . 'X lw pipol ine portion of the base "T ` section sbail 0oaform to ASTMA
C-
76 and be of the same pipe class as conneoted suer pipe. 'fete riser sodioR ball
conform to ASTM C-478,
) Gasket materials for Joint Between Plwast o"'mote, sections, 100 percent
butyl rubber Yope-type gasket having a squaw of I -inch nominal Sj =
Conforming to tho pb sicai propcilies of Federal Speci fications 8S-SO0 10 as Sold
under xo trade name B-Z, Stik or equal,
Shop drawings for systom co po mts shall be .wbrnitted for approval as soon as possible,
but not less than. (N rty 3 D calendar days pii r to the time whean the components are 41t tided
to b in#�led,,
3. Deleto Anicle 602,03 in its entixety,
4. Delete Article 602,07 and wplaw it witthe following-
1 %Q2.07 Precast Win forced Coacrete, Sections. B080, barrel, One and tops ctioi)s sbali
beset as s1lo n on the Dvawin s. The joiw between precast concrete bast~ sections, barrel
sectians, coy. sections, and top s3ab sections in maDholes, -vaxrlls, cats]) ba its and Wets
ski a] I be staled wigr two ri n s o £ 100 pe-ment butyl gaskd in rope forma Stavin , a qu are CWss-
sectionof 1-inch nominal sim Adiusting rixig and, frames shall be set in full -width bas of
cement mortar.
For valve, vaulI reoon tniction, the p east bottom slab should be placed dir dy level,
undisturbed earth. Sand may be ti ed fbr final Jew)ii4 of flit, bottom oFthe excavation, but
tbicknm & a)I be kept to a praoticai miai num. In no case, shall tlic t3iie less ofsaitd used
for iet+eS ing exo d, 1-i nob. The purse of requiring tho base slab to be set on undisturbed
earth and limiting the wse of sand for leveling is to ij�mircposh-coast 01i on set€le=exit of
the repiaco omt valve vault and. Yesulting damagc to the existingwator main, The Contractor
b0111 bear the cyst of repairing Ox i5t4 aGter Maim damaged by vault settlerrmerrt.
All lift holm on proeast cWments fbr manholes, vaults, cater basins, and inlets shall be
' 6mpletei fiIled wiflx mortar and scaled with a bitumastjo material.,,
. Add the following to Article 602,10,
"i(d) All ex.is€ir�g flames, licks, grates and inlets reclaimed during construction are thje
property of the City of Ev ston. these frames H& and graft shall be moored to a
suitable place on the job for simage and made available for removal by the Owner,
(e) Al l manhole frame onstings placed shal l b v, set in ful l mortar b eds composed of one
part masonry cement to two parts sand by volume, based on dry mawdals, with no
admixtures, Castijap must be set accusafely to the finished elevation so that jao
subsequent adjustment will be roquircd. All frames will be adjwted to final gode b
;Weans ofGm retc adjusting rings, No bylekwork to pwduc;e an adjustment r.ngwill
be accepted or permitted to adjust any € ot7xre to grade. "here manholes am
located in roadways, pared al leys or paved driveways, casings skull be set to match
the longitudinal slopo an4 =88-slope of the pavement.
Ex isting, frames and )ids must not be used as temporary covers during const met ion!'
. Delete the second paragraph of Article 602.13 and replace it with the following:
"The space between the sides of the excavation and the outer s fa(= of the struet es shall
be f;iied with -1 I mate al as shown on the Drawings."
SECTION 603 - ADJUSTJN G FRAMES AND CRATES F Q AINA AND 'CI�.ITY
STRUCTURES� �
i, Delete Article 60108 and replace it -with tho followinn
" 0 .09AdjustingRings. Drainage and utility st re frames shall be adjusted to grade by
re oval of the fame and adjustment ent 'ors the struetme, prepadng the top of the structure to
receive the ntw adj ustment, insWing the proper hei ght precast concrete adjlast ing rims Cl I"
Max.) and reinstalling the frame, ail in aocordance with applicable pxovisions of Section 602,
The use of cast iron adjust big rings is prohibited."
r'
SECTION 604 - FRAMES AND GRATES
1. Add the followin to Article 04,02
f} Frames and grates furnished under this Contract shall be Gray Imn C<asfing:
conforming to the Specifications for Cray Iron Castings, AST A-48, Class 35,
Circular lids for manholes and vainis shall have har e (2 2-iiach non- anal) pick holes.
Circular lids for closing catch basins shall bave large -inch nominal) pick bales:
(g Frames and grates an stetures shall be as follow;.:
Existing inlets and swatch basins; Nov catch basins and inlets on Combined
Sewer system-,
-,
14
Fast Jordan Ixon 'flocs 1050, Type M 1 mate witli large (2 2-hich
nominal) pick hales or equal.
ii. New catch basins and type +A inl is for RjOief Sewer work -
East Jordan Tion Works 7045, Type MI C atc or"egtial.
Fla.. Manholes and vailts:
Fast Jordan 'bron Works 1050 frame and 1020 Extra Heavy D
Cover wi.lh large (2 Vx-indx nominal) pick holes or equal. Valve Vault
covers shall, be lettered "WATER!'.
iv. High capacity inl €
Fast Jordan Iron WQTks 703 5 If l Tate, T4 Back
V. NM frames and 8TAtes may be req=tDd by t'hc rmgineer during aqi u9tramt.
of oxisfil)g st atue s."
SECTION 606 - CONCRETE GUTTER. CUR13. MEDIAN, AND PAVED CATCH
ole'te Ailicle 606.01 and replace it willi thi�� following.
"606.01 Pee p#vn. This Work sbakl consist ofconcrele mb type B, combination concrete
curb and gutter type l36,1and BU2 modified, and rexnoy;Wreplacement of existing
median ."
. Add the. folio -wing Subparagmphs to Article 60 ,02-
() Base. A mixr wum of four (4") iMhes compacted f hickn s ofa Wegate base co=e
shall be placed on the scab grade prior to constraction oft e proposed wncrete curb
and guttr.
(h) Fortes. The use of a slip -form or curb inachine is allowed, but the Contractor is
advised that vwi ble face lxeight oUrb is required in many paxts of the Project to matoh
existing curbs, Yoadway parkway gmding. Addilional pavenwnt Tatch.4rg, r sWatior. or
excavation beymd the rNuiremcxm oflbis proposal, as rcquired for or xresulting f6m the
use of such a maeh c, will not be considered for additional payr pnt and should be
ronsiderecl ineidcntal to its use.
(i) Curing. Curing Shall �e in accordance witl) Aiiicle 10 .01.. Cming compoiwd
Shall lac Typo U protect all surfaces Eton sun. . During hot weather, keep
tea,ap atm of concrete below 90 domesftmes Fahmnheft. Durin coldweather, keep
temperature of concrete betwwn 54 dogrees l~ and 70 degrm F for 3 to 5 clays.
T rot t feom frost, and rapid drying for 6 days, The Cora clog sball be solely
rosponsib)e for protecting his work from vandalism. l l'vandalized concrete worIc
shall be removed and replaced at the Contractor's expense."
I Add the follovvin8 sentetuce to Article 606.0 -Placing Concrete.
`Tb?, transition fro-m ffill heig t euri to depressed curb stall be made at a maximum rate of
thxee iueht ,,; per foot of length!:'
4. Delete the last sent ee of the first paragraph of Article 606A7.
S. Add the following paragraphs to Article 606W-
"ExPansioni0in% coMiWng of Pre -Molded WwWno"expatuicniointfller,one-halfiri
tbic% s5 and two greased I -in It diamtqa dowel bars evlth expa ngion taps shalt be plated at
SO -}`cot intervak filbert curb and gutter is conz"c ted 8djaq=t to 1lexibit pavement, a 14wh
tliek ,preforrncd cx a ion joint, co &UM` 1x,8 to tho cross -Section of the, curt =d gu ttr, shall
be illmalled at points Hof zurvature for SKOA-mdWs curves and tkt co�strtuctia�t�oi� ,
onfxaction joints shall he placed between expartalon joints at distances not to exceed
twenty-five () tbet. Contraction joints shall be foar od using steel ternpla#es ono -eighth
i=11 in thicknogs, equal to the width of the gut[er or curb, and perietrating at Yeast two ()
inefies below the surface of the curb and gotter; using threequarter /4 ineh thick prererme
expansion j oint 1111er placed 11411across the curb or gutter; or by saucing to a depth ofat least
two () inches after the. concrete is four -hours, but not wore than twenty-four hours old. If
steel templates ate used} they shall be left in place �intil the conorete has set sufficiently to
hold its shape but shall be re ,ovecl while the forms are still in place. Template-fo ned or
sawed joints shah be 8ealed in accordance ,vith Miele 4 0.1 .
All co trurEtion joints, exupt adjacent to flexible pavement, shall be provided with No.
epoxy coated tee) tie bars tbiny six (3) inches long at 4" on <=ter conforming to
AASHTO -3I a.Dd M-S 3,
Add the follownig paras aph to Article 703.03:
'Tollowing,zzmpletion of installat inn of the biturninous ba eouv;e, Mader course, aAftr
s rlai,,e 0011rse along colketor kftd arterial streets, leMPOWY pavemmt centerline warkin s
shall he provided 00 the s&-M clay the biWminous bme course, bindcT course, anchor sur#`aee
eou a is installed. eRVO ry Pavement r rltin s shall be rra taxaed until permanent
rldng are 1€�s llcc€. 'e net axirai s shah bc�installed it#rin Nay (30) calends ' days
of compiction of final paving operations, perMaltcm pavement Mukinfpshafl conform to
ID91' apecificgtions, SOOtiOn 10S Pavement Marking and Seaion 1036 Pavement
mark
UY OF EVANSTON
UB,r'T,L
SECTION 01300
PART I r GENERAL
1.01. SCOPE
This section imludes general requirements Wid procedures relatcd to the ConVactoft twponsibilxties
for preparing and transwitting subraittals to dicEngineer to demcost3rate that the pcMmimice ofthe
Work will be in amordance with the Contract requirements, Submittals include schedules,
ont ctoes drawings, calcuWiom, samples, manuals, methods of onst efloa, and record
drawings. Other mquiremeats for submittals are specified under applicable septions of the Standard
Specifications,
+, 1.02. SUBMITTAL REQUIREMENTS
Not later than three days after tho pre -construction �oraferen , submit in writing a list. o sub ittals
and a list of materials d equipment tliat will be purchased giving name, addx= and telephone
number of supplier, manufactum or processor. No material shall be incorporated into the Work
until approval of the source bas been givea by Enginmr. Delivery of materials to the Contract site
prior to approval is made at the Conlractofs risk awl subi ect to lax cdiate rernovai at no cost to the
Owner, wheii it is d.ot raiined that t1w so=e is not actq)table.
1.03. CONTRACTOR'S DRAWINGS AND OWNER SUBMITTALS
A. General
Contractoes draMn s shall be neat in appearance, legible and a pbcit to ewb1c proper revio
dative to Contract compliance, They shall be complete and detailed to show fabrication,
assembly and inslallAtion details, catalog data, p=plfle#s, descriptive literature, and
performance and test data, They shall be accompanied by calculations or other sufficient
information to provide a co prehopsive dcs apfion of the st- cam, macbine or system
pwvided and its intended warner of use.
Contractor's Responsibility
,BachContractor's dmwingsubmiaed by the Contractor shoN bave aired to it the following
c ificatzon Slatement, signed by the Contractor.
"COrt cation taftme"t: By ft submittal, z hereby represent that I lave determined and
vedfied all field measerncnts, field wnstmmion criteria, materials, dimenjons, catalog
nu hers atxd similar data. and l have decked and coordinated 'a h item with other applicable
,approved drawingi =d all Contract requirements."
The review and approval of Contractofs drawings by the Enginecr shall not r4eve the
Contractor from hit tesponsibility with regard to the fulfillment of the terms cftlxe CuntracL
117
All risks of error and omission mt assmed by the Contractor, and the Engineer will have no
responsibility therefore.
o portion of the Work requidng a Cantractoes drawing shall be staffed :tor shall any
rnatedals be fabricated, delivered to the site, or insta]W ptior to the approval or qualified
approval of sueb item. lTabrlca icon perfo ed, materials ptup-hmed or on -site construction
accomplished which does not coArm to approved Contractor's drw vings and data sbail lae at
the Contractor's risL The 0 ►vner will not be liable for any expense or delay clue to corrections
or remedies required to aceornpllalb confomifty.
Contract Work, rnateriabs, fabrication, and kLgallation shall conform w tb approved
Contractor's drawings.
C. Identification
Data - All submit is for approval shall have the following identification data, as applicable,
.contained thereon or permanently adhered thereto. �
k
l . Opmer Contract u€ her.
. Project name and location.
3, Submittal Numbers. Re-subtnivais shall bar original subadual number and be
lettered.
4. Product identification.
5. Drawing title, drawing numba, revision numbex, and date of drwx ng and revision.
. Applicable Contract drawing numbers and apecifLeation section and pa graph
numbers.
7� Subcontmctor' , vendoes, and/or m=ufacturees narme, address and phone member.
. Contractor's certification Statement.
Catalog Data - Each subv�ttal of catalog data shall have the identification required as �
herei€rb fore stated.
1. Catalogs or brochures submitted in packages of multiple itenu for approval need Oke
identification only on the a teior. In such instances the identification sball include
page and catalog item nwnb is for items submitted for approval. ffone or more of
the items in such a submittal a not approved, ra-;wbm ttal of only the unapproved
items is required.
2. Catalog cuts containing various products, sizes and materials shall be Wghlighted to
show pankula items being submitted.
Space - Vacant space ofapproximately 3-1! -i el s higb by 4-inches wide shall be provided
adjacent to the identification data to veceive the En ,sneer' slaters stamp.
In
D. Shop Dmivings
Shop dravdngs shall show types, si s, ammories, weights, layouts including plaais,
elevations and sectional views, compoiwnt, assembly and installation details, and all other
inforinatkonrequired toillustra how ap ] icable portions of the Conb=lrequirement wilt
be fabricate and/or inzWled. Include maaufaquWs cerfi fled porformaarc Curves, catalog
outs, pAmphlets and de cripdve literature, as required,
R Working Drawin&
Submit world ndrawings as requi rM for (-,hanges, substitutions, contractor design itcmv,
and designed jnethoc ofconstruction. egL�jremcnts for working dxawin s evils be listed in
appropriate Specification Sections and/or in Special Provi ions. Drawings shall b
aaco ps, .led by calculation or othicr hi or ation to compleeely explain the structure, anus
desodbe its hatended use, Working drawings and calculations as submitted shall be seal,
dated and signed by a Professional Engineer, and/or St ewral Engiaecr Os appropriate,
registered hi the State ofIllinois,
eview and approval. Qfsuch d wings by the Eugineer shall not relieve the Contractor ftom
leis respowibility with regard to the fulfillment of the tors of the Contraa All risks of
error are assumed by the Contractor and the Engineer shal i have no responsibility therefore,
F. Catalog Date
Submittals copies of catalog data are mquiired for the original submittal and eaob
s bseglaent re-swb ittai that may becor#ae necessary.
Manufacturees equi me t data sball be certified and shall include materials type,
porfom)anct, cb ctcristias, voltage, phase, capacity, and similar data. Provide wirha
€ sal rams vx{Bert applicable, Indicate catalog, model and serial -numbers representing
sp=i ed equipment, Provide complete component infor adon to vcrif all speei ed
required items.
Data Identification - Each submittal shall have ail pertinent data eontais)ed therein that ne
applicable to the item sabm1aed for approva), adequately and prominently designated
x. Approval Process
Original Submittal * Copies of Patalog data specified in Item lw and ors reproducible sepia
and six legible prints of all shop and NvotEng drawio s shall be submitted to the Engineer
for approval in accordance with the Contractoes dravAngs submiWoa schedule, with all
fabrication and installation requirements, allo)Ang at lust 30 World Days for checking
and appropriate action by the Engineer, "wee copies of all Conlractoes d wings will be
returned.
Contractor's drawings will be retied, stamped with one of the following classification%
PPROV 0
o co-rrection , no marks.
Minor corrections are requlmd as noted on the submittal. All items may be fabricated as
asked without f wffi r resubmission. Resubm it corrected copy to the E ngineer.
RET1169AND RESUBMIT
Make the necessary correofions and resubmit drawings as per original submission. #fairly 30
Working Days will be allowed for checking and appropriate action by the Engineer. Only
ona stamped drawing will be tetumed.
Requixes corrections or is otherMse not in atcordance with the Contract Documents.
Correct and resubmit drawings as per original subnr s ion. Thirty (30) Working Days will �
be allowed for checking and appropriate action by the F gine r. Only one st ped 4raw g ,
will be rearmed. Inoomplete submittals or subraittals not in conformance with this
Specification will not be r d, but will be returned to the Conuactor a "net approved".
Items not reviewed or items for which submittals are not required.
Review €mod approval of Contractor's drawings by the Engineer shall not relieve the
Contractor in any way liar his responsibility with re and to tie Ufillrcment of the terms of
the ContraoL All ri sks of error are assumed by the Contractor and the Engineer shad have
no responsibility therefore.
izo
, axcessive Reviews of Contractor Drav in s and Other Submittals
The Owner's cost for Engineees effort to review Contraotor dra ings or other submittals
wbich lave been. returned two or more times stamped "REWSE AND RESUBMIT" or
"NOT A.l'I' ,OV D" slut I be borne by the Contractor at a rate of $120.00 per labor how for
services provided in 2010. Upon compledon o£eaoh subseqtxent review, the Engineer will
provide the Contmotor a summary total of hours expended in perfbrn ing the review.
Moneys clue the Owner for Engineer's cost for third and additional reviews of Contractor
dra ings and other submittals wall bo deducted from the next regular payment due the
onlradtor. The cost for these services shall be deducted from tla "Amount wed toDate",
a'te,,
from the next regular payment due the Contractor.
RECORD DRAWINGS
A. The Contractor sball kc p one record copy o all Contract Documcats, re#'erence documents,
and a]i subamis at the site is good order and w notated to slow all revisions mad. duth-ig
tht const ction promm. Sula ar otations shall be kept updated mi a sb)glc set of Contract
Drawings and MIJ bt inspected monthly. Fail= to maintain cuuent record dXavvings will
because to delay progress payments. Record drawings shall be available to the Engineer at
all ties during the, life of the Contract.
All drawings and Contretetoes submittals shall be made. a part of the mcord drawir s and
shall 4-iolude the following.,
Contract. Drawings - Contractor shall axwotate or redraft-, as requked, to show all revisions,
wbstztutions, variations, omissions and discrepwicies mado or discovered during
co stmWon conc=)ing location and depth of utilities, pipmg, duct banks, condolts,
manholes, pumps, valves, vary Its, and other equipment. Revisions shall be made and shown
on all daawing views with actual dimensions establis ed to permment points,
ontmctoes Drawings - Same as above. include, ror example, piping layouts; and duct
layout . Suctions and details shall be added as required, for clarity. Prior to prelhTADMy
i nspection, furnish a reproducible of the record drawings. At the completion offt Contract
and before € nal pa meat is rude, fornish the Engp neer one set of reproducible of the finAly
approved rccovd dra ngs reflecting a]i revisions herein described.
C. The Contractor shall keep a complote to -date record of the actual construction ofali work
called for uar &Y the Plmis and Specifications of this contract and as ordwed by the Engi =.
pail coluplefion of this contract, the Contractor shall furnish to t ngineer record
contract plan drawings where chaai from ll)e original plays have occur d.
The. Engineer will make avai l able to the Contractor one set of fW I si ze prints of the or al
convact drawings on whiiDh the ontractor steal I make the necesary changes to indicate tb
major changes. The changes shall be made with opaque Higgins carwino red ink, or
approved equal, using standad drafting procedures.
Record drawings on Mylar v411 be prepared by the Engineer based on the changes i adicated
by the Contractor. All record dfawings on Mylar -for this contract sW he sigaed by the
Contractor certifying to its major corrections.
PART 2 - PRODUCTS
Not applicable to this section.
PART T 3- EXECUTION
Not applicable to this section.
PART 4 - PAYMENT
Not separate payment wiH be amde for the work in this secdon; all the costs ofsucb work shall be `
collsidered incidental to the items of work to wMch they pertain.
ND OF SECTION
MY OF EVANSTON
SECTION 01568
PART 1 - GENERAL
1.01. ENVIRONMENTAL PROTECTION
' `lie Contractor shall be ros onsible for fu rni3Oiing ali necessary it,=F for fulfilling the
Work d cribcd herein for eaviror eiital proled ion izacluding prevend on and 011tol of
erosion and sedimcatation ftt ur,,ult di of y or indirectly frOm the PrO,ct.
1,0 . PREVENTION OF WATER POLLUTION
'rho Cojjtjtor shall take ail such pi-eoaulions in the conduct of his operations as may be
� ccp-saxy to avoid contaminating the water is adjacent watercovrses or water storage
areas includin ,x1e)Is w ethcw natural or man-made.
Ail cartwork, movie 9 of eqU ipmemt, wat 3r eontml of c avati011s, € nd Other OPOMtiOns
likcly to create siIfing, sbalI be, oo ducted so as to i hfi ixe pollution of watercourses ox
wale` storage areas.
1 atev used daring the Contract Work, vwb ich has become contaminates v� th oil,
bitumom, ha-xfui or obj ctionabi ol,hmnicals, sewage or other pollulAnts, shaiI b
disposed of so as to avoid affecting ail nearby water and lands. Ueda no circu . tanms
shall (110 Contractor discharge poiluWts into any watucomse or water storage area. DO
not aiioNv water used in aggrcgate pmmsing, wncretc curing, roundation acid concTete
lift olea UP or arty other waste to directly inter a stream untreated. VnIen water from
adjacent natuml souroos is vsed is the Conlract Work, iataU, inetbod small bo such as to
avoid contaminating the souree of supply or becoming a source of Msion or
sedimentation,
1.0 , NOISE AND AIR POLLUTION CONTROL
Conduct operations so as not to violate any applicable ordinances, MV labors, rules and
Iwxs in effect in the area at the data of bid Qpening pc airing to noise and air pollution
and to conform to all provisions in effect at the date of bid ope6ng as set forth in the
Rules and Regulations aQveming tho Control o#'Air Pollution alid noise pollution in the
Stale of 111inols,
1.04. PLANT PEST CONTROL
All scan moving or handling eq ipmont that has operated 41 or v lli operate in 3regmlaid
areas shall be subject to plant quaiantine regal bons, In general, these regplations retlul
the thorough oleaniag of soil from egaipment ba om such equipment is moved fko
regulated areas to unigested areas. Complete infonnalion may be obtained from (lie
re ionaI office of the Plant Pest Control Division, of the United States Department of
ALiclture.
1.05, PRESERVATION F NATURAL RrESOUI C S
All const et[on operations, contract work, dean up and the condition Qfthe Adja0ent
terrain upon compietioli of the Work steel l fitity comply with all applicable regulations
acid laces concerning the preservation of natural resources.
1.06. DUST CONTROL
Tbxonhout the entire constr4c on period, maintain dust control by use of water
priers or the ieai dust control -binder as may be app ved by the Engineer.
FART - #PRODUCTS
Not applicable to ibis section.
PART 3 - EXECUTION
Not applicable to this section.
PART 4 - PAYMENT
0 separate payment will be made for the work in this S tlon; ail the costs of such work
sball be considered incidental to t o items of work to --Web they perta�i.
END OF SECTION
I z
STATE OF MUNOIS
CITY OF EvANSTON
SPECIAL PROVISIONS
AND STANDARD.DETAILS
) r4,CTION 20000
I
11 Ohms Department
of Transportation
Special Provisions
The following Speciat Provisions supplement the " tandarl Sperfficalions fox Road and Bridge Con$MliAorP, Adopted
janu 1+ 1, 007 , tho latest edition of the "Man Ual on Uniform Traffic Control Devices for €reet�,
n-d Highways", and the 'Manija# of Test Procedures of Materiws" en effect on the date of €rev€Cat€ors of Ws, and the
uppternenia€ spedfications and Recurding Special Provisions Indicated on the Check here in which apply to
and govern the construction of P 4R -110 . ar-d in O&SO of conf ct with any part, or
parts, of said SperAcations, the saki pr,�cxa€ Provisiofts sbe€E take precedence and sha;f govern.
Nge I of I SLR 1'1310 (Roo- �JOS)
Peinlpij on J1W201 i 9:2 i N Ash
INDEX
FOR
SUPPLEMEWAL SPECIFICATIONS
/NJRECURRENG SPECIAL PROVISIONS
Adopted Jmnwarf1.2011
?M�,ndmxWn0|oxmftUfQ
ofSUPPLEMENTAL SPECIFICATIONS and RnWwo|/yvnw REMUMIR|NGSPECIAL
pROY|S|OyS.
ERRATA SUwndprd Spo68nift*s for Road�nd 8ddq-pC=ft-Wo«(Adopted 14-07}(Rewipi�114-11)
AVPEV-MMTALSPEC/FtCA?�MNS,
F=12p.
201
Clearing, TrvwB RannovAomdPxta9%wn..................................................................................................
1
206
E'nbvnkmvmt ---..,.,._....,.,..-..-...'....,....-.........-'..---._--------------'
2
251
MNa......................................................................................................................... --.......... _..........
3
263
,._-,---,,.---'-'~'--..'--.'-'.'..-~-'.-~
4
280
'--._—__-._--__'.---___—__-
6
406
Hot-Mlx .................. ............. .................................... .....................
r
*%()
9pdnnd(,Dmon|CnnotimwPmmrront................................................. ............................ ......-.-.-
11
445
ReVeOvo C=k QmWl Trekatmmnt '-_—.-.-.................................................................................
12
01
Rxmxnwzflwf Uxtmg ........ .......... ---- ............... ..,.........,.,... .---- ,.....'..'.
Is
W2Expa»aUonft�r
..................................................... ............ ....................................................
16
503
01nonin............................................................ .......................................... ................
17
W4
Pnpr,�t CrnoneW8hno*/m ----.------------.-------.--.-------.---
1a
005
SAmel$1mdums ------------.----------------`-----'....-..-'---..-
19
508
ftlnfon#n�mBprs............. ,............ _....-,...-,...-.—.,.,-,_..-...................... -........ .....
%D
540
ftx ___--'_.__--__--___-.
21
5$1
—............... _-_'~,-,^'~-'-..... ...... --- .....
22
606
BM Paved DRcb...................................................................................
23
630
-51cul MWRn= Gozardnali ,........................... ............................. —.----_............ ... '_.-.....
24
633
Removing and RmormIng Gm»rdtali and TxnM145 ................... :........................... ...............................
26
637
Cor�cxft Bamefe�r ,........ ............... .................. --- ... ....................................... -.............................
20
1�64
Chnrn LIo< renc(r....................................................................................................................................
27
669
Rvn�wval�md ..... ........... -.--...... ---- ........... ---- ... _
28
672
Sealing AWOdcmod Watu Wells --.-'---_—__----.._-----_.-.--_
n
701
W*A Z4meTomffir, Control $AdProt4pNon .............. -...... .....................................................................
30
724
Sip PmMbnnd................................................ ,.......... ,.....,......... ,._.,.......
32
721.........
_......... -.-..'..............................................
38
732
................................. .......................... ...... '..........
34
726
K�oPpi�t Marki�x ..... _----._.--'.~--........................... ....................................
30
735
O*eftmd Sip Stclw .......... ........................................ ..................... ,..-.................. ................
36
noP&OMOM........
,._.-,.'.'.,.,.,.-...... ...... ...................... ..-...-..................... ............. -..
37
762
PMumaWReIrWonc.................................................................................................................................
42
783
Pmmmnnt ._.-.-.—.................... ......... ,............. -......... '
43
W1
Ekenaftm ---'._--__-.._-_—_—..__--____..-_-__
44
BUS
MW/*ftM S*pVim InMafthn-Tn#ftc SiUmv4............ ,-,..,.,_...-,-.-............... ---- ,......... -
4,15)
821
Roadway Lumina4e& _----_.—.--.--'--.--.._..--__-.--_.---..--.
46
$36
Me Fnm&rfion .................................................. -.'.......-.,.,.-.,..,.-.'--.,..._,......... ,._
47
an
Bmwway 1)m'Ooef� -
48
843
Removal of ..............................................................
4$
a62,-...—.----------'------'._-
..................
60
673
Cable _-._--___—__.,-__.__----_-__—
S?
$yA1
1inhk,, ftea|0�m#eteFounUa8nn -'.'.'---.....................................................................................
5*
10Q3Fne
....................................................... ...................................... .................. ...................
50
1$$4
Cw=c -'-'~---'-~.11—.... ..........................................................................
56
1005
Stone and S*okenCon#nlc .-._-...............................................
67
1000
Mnl-�ds�.... -...... .............................. .........................................................................................................
58
18"
st"I _--_—__-__---_-.-'-----_._—.-,.._-.,,'__.
60
1020
PmLjad Cement CORM10 ...... ...........,,...................................
66
1022
oncri.,wo c ag rMat, U)js�„................................................................................................... , ....,
77
1024
NorksFyFdnk G=1 ................—-........ .,.,,..,..,,.,...,....,..-.,-..,,..,..,..,,....... ..,,,...,.,..,............. ............. ..-.,,.. -.,
78
1026
conceoto ......................... .......................... . ...... . ............. . . . ................ . ......
70
4032
Bilunfinm matt da% .. . .................... ................. --...... .. , ................... ...,..........,.........
97
1042
Preci)st Concrete Pfadmta .................... ...... ...... ........... .. .. „ , ..., ,,,,.,,.,...................... ,,,,
90
1062
Ref leave Cra0k COW01 Systm ................ ...... ---- ...... ...,--......... ..,.....,,.,..,.,-..,..,-..-,,.-.-.,..,-.,.,,....,,.,-
2
1069
Poo a and Tower ...-- ........................,,,,..,..,.,,..,,,,,..,..,,,,,,,,,,...,,,.,.,,.,,.,,..,,.,.,.... .....
N
1074
C`(i3 UM OQOPMerit ...... . .............................. . ........ ,..,..,..,..,..,.,.,,. ,~ .................
q!
1076
WV a �wd Ca ...................... .... „ ,,, ...................... ., ,.....,,,,,.,,,..,,..,,,..,..,,.............................—.
102
1077
Post and kwnOdon
103
108#
F8tsft WNFWi .... . ... .. ........................................ .......
145
1081
M:MOO� for Manong ........................... ....... ...... ..-- ... ---- ............... ..-.. .........
1w
1[1$3
...... . .. „ . . .:......„.,..............„.........,...........,...............................
IOU
Mo8,.gn
Bssa ........................................... .................... ....... -- ........ ..,..,....,,..,,,...,. ..,.....,.., ,.
1E33
1091
Egrk FICA ,.................................................... . ... ..... . ...........
1I1
'E092
Sign
119
1483
Sign supNft .................... . .. ..... .. ... .-.................................................... ..,........,.,..................
120
1094
Ove0raad Sip Stnictures ............... ....... ............ ---- .......... .,,.,,..,,.,..,-..,,.-.......... ....... .,,-..,..,......,,,:,_,
122
1 5
PaVOFAer)t Matk'rrg� , „„:„:...... .......... .....,..,.,,..,,..,..,.,...,.......,....,..,........,.................. ,................
128
1097
...... - . ........ ..,,.-..-.. .._......,-.,,..,,. .....,.. : .,.. ,..................
136- �
110i
F...............................,..,..,.,....,............................... .. ......... , . .........
en'�rW EgWpment . ....".
'E 7 ,
1102
Hot" Ex Asphalt EgOpmn tnt-, ....... ,,,,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,,,,,,,,, ,- -. ,.. ,,. ,.,,,, .,.,,,,..,,.
138
M3
Pofk nd ComnE CoricriM E;gWpM 9'pt ........... ........... . . ...... . ..,,..,.,....... ---- ......
140
4405
Ravoment marklilo E qu;p AE......... .......... ....... ..
141
1106
Work&-* EWrrc; Control Mvic .......................... . ....... . . . ................... ... . .............. .
143
CHECK SHEET
FOR
RECURRING SPECIAL PROVISIONS
AilopW ,Ianwry 1, 2011
Tho fbilowiq RECUMNO SPECIAL PROVISIONS :ntdlWed by on '?Cr arc appi€c bia fo this ootttW and aye indLpkd by I-er" m
RECU-RfilhiG ZEE9
Addih3 SIate kmwromwm f6t Foorai-aid Con36 0a% (Eff. 2-1-69) ,,,,,,,,,,,,
9d5
. 0 Strb9 of Coritracts (Fademl Aid Cants s) P. 1-1.88) (Rim -1 3),,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,„.............................., ... r ........
148
3 0 EEO(Eff.7-21-78)(Rov,11A"0). ,. ................ ,
"�-r$
l
4 Specfic Fggml E"IOyraertt Cppvttam: Rasp m1bRr�l n rr fe ra€� d or�tma (Eff.'3 #i�9} (130. 1 -1 -V) ..t ........ .
159
5 R and Ptov its - `iots Cov##r~acts (F1f, 4-1-56) (Rev.1-1-10)3 ...................................................... ....... tr r ............ , ...........
164
8 Rasornd............"•,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,„--,,.-„t-,,,..,.-,.,.,.,,,......,...........,.,,..,-,,,,-,,,.,.-,.,,,.,,,,,,,,.,,,,,,,.,,.....,,...r,...I............................
169
VO
7 Rmkv d _ ....................................................... ..,.,.....................
$�r ftI l�oa €r r '.torsi g , OEiant or pora,y rear r sslr ga srtd 1p-M m Work - 1-2- v. 1-198) ......,,,„
171
J Fj i'oAS4iF lim Laycml Sa s Exospt for Brides" (Eff.14-90) (Rov,1-9.... ...................... ...,,,,,
1
1 Co1iMrttcVwi f.ayottt Stakes (EI€. 5-193) (#rev,1-1-W)..... ................................................................... r .................,,., ,,,,, „ „ ,,,,,.
175
11 1)s,sof eot Ade. F+tWr, for ROmadCfmlp,g(Eff.iA )(ksva 1-1`07),,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,t,......,,.,...................................
176
12 0 &Wavriq of 01=4 Ie Rmml* (Ff1,11-1-84) (Rev. 1.1-07)............... ....................... ... r ,,.,.,..,..,..,„................. ,,,,,,,,,.
1$0
13 0 #Sot-MIx komtt Swtiw Raranwal (W6,Wpm) (Elf. 11-1-37) (Rev. I -I-%) ........... „ ... ,. „ . . .... . ...... ............,..,.,,t,.,,. „
184
14 fj Pavemeot amd ftvfdc� Rr:st,arfadq (Eff. 2-1-0 (Rpm 1.1.99) ..... • . ...... . . ...... .................................................... .
18
15 0 PCC ParWl biepth Hot -MIX A-IpbaA Fat �ng (Etf. 1.198) ftv, 1-1•07) , , . „ .. ........... ........t.„,........................ ,,,,, ,t ...
1V
14 0 FrrW0.9 vAh lei -MIA AMA84 Qvor yR0101A {E fr 104.95) {Rev.1^1 ............... -- ..,,,,,, ,
199
17 0 �+�erC�ncreta(F_#E 8'1_gq (ReV, 1-1a)....................................................... ......... ... ... ................. . .. „-11111 ......
1
18 FUC MpOor(E fr 4.1.04) (RV, 1-9....... ............................... ,........,............................
192
19 Fipr: Under"En (E f. 9.9.87) (Rerv-1-1,07)..................................... „ ...... -. „ ............... ,,, ,...,..,...,...,..,,.,.,.......................
193
20 �arcfra�i amd 8affiorWsla WE ,, lcm (Eff.12-16-93) (f2G+.1-1-97)......... . . . .... . ... .. . ..... .........................................
194
2.1 BIeydin Racks( . 4-14A) (Rev, 1-1-07). , ,.......................................... , ...- , , ...... ., . , ,,,..,,t.................
1-1-00)
198
2Ao
22 Tota+Y Olaf Smrm System (Eft. (Rev.1-1LOT) ................. . .......... . .......... ......................... „ ......
23 Tomp racy PoObiiB Br"dp T frc %p;519 (Et4, 8-1-03) (Rv, 1-1.071................................................................................... _ ,,,,,
�02
24 WOW Zone Vi(. WDma5on URM; (CO.9-1-02) (Rev, 14,07) ........................... ........ I ...............
M4
25 *lit rru Irtspadion of RoAway WKnq l ff, 5-1,95).................................................... . ......................................................
X5
26 EVsb S0stI€ 6vt of Wk SoTin (Ftf, 7-1-M.................................. „................................. ,,,, ,,....,.,,....,,,,,,....,,,,,,,,,,,,,,......I
ZD5
27 E) F 110 StWWWn of W& Ear OTfemenI Bi rs (F1:f. 4-1. 6) (Rev, 1-1-03) ...............",,.,,,,,.,,,,,,,..,..,.,,.,,,..,,,,,,,..,..,,,,,,.,,,...........
707
28 0 U6= Chii rdds Aocel&ra€pr for FoAtW CemenR COncroto(F#t, 9-9•r31),,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,I........
�98
8-1-
CSC of Concrete f� tyros a #€� ma(Eff. ) {Rtm 5-1-11) , , , , ..... ..........................
210
31 qayAssiimce of ConcmW MiAmS ( , 4-3-92) (Rev, 1-1-11)........ ........ ........................t„t..,.. ,.......,,,,,,,
218
37. Asbestos BlaaMq Pad R nvaf (Eff. i'k-1-03)...........1.1....1............... „ ............ ....... ,,,, .,,,,................,,.......,.,....,.. ,,,, ,. ,,,,,,,
33 E] Asbestos W-Mix AspWt t iOwEc Reff*VA (F..ff, 6'1-8q) (Rov. 1-1-09),,,,,,,..........................................
231
CHECK SHEET
FOR
RECUMNG LOCA€. RMS A140 STREET $PECML PPOV€ ION
Ad*W Jamaty 1, 2011
Tho f0o RECUR NG LOCAL ROADS AND STREETS SPECIAL PROV€SIONS ildic W by 2m 4r in aMka W this corftO aW ara
ir;c0.tdw by reference:
C . POADS ANO SPREE`S SPECIAL. PROVi iONS
Cgcx SHEET it PA E �.
LRS1 fuse d ,,,,,,,,,,,,,,,,,,, , , , ,, ............, ,,.,.. , ......................... , .., ,,,.,,„„ , ,,.,,,,,.......... .............. ....,...,,,, , , , , ,,......
233
Mq 2 Fu shed Ca va (0.1-1-09) (Rev,1.-On ... ___ .... „ , , ,
2m
LRS; 3 Q ork Zone TrrfvcQx rol {E!#, (Rev.1-1-1Q)..... . ............ ........................................... t„t................... , t, „ , .......
235
F2S4 [ pia ers irx Wosk Zo=t (Cff, -1• 9) {# ov. I.1 0#) , . „ , .., , ,,,,.,................ . . ....t....
.LRS 5 rrs (W,1-1-021 {ftau i•t-o7.236
..... , ......, , ........... . , ..........
37
LRS 6 [ ceding and Conflon�; for umtw NoPMN (",1-1-02) .._........ .. .......... „ , , .......... , , .......,. , , ...... ..
238
M 7 D Ming RoqtjWmtWw vid Con&ikos toi MaM6,11 Prop=% (Eff,1-1-02) (Rwx 14-04. ,....I ... ......... . „ „ ............ t „ ...........
244
ips8 Rosomod .... „ ..... ,„.............................................................................................. . . ..... . „ , ........... ,,.,.,.,.,... , .,.,.
M
LRS 9 0 Dlumiflous Sarface Tr"lMnts (Eff. 1-# 99 JRov. 1-1-11)....................... „ .........., ..................... , , ..... , ..,..,.......,..,,,..,.-.,..
261
LRS10 Raservd ...... . . ................ „ , ...................,.,,,............................. ,,,„ . , , ........... , , .... ,,.-,-,.,..-.,...,............
252
LRS II Erwkpk l Ps-. C trt (M M-99) .................. . ......_,_..... ................ „ , ..................,„„ , „ ...... , ,........................
253
€ RS 12 Wta s of Er yogis on PAM WofkC (F#f.( ay.1-1-10)..................... „ , ......... , , „ , , .........................
255
�.
LM 13 Sefectio of Wbor (Eff, 1-1-99) ., . .......... .......... ..,..,,,...........................................1.—
256
€ RS 14 RMN Bgr k $ftd ConomtB Pavv PaV mmits mW Veymlkk; (Eff. 1-1-044 (Rev.1.1.0 }„ .... , „ ..........
2V
Mis................... —...................,,,,, „ „ , , ,.,..,,, . „ ,. , .,,.....,,,-.,,,,,,,,,.,,., .
20D
€.EIS 16 ED Prof823ls on i ocat U t9s (Etf,1-1-07). t ,t„ „ ., ...... . ..... . ....... „ ,,, „ „ , , ...-..........,.......... ............... ,t
261
LRS17 Subgwco Abuts pre Rlon Pmgmr? (Eff. -# €}8 # 0;+,1-1-08)............................................... ........ _................ ..................
262
BDEi SPECIAL PROVtS IONS
l=or the Jetnuwy 21 and Mamh 11. 2011 Letllfigs
The ColloWng special pravts*ns indlcOted ley ark wx° are appkabtc to ,ors conlr c! and rtvill be InoWded by the Pmjet�t
Development and ImplementaEton SWion Pf the BED E Are " sndlrates a now or rev#see special pfovlsion for the let#ing.
File marnr�
0
Ij 1 Pr vi on Ttle
gff§A
RkV_:jACLq
802AU
1
eve Grade Inlet Proto on
joy 1. 2009
80095
2
Aooesslblct PedeWan SIgnals (ASPS)
April 1. 2003
.far), 1, 2007
8024
3
American recovery and Relnvesl erit A of Provislorts
Aprlt 1, 209
80236
4
American recovery and R4olnvostM4ernt Act SlgNnq
ApA 1, 2009
April 15, 2009
40'#8e
Aikaii-smoa 1��;as:uw for cast-in-PlaceCwmcfete
Aug. 1, 2007
Jan. 1, 2009
80213
B
M - A lkali- ilir # Reeotior} for PrG a t rsd PMCaSt Prt•<stress ed COMFOO
Jars. 1, 2009
W207
7
Approvel of Propo i�d Borfow Arew% We Afeas, andfor Waste Arias
Nov. 1, 2008
Nov. 1. 2010
(NOTE, This spe#al provision was previousty named *i pprowaf of
Propawd Bormw Areas, Usv Area,,;. andlor W=t4 AMas Inside
lmnois slaa ftfidew)
80192
8
Automated Flaner AkWar a Dev2ce
jw�' 1. 2008
80173
9
81Wminou,% Materl is Cost Adjustrr;ents
Nov. 2, 2006
Aprl 1, 2009
0241
10
Brid0e Demoiilbn 17OW,,;
,tiny 1, 209
$0201
11
Building Rewvel-Case I (Non -Friable elld Friable As stonv)
Sept. 1, 1990
Aphl 1, 2010
,50461
12
130ding Removal -Case IJ (t on-Frlable Asbestos)
Sept. 1, 1990
April 1, 2010
50401
13
801ding Removal -Case Ili (Friable Nsbe$Ws)
Sept. 1, 1990
A pr1l 1. 2010
50581
14
Sultding ReMoval- Case IV (N(p Asp sl )
Sept. 1, 11990
April 1, 2010
wie6
16
coment
,far#. 1, 2007
April 1, 2009
60260
98
Cerffkzaftn of MoW f;abricater
jtily 1, 2010
60198
17
Compietim Date (via 0alendar days)
AP61 1. 2008
80199
18
Compldm Date (via t lert usa �fd r dqs) M091N Days
April 1, 2008
80094
1# )
� C(mcretaAdmlxturt•:s
Jan. 1, 2003
April 1, 2009
$0215
20
onmte ,point Smiler
,€are. 1, 2009
80225
21
conmte M' Deslgns
Apr#I I, 2009
80261
22
Const rvc on Air Owlity -- Diesel Retrofit
June 12010
80237
23
Condructim Air Quality - Diesei Vettlole Emissrws COMMI
April 1, 2009
July 1, 2009
8D738
24
,/ tr slmc im Air Qua€k - ld irrg RosRrlct€or#
April 12009
$02 7
26
Delem-mbar of Thlckr;ess
April 12009
60177
26
E3lgltal TeiTgin Wdelirrg for Eaftwork Calwlalioms
April 1, 207
80029
27
€ 40
Sept 1 2000
Jan, 2010
I.
1 k
80189
30
Equipmwit Rental metes
Aug. 2. 2007
.ism. 2. 2008
80228
31
Flag er at Side Roads and Entrar ees
Aprlt 1, 2009
30249
32
,! Frames and Grates
.parr. 1, 2010
�Fve,$
02"
34
Cost Adjustment
April 1. 2009
.piny f, 2009
60169
30
High Tension Oatft Meftn E rrler
Jan, 1, 2007
Aprll 1, 2009
80194
36
�
FiMA -- Hauling on PiaMally Corr.pleted Fall -Depth Pavement
,ran. 1, 2008
6O2A5
37
Hot -Mix Aspheit -Anil- tr pping A ddsflve-
Nov,1, 200
80246
38
_
V Hot -Mix Aspbalt - Densily 'l`esgng of Longitudinal Joints
Jan. 1, 2010
$0250
39
Hot -Mix Asphalt - Drop -Offs
,are. 1, 2010
SDP59
40
Ha Mix Asphalt w Pima Aggnq to
April 1, ()I o
80100
41
IrnpaotAttenliators
Nov, 1, 2003
Play, 1, 2008
80110
42
Impact A%M)ator , TeTn rery
Nov. 1, 2003
Jars, 1, 2007
80262
43
improved Sobgrade .- - - - . .� � �.. � �� �W� �_u__Jab
1, 010
- - -- y--
80046 47
$0203 48
0185 49
238 59
miI Transfer Ili im
metal Hardmie Cw9 into conmte
moiswre cured ure#hane Pairkt System
jw{ a 15,1999
April 1, .2008
Nvv, 1, 2006
APOI 1, 200
Jan. 1, 2009
April l . 2000
Jam 1, 2010
jars. 1. 2010
180
53
Nattonal PI. IDISd3F-rge Effmina Cori System I Eio$lan am
APOI 1, =7
Nov, i, 2t749
� Sediment Control Defidency Dedudon
802OR
54
Nighttime W-16i c Zone Lighting -
Nov, 9, 2008
80231
55
Pave= nt Marking Removal;
ApI611, 2009
0204
56
Pavement PaIMM
Jan, I � 2010
60022
157
V pay er#t�; to 8Vi=t1bMCtOrS
jone 1, 2000
plan, 1, 206
80232
58
P1 CU ft
ApA11.20D9
A rl1 i 2010
02 i
60
�csr#�ar�l �rrent sn�r�t� lh?�y or Qv�rlay
Nov. �, 2008
$0217
61
most Ups for Exuded fUuminum u s
Jan, i, 2009
OWIMMM
80171
63
Prerad Handling Holey
Jan, 9, 007
80218
64
PMvenWe Wntenanr s — Siturf€nous urfa� Treatment
JaPA, 2009
April 1, 2009
$0219
65
— Cape Seal
,parr. 1. 2009
April 1. 2009
80220
66
y� Preventive Maiofen a — hVm—S rr ckrag
,Ian- 1, 2-009
80221
67
Prev tW a]ntenanw -- slurry Seat
Jan. 1, 2009
$0016
08
Public vedience rind Safety
Jan. 1, 2000
34261
69
M Rak#road Proteclive Liability trxsuran
00? % 1,1966
Jan- 1, 2006
80157
70
Rai€road Protective Uarbklity lrksura ncce (5 arid 10)
Jim. i, 2006
80247
71
Raised Reflective Pavement #Ulaftfs
Nov, i, 2009
Aprll 111, 2010
RMM
fflaffi-Ii [
80224
73
Restoring Bridge Approach Pavements Using Hi b-DemAty Doom
,tan. 1, 2009
80131
74
- Si3edifig
,duly 1. 2004
July 1. 2010
8{1264
7-5
� Selection of Labor
July 2. 2010
80152
78
Self-Cons0dating Oonmte for Gast-Irx-Pjaca a Constrartion
Nov. 1, 2005
,July 1, 2010
60132
i T
If- ar °vds"dc f9r«g artc to for Pr casf Products
JWy 1, 2004
JOy 1, 2010
60127
7a
teei mt1 jo*neat
April7,2004
April1.2009
BUSS
7
Stores MaRix Asphalt
,tan- i, 2019
$0234
$0
Storm ; wogs
Ap41 i, 20D9
April 1, 2010
80143
81
6iI;bcoTijm :tor Mobilization Payment$
April 2, 200
80076
32
Surface TeOrka Gf Pavements
A r'I #, 2002
Jm l r 2007
-
.
Stl
'T�r fi�l #�av�'rrc3t7t darker
.� p. 9 7 09
-
8#3
$9
Tr-affo Ba ar TerMinal, ITS
,parr. 1 21�i�
s
20338
83
Training Spo 4 Provisions
Oct. 15, 1975
802,58
89
,Jars. i, 2010
B0071
90
mrking mys
,Ian. f, 2002
The f0110 ding spedal WWWores are in the 2011 tppleM4antal and Recur;inq Sp8clal ProvWons;
!"i#c, Name
CFW1 PMV4it?rf-Tit[a
$0214
Concrete Gutter, Type A
80178
Dowel Bars
0201
Hot -Mix Asphalt -- Plant Test Frequi�.,r3cy
80251
Hot-Mbt Alpha€t — Ct 10A Acceptance Weria
8€3 02
I+>t.M1x Asphalt y- TfansporWon
80196
Mast Arm Assey and Pole
801a2
Noyatlon of po&ced Wdth
80063
Organic zinc -Rich F gmt Systern
=I6
Padal Exit Romp Closure fbr Fremayf proumy
8020
t
personal Protect ve Equipment
8G119
Po"a paves ent Wrxing
80170
Po and Cement Conorete Plants
80211
Prisr aft, Curb Reftec rs
60223
Ramp Closure fbr Fre"ayl xpressway
80183
Regeefive SheAfing on Channelizing Devices
80206
Lars — Storage and Protection
80176
Thermoplast€c Pavement Masking
NM.LQca#sorb
E euise
Articte 606.07
Jan. 1, 2009
Ards#) 1OW. 11
April 1, 2007
.tag, #, 2008
Arfitle IO3E 05
April 1, 2008
Jan. 1, 2010
Arf cr a 1030.05
Ja). 1, 2010
ArF ('Ie 1030.08
Apra€ 1, € 08
Affida 1077,03
Jars_ 1, 2008
,fan. 1, 2000
Aftle 701-06
Apra 1, 2007
Artieto 1008,06
Nov, 1, 2001
Jan. 1, 2010
;ectiort 701
3an. 1,
,ry
Artiictt/yy�fy01 ,12
ryyO��09
.
4}i[l08Secti
J f'y �`'�yy�
1095
Aprilov. ,1
+
04
lrym 00
f os
fib }
Arfitla 1020.11
jp
Jan, 1, 2007
A�rp#,to{+lest 782,03 and 1007,04
Nov, 00[8
Section 701
.1{ Y
Jan. 1, 2009
Articte 1106 02
A it 1, 2007
Nov. 1, 2008
Artiste 508,03
Aug,1.200$
April 1, 2009
Art le 1096.01
,parr, 1, 2007
The l;eMN spedal p vision8 require oddiffonall information from the designer. The addf#iorl&t [nf%matlan needs #1 be
included in a separate document aftached to this elects shoe#, The Project Development and Impp errmentaUM sectloti VAII then
Enc#Lldo the infbrntatson In the applioable special proves€pig. The Special Provisions are:
Bridge Demolltiorr mbft
• sww."N Removal -Case 1
sl iming Relnovat- v�v 11
• awding removal -case IIt
Bu ing RernNov ne W
C:4mpWData
corrk*l oqD1W Plus M:kip Days
013E POic9pation
• Matorial Tr;R mfer Mvice
r ftikaEid Ppotodivo t.iW`ty IAPVr;�ncff
■ Trainin $p+4O sl Provisions
Wolking Days
TE MPF-RATUR CONTROL FOR CONCIZETE P LAC EMENT (DI TRI GT ONE)
Effective: May 1, 2007
Delete the se and and third sentences of the second paragraph of Arlicle ' 020.14(a) of the
Standard Specifications.
SSW OF RAP (I)1ST 1)
Effective, January I, 2007
Revisal, July 1, 2009
In Article 1030-02(g) of the Standard Specftatlons, delete the last sentence of the first
paragraph in (Note 2).
Revise Section 1031 of the Standard Specifications to read:
°SECTION 1031, RECLAIME0 ASPHALT PAVEMENT
1031.01 Description. Reclaimed osphalt pavement (RAP) results front the cold milting or
crushing of are' testing hot -mix asphaR (FI A) pavement. The Contractor shall supply written
documentation that the RAC' or hated fxorn routs or airfields under federa$, state, or local `
agency jurisdiction. 'rim contractors can al d requett that a pro ssed pile b6 tested by the
Depa. t eht to detern�rte the aggregate quality as &Str lbed In Article ' 031.04, herein.
1031:0 , tockoltee. The donftotor shall e6mkict individual, sealed RAP stockpiles
meeting one of € e foilowing-defirritiorfs. No additiohal RAP shalI be adders to the pile after the
pile has been salad. S took pil g sW1 b6 sufticiengy separated to parent intermingling at the
base. Stockpiles- shall be identified by signs indicating the type and size as listed below (W.
� omo enous Surface').
Prior to miitifi or -re val of -an Fllx A pavernent, the Contactor may request the District to
provide vedf !cafion of the existing mix composition to glarify appropriate stockpile.
Via) ,I•`ioroo eneous. - Ho ogon'cous RAP stockpiles shall consist of RAP frohl 1409s t,
uperpave (High ESAL), A (High:ESAQ� & equivalent € fixtures and r prbs nt: I )
the s,9a aggregate cttalit , but shall. be at least C quality', 2) the sari typ6 of crushed �.
``a gtepte (either- rw4hed; natural aggregate, A BF . slag, or steel slag); 3) similar
gr d6tion; and 4) shinifar asphalt binder` o tdrrt. if approved by the Enginebr, oo bined
single pass €�rfeoe/binder'.rrOlin s may be considered "horhogenoW with 6 gUalit
riAting dictated by -the low6 t ca rse a fire§et quality prosent in the rt kture.
(b) Conglomet-ate 518, C'oh&rntrate- 518 RAP stockpiles shalt consist of RAPP-fros Class t,
up rpave (High E AL), HkA (High ES L), gar equivalent mM re . , The coarse
aggregate M this RAP shall be crushed aggr ote and may represent mom° than one
aggregate type andlo� cfoaffity but shalt be at least G quality, Thi RAP rimy Dave an
inconsistent. raclaUon shdior asphalt binder oontent prior to pr6c6ssing. All
conglornerate 518 RAC* shM be processed prior to tesUng by crushing to inhere atl RAP
shall pass the 518 ift, (16 a1m) or smaller screen,
(c) Conglomerate 318. Conglomerate 318 RAP stoc pites stall consist of RAP from Class t,
. uperpave (High E AL), HMA (High ESAL), or equivalent mM re . The coarse
aggregate in this RAP shalt be cashed aggregate and may mpresent more than one
gr gate type andlor quality but shall be at least B quality. This RAP may have are
Inconsistent gredaiion a6dlor - O phalt birder contOnt prior to processing. All
oonglornetrate 318 RAP shall be processed prior to test€rig by crushing to where all RAP
Shall pass ft 318 in (.6 MM) or smaller screen.
(d) ConglomOate Variable 'Size. Conglomerate variable size RAP shall consist of RAP frdM
Class J, , per ave (High AL), HIA (High E A L), or viva lent mixtures. The coarse
aggregate in This RAP shall be prushed sggreq6te and may represent more than'one
aggregate ty and/or quality lout shall be at l st 5 duality. 'This ,F P may hive an
Inconsistent tadation a�dlo- asphalt binder content pr;or to processing. All
conglomerate varlabfe size RAP shall be processed prior to testing by cmmKing and
screening to wher6 all RAP Is Oparated into various sizes. All l a oonglomerate
variable sl7e RAP shall pass the 3/4 in, (19 mm) scredn. and shall be a afinim rn of two
lz6:
(e) Conglomerate "Dn Quality �D.0).- Conglomerate DQ RASP stockpiles shall consist of RAP
trorn Class R, Superpave. (H19ha or Low t.), FlMA- (High or LoW Ew1), or equivalent
K ure , The terse agar ate in this RAP may be crushed or round but shall be at
to 'D quality. This RAP ray have an in oohsistent gradation and(or asphalt binder.
content.
Non -Quality, RAID stockpiles that do not meat the requirements of the stockpile
categories listed above shall be cla EAed as "Nort-Quallt '.
RAP oontainin€g eonta Rnarrts, - such- as -earth, bhc�, sand, concrete, sheet asphalt,.,.'
bituminous' sivsriace treatment (i-,e_ cNlp aeal), pavement-fobtic, joint sealants, etc., Will be
unaccdp axle kinless the cont&TInants are removed to the satisfaction of the Engineer. 9heet
asphalt shall be stockplled separately.
I
:1031.03 Testing. -Whon used in t- MA, the RAP shall b sampled and tested 0her during;
or after stockpiling.
For tesfing during stootcptljng, w sh6d extraction serhples shall te ran at the minimum
tre ue cy of tine sample per 500 tea {4 0- mutdr, torts) for the fwst 20M tons (1800 metric -
tons) and one sa piu per 2000 tors (18 0 metric tors) thereafter. A rnlnimurn of five tesis shall
be required for stockpiles less than 4000. tons (3600 meb io tons).
For testing -after stmkpilirg, the ContTactor shall sul)rrrRt a plan for approval to the District
props in ;a sat€sf ctruy Method of sMpl€rig aild testhq the RAP pile either in -situ or by
restacpiti g. The sampling plan shall meet the minimum frequenoy required 6bove and detail
the proceduro ussd to obtain representative saMpl�s throughout the pile for tes€#n .
Before extraction, each field sarnplo shall be split to obWrt two sarnples of test SOMPle sip .
One of the MO test samples from the final split shall be labeled and stared for Department use,
The GontraOor shall ex1ract the other test ss pla according to Department procedure. The
Engineer reserves the dgtjt to test any sample (split or Department -taken) to verifyContractor'
test results,
(a) Testing Congfornerate 318 and Conglomerate Vadabte Size. to addition to the
requirements -above, conglomerate 3f3 and variable s RAP shall be tested for
maxl �m theoretical specific gravity ( mm) at 4frequeney of one saftle per 500 tans
450' metric tops) -for the first 0 tans 0800. etrin tons) and one sample per 2000.
tors (1 Off uric tors) thereafter. A minimum of five tests shall be required for
stockpl Ies, Iasi than 4000 tons ( 600 m6tric toms).
(b) Evaluation Of Vest results. All of the extraction resub shalt be oornpiled and averaged
for asphalt binder content and gradation and, when applicable ,, Individual G*aotion
test results, when compared to the avera a , will be accepted if uar€thin the tolerances
listed belr. k
I"'ararrxet r , '
ogeneous]
Homogeneous]
ong€orhera#e Mu uaR
I. in, .:(1 ..5rnm)
..1 °lo..._.
P40. (4.7 rr M)
%
13 % _
...
Igo'. � (2.36 mm)
%
No. 16 {1.I8 mrh ...........)..................
� 1%
TNo,- 100 (7§ ± ,0 % .
14.0 o/o..
Asphalt Binder
0.4 %-
U %
Gym
±0.0 % z'
rrsm
±Om %
,
11 The tolerance for conglomerate 318 shall bo: U %.
1 Applies an)y to con lo3-r rite M. When variation of the &C eds the _t P-0 % _
tolerance, a new oanglomerate 318 sto'CRptfe shell be created which will ols 'require
an additional mix design.
31 Applies o0y to con lt)rnerate variable size. When variaUon of the ,.7, exceeds the
0.03 totoranoe, a new conglomerate vari6bfe size stockpil.4 shall be created which
O also require an additional mix deli rt::
it more than 20 percent of the ilxdividual Sieves are out of the gradation tolerances, or it
more than 20 percent of the asphalt binder content test re Q is fall outside the
appropriate #aler6ncos, the RAP shall not be used in HMA unless the RAP representing
the falling test's is removed from the stockpile. All test data and acceptance ranges shall
bo sent to the District for evaluation.
With €he -approval of the Engineer, the Ignition oven may be substitot d far extractions
occordihg to the Illinois Test Pao dure, " zilibrailon of the lqnitlon Oven for the Purpose
of Characterizing Reclaimed Asphalt Pavement (lam)".
1031.04 Quality D slgnatfion of Aggregate in RAP, ThE� quality of the RAP shall be sit
by the lowest quality of coAre aggregate in the RAP star pile and are designated as foilow-5-
(a) RAp from Class 1, Superpave (High 0AL), or FIMA (High ESAL) surface afixtures.are
designated as cont'ain)h Class' D 40lity o�rsa aggregate.
(b) RAP f dm Superpav (Low ESAL)/HMA (Low E AL) II 19,OL binder and IL-9A5L surface
- mixtures are des€g bted as Class D quality coarse aggregate.
(o) RAP from Class 1, Superpave (High E AL), or H A (High CAL) binder afi tore ,
bitUrhinous base course Mixtures, and NturnlnoUs base course v4dening mixtures are
de lgnat t'as contalning Class C quafity Cba aggr'egekte-
(d) P from b tuminous' stabilized subbase and BAM slydulders are designated as
- cbri fining glass 1) quailty coarse a9 rtgate.
A0 regrite G a14 Testing of RAP:
The processed pile shall have a r Emum tonnage of 5,000 tons (4600 metric tons). The
pile shall be crushed and scneenOd with 100 pet rat of the material passing the 314 in. (1 mm)
stev :" The pile shall be tq ted for AG tontent and gr 'da�tlon and shall conform to all
,require ents of Article 1031,63 T fing,-hemin'. Orkce the unifor lty of the gradation and A.
content has been est brished, the- cinlractor shall -obtain rep' so tetive semple i(b dis#riot
ovIersight of the sampt€ng:-,: -This saniple shall b - no less thsh 50 1b' (26 kg) and this sarnpE'e
sh 1i e dpjivered to a ConiItant Lab, prequa ' r by the Department for extract€oYi lestiri
a&6rding to. Illinois od ed'AA HT 7 164. -'After #tie AG has b6 ;;n extracted, the Gonsolient
Lab Miall s6bmlt the test fes,u is -along with the recovered aggregate to the District Oelce. The
cost for -thi testing shall be. paid directly by the Contrr ctoT. The bistrk t v l forward ft sa.mple
to' the f3WR Aggregate Lab far ,l+,+llcroDeval Testing, according to 1-11incEs Modified AA HT I T
3 7. A Ma imum lass of 1 .0 percent v�'i1 be applied for all H MA epplicat€offs.
1081.0s use of RIP in HMX -M6 use of RAP In HMA shall be as fellows.
(a) terse Aggregate Size. The warse ag reg to in all W shall 1Ye equal to or less than
the no lnal maAmum size r gulrement for the !AMA mixture to be Produoe&
(b) Use in i-1MA Sutfac Mixtures (High and Low E AL),' RAP stockpiles for use In HMA
surface mixtures (High and Low E AL) shall be either homogeneous or conglomerate
3/8 or varlable s17_e in which the coarse aggregate is Class B quality or better.
(c) Use in HMA Binder Mixtures (High and Low SAL_;, M €A Base Course, and HMA Base
Course Wideni . RAP stockpiles for use: in hIIV€A binder r ixturia(High and Low
AL), H A base course, and HMA b;�fs;a course wide!rfing shali be homogeneous,
conglomerate 518, or conglomerate 1 , oongtc erate variable size:, In which the coarse
aggregate Is Class C quality or better.
(d Use in Shoulders and subbase. RAP stockpll6s for use in H MA shoulders and stabilized
subbase (PIMA) , shalt , be - ho o er eous, conglomerate 518, conglomerate /8,
conglomerate variable size, of conglor to ]DO.'
(e) The use of RAP shiall bia a coniractow*s option when constrmcting HMA In all contracts.
When the Contraotor chooses the RAP opuoh, the percentage of RAP shall not exceed
the amounts indicaLed in the table for a givers N Dos€gn.
ma, Eimum Mixture' RAC Percent c 8
desim 1 lr�der/L oWiri Binder
30 0/40.
50 25140
7Q 6
9 '10/15 ...................... .......... _....
105
Mmdmum% Rai. .
Surface Pni _ er Modiried
30 10
515" 10,11
1 10
101-15 10
'I Elf t 5 10
For HMA Shoulder and .Stabilized -Sub-Base (H A) N-30, the amount of I P 'Shal€ not
exceed 60% of the mixture.
.21 :. Vatu of Max % AP J� a ap & conglaih ate variable size RAP i� �til#sed.
Wen P'e oeed G%-the AC shall b PdW- . Howevor, when SAP exceads 26 4'
rid is used in f 1t d6pth HM.A pavement ffid'AC shall be P 3 -28, ..
41 Pcl meOzed Level€ng Binder, II_ .75 is 15 W
1031.06 RMA Mix Desfgn . At the Contractor's opflon, H A mixtures may be construoed
utili ing RAP material € e' et1n tho above detailed-reduir'ements
i AR designs sl il'be sub r4tte4 for votumetri .vorlf bat#o . If additional RAP s€ockpites are
tested gnd found that no morel than pe cent of the results, as deMed under "Testing, herein,
are outside of the ccntr6l tojeran6es 'set for the origi�d PAP stockpile and HMA4 mik design, and
rn ets all of the rectuiremt its h-erBin, the additional W stockpiles may be used in the original
ig design at the p r6ant previously verified.
1031.07 H A Production. The coarse aggregate 1n all PAP us d shall be equat to or less
than the nominal maximum size requirement for the HMA mixture beifig produced.
To remove or reduce, a glorner ted matedaE, a scMping screen, r shinq unit, or
eomparable s ng device appf6 d by the Engineer' shall be used In theRAP feed system to
remove or reduce oversized rriaterial. If material psssing the sizing devic,6 adversely affects The
mix production or quality of the mix, the s ing device shall be set at a ! iize specified by the
Engineer.
If the PAP control toles or QC[ A tee results require corredlive act€on, the on"�,tor
shall peso prod uctiton of. thd Mixture contalniq RAP and either switoh- to the Argin g regate
de,sign or submit a new RASP idesi n. When producing mixtures containing cob lormeratO 318 or
conglomerate variable size RAP, a {positive dust oontrol system shill be uli€ized.
HMA plants ufllizthg RAP shall be capable of automatically recording' and Printing the
following information.
a) Drier Drum Plants
(1) Date,, month, year, and time to the nearest mi-nute for each print.
( ) HMA Mix number assigned by the Department
(3) Arcu€ ulat d weight of dry aggregate (eo bined or individual) in tons (me i(, tons)
Accumulated weightof d ,aggregate (oo bined or individual) in tons (Mtr tento
the nearest 0.1 tor! (0.1 metric ton)
�4) ,A umulated dry weight of RAP In tons r ule tons) to the nearest OA tag- 0-1
rneldc ton)
() AwumuIated mlnral'.fil€sT in',fOVolOoTIS, tans (metk tears), etc. to tho nearest 'o,'i
(V) Accumulated asphalt WEnd6y in gallons (Ilters), tons (Metro tons), etc, to thig h6arest
0.1 UNIt.
7) Residual asphalt birder In the RAP material (per size) as a percent of the Val mix to
the nearest 0.1 unit.
(8) Aggregate and RAP moisture compensators in percent as set on the control panel
(l eqtitred when accumulated & individual aggregate and RAP are printed In wet
condit,on).
(b) Batch Plants
(1) hate, manih, year, and #1 D to the nearest minute for each Print.
() HMA m1K number assigned by the Department.
(3) 1rbdiv€dual virgin aggregate hot bin Latch weights to the nearest pound (kil fam)
(Mineral fl lie r weight to the nearest pound (kilogram).
() 1ndividu l RAP A cgr ate weight to the nOOrbst pound (Wag ram),
(6) Virgin asphalt binder weight to the nearest pound (kilogram)
(7) Residua I A p A binder of each RAP s Zd mated al as -a pdre nt caf tho total mix to the
neare t 0.1 percent.
,The printouts- shalt be maintained to a file at the plant for 6 minimum of one year or. as
directed by fhb Engineer and shall be made available upon € request The prinfing system 11 be
ins 6ted by the E ngin er prior to production zivedlied at the beginni of each consirtictiort
sea on thereafter,
1031,08 RAP in Aggregate Surface Course apd Aggregate Shoulders. The use of RAP
In aggregate stiff ce ccurs6 and ag r Date shoulders shall be at follows.,
(a) Stockpiles and Testing. -FLAP stcckpUs r6aY be any of those listed in Mole 1031.0 ,
except "Other". The testing re wire hts of Article 1031.03 shall not apply.
(%) Gradation. Ono hb dred percent: of the RAP material shall pass the 1 1/2 in, (37. 6 ram)
sieve: The RAP material shill, be re�asdnably well graced from coarse to tine. RAF
m ter'ial4hat is gap -graded or single sized will not be keepted."
COARSE AGGREGATE FOR HOTMIX ASPHALT {H A} {0-1)
Eftsctkve , March 1 , Egg
F evise Article 1004-03 of the Standard SpacKicarions to ream:
jo64:o oaErse Aggregate foe 146tix Atphalf (HMA). The aggregate shall be according
to Wicle 1004.01 and the following.
() D0506plion. The coarse Aggregate fof H MA shalE be according to the fol1 Wing bible. .
�. -�-
Use MixtureAggregates Allowed
Class A 5eal or Comer Gravel
Crushed Gravel
rilshed S#oh
Crusbod Sandstone
crushed Slag (A 15F)
rue Steed lg
r h d Co!):rote
HMAI
Gravel
All Other Stab€lined crashed Gavel �
Sut)ba'se or Cruthed trine'
Shoulders Crushed Sandstone
Crushed Slag
Crushed Concrete ;
The coarse aggregate for statA ed subbase, if approved
by the En9ine r, maiy be prodLiced t)y blendlnq
aggregates according to Arficle 1004.04(a).
-. -.
H ESA rusfi r� my E..
High ESAL 11--a,b, 1L-19.0, Crushed Stone
Low ESAL or f1-19.OL shed Sandstone
Grushdd $a (ACSF)
- n„
HMA : C urff ... mm eav l (only when used in €L .t' L)
H€gig ESAL i€..-'i . ,ll..-9, . GroshtW Gravel
Low L or 1C-8. t. Crus ed Stone
Crushed Sandstone
Crashed Slag (AC13F)
Crushed Stwl Stag (except Whei) used as level€rig binder)
Use Mixture
.....................................
Aggreqbtea Allowed
-------------------- -
MA Surface Crushed Gravel
High ESAL It-'# ,5 or C rushed SIdne (otherthah Umesidne)
AIL-9.5 crushed Sarldstona
Crushed Sig (ACBF)
'ru led feel' lag (except when used as leveling binder)
Limestone may be used in Mixture D if blended by volume
in'ft followin coarse a r�ij4te p rcenta e :
p to 2 % Urnesto s with of least 75% Dolomlt .
p to 0% Limestone with at least 0% any aggregate
llsled fog Mixture D except Dblo ite.
Up. to 15% LlMeWno With' at. least 2 °10 Crusher
Mwt. Lag or Crusher 64hdstohe
Surface GrUshed e*ef
High ESA€, L-12.5 or £gushed tone (otNrth;4h U estorie and Dolomite)
IL- . Guth d Sandttone
o UmostoAe.
Dolarnitb may be used in Mixture E if blended by volu d
itt thd following coarse aggiVjate Oercentage :
Up to - 7 010 Dolorrtife With at least 2 #/6 Crushed
Sandstone, Crushed Slag (A BF), or Crushed St6el
Slab. WNn Crushed- Stag (ACBF) or Crushed Steel
e used in tho bftnd, the b# nct shall ca t In 'a
mini rhum of 2 % to a mum'of 15% off'either S(ag h
volume.
Ub.ii ,% 0°!o Dolomite i#h'at least 0% of any ag reg' ate
listed for Mixture E. '
If required to meet design criteria, Crushed Gravel- or
ruse v t ne (other tli4n LlrniMom or Dblo ite) may
6 blended b volurrie In trio fofio+�in coarse aggregate
p rcgntages:
Up to 75% Crushed Gravel dr Crushed Sons (other than
Limestone or DoloMit ) with at #best' % Crushed
&ndstorie, Crushed' 81A(ACBf"), or Crushed Steel
#a . When rust�e l `Slag (ACBF) or Crushed Steel
Slap are used in the blend; the bl6nd shalt contain
m1nimum of 2 % to e maximum of % of either Slag by
Volume,
Use . Mlxtur'e
JHMA F Sdrfsce
High E AL tL-12.5 or
I L-9.
Aggregates Allowed
Crushed Sandstone
No Limestone.
ICWshod Gravel, Crushed Concrete: or Ormshed DolorKit
may bb' used! iri IWIAWe Ir if I eadod by volume in the
fotloW coa*6 ttod r gate tr rcenta .
Up to 50% Grushsd Gravel, Cr4shed Concrete or
rushW Dolomite with at loa t 50% Crushed
Sandstone, Crashed Slag (A BF), Crushed Steel Slag,
of any. Father Crushed Stone (to include, Granite,
Diaba 6, Rhyolitq oT uarVife)- When Cruthed Slag
(AM )- or CrusfiiA Steel lag ' are used in this t)l nd,
the blend shall. contain a miniftm of b% 16 a
4 a m u 'of 7 A of eiiher Slag by voluri e.
(b) Quality: -For surface c rse and- binder courses when used 4s surface course, thi+
coarse a�gre a shall be Class B quality or better. For Class A (seat or cover coat),
-MhOr bi d t' courses, and surface "cdume IL S. L (Low E ALY, the coarse a grj�gale
shrill be. Cfass C gOality or better,- For All Oilier courses, thO curse aggreqate shall b
Class D gratify w heftef.
(c) Gtadation, The coaM6 aggregate gradaflonshall be as ilst d in the following €able.
Use.
1 #Aop 1
Grada�tio o.
Class lir x
... ..
3/8 in, '(1 O mim) peal
1
ha ss A-
1f2 ire. (13 mm) Seal
CA 1 '
Miss A4
�' Cover
�M CA 1 • : "
K A t" igh E AL
m ...
iL_25 0
A r CA 8'"
IL-1 ,0
CA 11 it
IL-1 2.5
CA I@ and/or CA 1
lL-
A. 1
H A Low E AL.
1.L-1 .0L
CAII
IL- .5L
to 1
HMA All Other
tab�llx�d Subbase
or Shoulders
CA 6 �, CA 10, or CA 12
IJ CA 16 orCA 15 maybe blended Wvltli the gradaflons listed.
21 QA a wlII not he permided in the top €itt of shQuIders.
STATE OF ILLINOIS
SPECIAL PROVISIONS
The following Special Provisions supplement the "Standard Spec€#ications for the load and
Bridge oast otio;Y", adopted ,January 'I, 2007, the latest edition of the "Illinois Manual can
Uniform Traffic ontrol Devices for Streets and Highways" in effect on the rate of invitation for
Wds and the "Supplemental SpecificationS and ReciArring Special Provisions" irt6ted on the
Check Sheet irvduded herein which apply to and govern the proposed improvement designates as
ection PW- S-1 102 and in case of conflict With any par#.or parts of said speacations, the said
Special Provisions shall tale preoede rice and shall govern,
The unit prices herein shall include all applicable taxes.
A % bond will be ac epted in lieu of a cashier's check or certified check. (Sae form in rear of
spe6rications).
Your attention 'm directed to the City requirements relatW to DiscJosure of Ownership Inteeests,
Fair Emptoyment Practices and the Contractor's Liability Insurance requirements. Work performed
under this contract wall be subject to these local regulations.
See lon 102 of the Standard Specirication, relative to Pre -qualification of Bidders shall apply to this
contract.
Failure to execute all pc€lions of the proposal correctly may be grounds for rejection of bids.
The Contractor shall be responsible for restoration of all public and private areas including but not
limited to pavement. landscaping, trees, curbs, gutters, and all other surface improvemants to
substantially equal oondRibn to that which existed prier to co r ncernent of construction.
Should the Contractor fail to complete the work within the working days sliputated in the Contract,
the Contractor shall be liable to the City of Evanston double the amount specified in Section 108
of the Standard Specifications for brad and Bridge Construction for each day of over -run in the
oontract time or such extended time as may have been allowed.
traffic Control Plan
Traffic control shall be in aocordanoe with applicable sections of the Swdard Specifications for
Road and Bridge Construction, the applioablo guidelines contained in the Illinois Manual on
Uniform Traffic Control Davit s for Streets and Highways, these special provisions, and any
special details and highway standards contained herein and in the plans. In ads#€tin to the
standard re�._gV r .. eats for Traffic ontrot Protection. the.r will be reauir to use solar
wered arrqw boards. Gasoline or di se........l. powered cienerators are not allowed on the.. bft
STATE -OF ILLINOIS
SPECIAL PROVISIONS
L»
'fbv Contlactor sball wiatzat the City at lest 72 hours in advm= of beOnrz g weak. Coastmction
operations steal be ceoducted in a mmmer such that st mds vAH be open tO cm ency Va c and
accessible as required to local, t-alfc. Removal and replawme t of curb and gaiter and driveways shall
be pLaxmedso as to cease a minimum of iacoavenienw to the abx r g propcity o mers.
' ie work sbah be accomplished imch that the streets w l be left opea to 10cD1 t m c at the end of each
wort day. It wM also be n�ssary to provide advance notice POEM fim, sthool &tfiots,
and to h haulw when access to any steet wil l be temporarily olosed or limited,
t the precon ction mcethx , the Coutractor shall fumish the n=e and telephone number whcro lac
may be xs. teed during non-workingbows of the individual in bis &e t employ that' is to be respundb1
for. the illation and main te ance of the traffic control.of this project. If the actual installation and
nja7wwnauce am to be acrompl ished by a subcontmow r, consent s l bo: requested of the Engimeer at 1h
dmo of the prec4ustruotion mceft in acr rdancc wit3i Ardlc 10 .01 of the Standard Symifiations.
This shall not relieve the Contraotor of the requirements tD bave a respowible i d[vidual in bis diar t;
employ'supv,Mse dais work.
Traft ligontrolDe icier'
')fie Contactor is expected to comply with the Standard Spociffeatioas, ronixact plays, and these Special
rovisi s ncemjug traffic oontrol anal protection, ,U uaffie coat l devices sill, be kept clem and
neat appeariug, and shaU be replaoel immediately if they baoome ine e ive duc to damge or
deter rat.
Failum to comply with ihe Standard apmfica orx; contmot pla 7 or ftw Special Provisions
c-onceming txa c wntro1 will resot in a urge of $3 W.00 per day, W addition, if the Contractor falls to
spond, the Muulcipahty may ooTxmt the defloiencies and aU cost thereof wiU be dediacted from momm
due. or v4&h may beck diac the ConhutDr. +Ws coneolive action wBI in no way relieve #aye
Co,atraotor of hiz Jlivr oontracwal requirements or responsibilities.
&4nm 'lash:
It will be the Contractoes responsibility to wti£'y resideuts amd the" MuWcipallty when ac m to their
driveways wiil be temporarily closed due to omrb and gutter and/or driveway replacement. no
Contractor snail distribute notices provided by the City, to residents. eery effort shall be nee to
acomm date access to these properties Ci-e., knock on doors whun driveway is about to be closed).
bris Removal..,
WftrlaAs wsullins from tie temova of d fiveways, bit inou s► r%=, etc, sball be yemoved at the end
of each day to an approved site. In the judg=nt of the, City, sbould it be ncee sary to remove such
terl s, the City will have the material.
DETAIL SPECWICATIONS,
AWING ASPHALT SURFACE
This work AA consist of tht full depth sawing of ft existing bitumiuous concrete surface with saving
=ehine at lac afions shown on the: plans and/or designatW by the Eugineer.
The Contrador sit machine -saw a perpendicular elem joint between the porfion of bimminous con x to
sxaface to be removed and that to be left in place to prevent d=age to the mining sudace. If additional
surface is damaged or removed duo to ne Bence oa the ,dart of the Cont tor, the addi#ioral vwo will -not
be measxcred for pay ee# but shall be drone at the Contractor's expense.
H. Basis Of Pa-VM ht
TWs Nvo will be considered inoidental to the va &us pay items. �
SAWING PAVEMENT
'his work sW be performed at lotations as needed to not €t riage 4went pavement to remain �1 plane,
aad/or- desig ia►ted by the ENGMEM The Contractor shall cut the joint between the potion of the
pavement to be removed and that to be left in place with a =crete sang machilae to prevent the O=Orete r
flora spalling ► , en the parr eat .is br 1 . Tf�s wOXk sbaB be done in a wamer that a s igh$ and �
erpendic air joint vAll be seeured.
It is Contmioes responsibility to deters the thickaess of the existing pavement and whether or not it
contains Xciuforcment.
This work will be considered incidental to the vmious pay its.
.................
SAWING EARTH SURFACE
L General
TWs work sl}ali consist of 4" depth saving of the outh =R= with a saiviDg machine at tree roots
locafion sbown on the Plam and/oar designated by the Ea&e= The SAWNG EARTH SURFACE sball
include 4 wateiials, laboar, aad qlAipment re l&cd for. site prr p=tion; PTOtection, step aat and mPak of
dmmgo to existing utilities; inspection; wMetion of defects; and, a]4 related work qiffi-ed - to compleW the
operation.
Ilse Conbutor aball macblsaw a vertkal O an out using a Venneer saw or equivalent method a
approved by ft City Ayborist a Nor B1 eer. ne use of ltea Y KUiP mcM =, Macbete or OQ>:ear tools,
wbich may cauze Tipping or tm will not be pem-Atted. It additioeal smThm is ftna ed or mnoved due
to negligence on Cho pad of t o atra ctor, die additional wodc will not bD mraasuxed for payxuerlt but 811311
e dono at thz onixactoe-9 expwm,
Basis of avr:wx f.
This work will bo comidered inoifttal to the vaxious pay it .
YrY OF EVANSTON
.SFIEUAL PROVISIONS
" FW ' - nAA" COUPLiNGS AS WUqUFACMREDBY NDSOWAM CAR EQUAL
SHALL BE USED FOR Cl?�# CW) OF NEW PCB To EXETINGPIPE, AND WmtE
DISSMMAR PIPE AND JOINT VIATERLUS ARE ENC OWFE# , COUPLINGS SQL BE A
MRWAM OP 8 INCHES LONGFOR CONNECTIONS 4-INCH THROUGH 8-INCH H FTR AN
. PBCL, L ORDER ITEMS). NO UAINLESS STEM SSA. RINGS NVML.BE ALLOWED.
u
vas xur r.t+uk* A,'. - o i rn^ a udo43a ato t n 6A'ok' i-1''tVIVA'i ViN xli13YJ1S#
a , ,
COMMON WES
t3 Frewl1 Water, salt WAter, sarniwy swage
l I PDM Dilute odds, c€llut� tka11% keidnea (MEK, acatons); � Fapis,
I fah wafer, salt walror, ui rnjbay rowa , veVtablo u11, elevoW t0MPer4tur6s,
NEOPRENE Fresh w+ r, xatt water, stir ftary "gager greaay Wa8te.
Nt~€ ltw Refine€l pe"10UM oils arrd flu€ds, #atsi.Ormoses, wa#sr, san ry SOWB e.
I I" ltttsit t ch€ mloals ats civrsrkts# ar=4ftc hyd*:*d b s atnd Cues. cdtlarthMed
hydrorarbong, high tempMlu a,
MAXIMUM TEM PjfftATt)RE RATINGS
wool
POLVMF- { �F Af -JER AND SUM ram" 4t.
pish-on or MJ Push -on Mj
5R 15011F 160"F 126"F
F+ttTRILE 16011F 1600F 1261F
'rLQbrk0Vn9 nil In the Wr WHI advemely atfont SCR and EPDM pe rMnoe.
lr* 13R, Wdle, or Neaprono Ira W r000mmonded tar Or 0"8um to wastewater Watment syrd"Is"
Temperrrtur s nbove the recmmu led maximum*; can be icterated to abod portals of tim WithOUt dMrrsOMMO
€atgrt;xrr s n . However,11% 0peolznoy will ho 0cldr nod as the fte at elevated is inn assd.
i Since there are so surly Bgp# dart varttableg etas€do uur contmi or t Aowfedga, we caannot offer any spe4ft Iit
i expectatcy for pslo ls.
Regardless of the typo pulym�ir used, SpeofflcaUon Rubber proavow produces alI p5k t) me -at the re WMMenft of
ANSt1AlIMA 01 II/A 1,11 ynIess customer ePeaftaltons rectulro so ekhIng tdffferenl. On the baEO%—of aurrnntl avallatie
infer atlon; snd Wal results, wo ba6ve all our psR t rr+xte tatty WH pmvWe saflsfacWry sar ce In WorccrrttxInIng a
maxfmum of Sma of chlbramine. There currently exists no standwd mt tftd to dotermine arrltoble redOnm* to
chlorernine and t1 eo faM of long term exposuM (10+ ysnra) is not k?imm,
1120104
• 5 �_
1
1
1. General
This work shall coneist of placing precast four (4) and five
( ) foot reinforced concrete sections together with the
necessary transition cone sections or flat slab tops (if
required) along with all required frames and licks at those
locations indicated ated on the CONTRACT PLANS. All materials arW
oo3istruotion shall be in conformance with Section 602 of the
SSREC of the State of Illinois.
11. Materials
All precast valve vault sections, placed shall conform to the
requirements of ASTM Designation C- 47 . 'oint for the
precast valve vaults shall be of butyl rubber --type casket
conformingto the physical properties of redt� ral k..
Specifications S--8»00 10,
All top section8 for precaet reinforced concrete valve vaults
shall be precast raiaf rced concrete concentric cones or sjob
tops of the same c ality as the barrel of the vault. Valve
vaults will be supplied with factory formed opening to
ccommodatte the -various size water main Bach that a minimum 12
inches of clearance between the top of the vault base and
bottom of the main can be provided. All bases gupplied will
he of a precasted single -unit construction a minimum of 6
.aches in thickness and otherwise be in oonforyaance with the
standard detail for VALVE VA 'r as indicated on the CONTRACT
PAS OR as directed by the Engineer,
OT : Shop drawings f = a I I pre cas valve vauIt s and sealants
will be submitted and approved prier to delivery to the job �
All frames a'nd covers used will be in conformance with FRAMES
AND LIDS, as herein provided,
111. Construction
All Val e Vault frame castings placed shall be set in full
mortar beck composed of one part masonry cement to two parts
nand by volume, based can dry materials, with no admixt re ,
All frames will be adjusted to final grace by meant o
concrete adjtmting rings, No brick work to produce an
adjustment ring will be accepted or parmitted to adjust any
structure to grade. A maximum 121, limit of adjustment rings
are to be tise .
All lift holes on px"cast elements for valve vaults shall be
completely filled with vextar and oealed with a Knitu ast is
material. All interior joints shall be patched with mortar.
All valve: vault precasted base sections will be placed on a
min Sum of 3 inche s o f ccapa ted f ine agg x egate backf i 11,
material prior to setting the barrel of the valve vault. No
split bottoms are to be used,
IV. Basin Of payment
This work will be paid for at the CONTRACT unit price for the
various size Precast Wlva Taunts. The unit pry.co s ball
include all e savation, HAMM and the cost of furnishing
anti installing pxvformed cpenings, bases, valve supports,
specif . d. frames and lids. The contract unit price for the
above items of work shall be considered payment W full for
setting in all new frames and covera to grade,
DETAIL SPECI.FICATIONS
VALVE BOX, CPMPLgTE
1. ,fteral
This work s i consist of idling a nem.- valve box at the ideation shown an the contract plans or as
directed by the Engineer.
11. Materials.
Valve bones shall be five and one -quarter itches I d" shaft djamettr with cover marked `iWA"Y M'.
Ali boxes shall be - 450 as manufactured by CrLOW CORPTyler 664 or approved equal. All required
valve box extemiow shall be made so that the top extension is a minimum two -Moot ') length.
This word. shall be paid for at the CONTRACT TRAC;T unit price each forVALVE BOX, COMPLETE, which
price &ball inclade all labor, rnaterials and equipment including trench backfiH and compaction of trench
barl lL
...OM
INCIDENTAL HOT -MIX ASPHALT.SURFACING
k reneral
hjs work shall consist of the preparation of the base, tho application of bftmi sous pinning material and
the conAmctR?n of die Hot -Mix Asphalt, wifar .
The Hot -Mix Asphalt for (lie Inoidumtal Hot -Mix Asphalt sarf= shall mod tho rNmiWi , Ats Of SwfiOn
406 of dr- Standard S Wificatfons for load and Bridgo Cowaniction, Axm whore t o lneidimtal Plot -Mix
Asphalt surfacing will be placed sliall bave the base p-rimed. The rate of applicatioai of pure and fide
aggregate will be c,ified by Clio En&cer,
The Hot - ix Asphalt nlixture njay he spread and fmisW by appwved baiad metho& or a Wz bing
machino a provod by tho t in=.
The RoWix Asphalt mixtare sball be rolled and compacted to the satisfaction Df Elie 13-4a r wirn
tandem roller Innfing the rNuireinents of Aftick 1101.01 of ffie st=daxd SpecificalioDs for Road and
fidg on lrudion.
If Na.-Fis of pfivmeld
This work will be paid four at lbf. contract unit pfice per Wn for "YNCMENTAT,HOT- ASPHALT
SURFACING', which prim shall fni-,Iudc all laboT, materials arrd cquipmcat =essary to compk cc the
wort
The oast f Bii� sous at iais rim oast acid Aggmgate (px�a a will t be paid for separately
but shall be incidental to the omit price per ton for JNCW " ` AL HOT-MM ASP14ALT SURFACING.
FIBERGLASS FABRIC REPAIR SYSTEM
r'eavral
11' s work shall consist of installation of a Fibe�glass Fabric ep System. prior to placement of Ail
as halt oveTla , in conformance with Section 444 of the Standaxd Sped fications for Road and Bridge
consuUctiom
11 Maleilat and Construction
All mateiials and c straetion sbAl be: in eon#`omame wit], SUtiOn 1063 of the Standard
Specifications for Road! acid Bridge Construefion of the Mate oflftois.
L -Areas
The approximate. areM of inaterials to be used will be:
Crms Sectional Oacks 27% of total area
Longitudiml Cracks 3% of total arrea
Wide Area Ctacks 10% of total area
IV. ,method ofUeaszLr eqt
'rhe mberglass Fabric Repair Systm will be measured in plac4 and the area computed in squ e yards
of fabric nrface. No payment will be allowed for die fabric overlaps or €ire minimum extensions of
bitaminous malmiai beyond the ed ,e;� of the Fabric. Ilia quantifies provided In tine d Documents are
proxiniate only and are subject to intrea a or decrease. Amal comperEsat€on to the Contmotor will be
based upon aeWal work perfoxmed. No additional compensation will be Wowed .re rdless of the actual
Fiberglass abrie Repair Sy8tem installed versoa the p1m clumddes.
IV Basis O av,}terrll
7bis work will be paid for at the oontmi�t uWt price per square yard for Fiberglass FaWc Repair
System, which includes preparation of existing pavement and offer incidentals necessary to place the
ayatem.
DETAIL. SR.B-Q-WCAT10NS
- ..............
HOT -MIX ASPHALT SURFACE REMOVALJVadable DeoW
T. der e) cry
This ,voirk SlIall cojas#st of rMoVing existirk h0t-lniX aSphait sIrN= mwlial in arm are
indicated on the CONTRACT PLANS and appTov d by tine LINGDMER.
110 wohine used for mdace x oval sbaR be a solf-propelle-d Vdiading mar'bine capablo of
rc ovh . in one pass, a layer of mate6al at lust I ' x°" in d ptb.Txo grinding machine shall
bo aapablc of accurately establishig fti grade for the variable depths required.
The nat= and condition of the oquipmo t and the manner of perfbriWng tine work small be
such that the reinaining sure Xa not tam, , vi ed, shoveled or of .crwise injuril by 1ho
Onding op atioim Removing the pavement surfacc, svcix ar, drainAge castings and utifit
coves, shall he =o phshed in a roamer satisfaetory to the B NGWBFR.
' 1je excess matcrjaj resjjjtix from this operation snail be mmov d aud disposed ol: as
specified in Aiticle fl _03 of the Slmdwd Spm cafions for Road and Bddp
construdion.
This work will he measurcd in plam and paid for Only once regardless of 911- numb of
passes armed to mmove the material.
Yids work will be paid for at the coniraot unit p3im per square yard bid for: HOT-lm
,ASPHALT 8UFXACF REMOVAL (Variable Depth)
DETA-U, SPECIFICATIONS
CLASS "B" PATCHES, SPECIAL WYMES1
I. General
Where iMicated on the l"S or where directed by the IENG l E , existing pavement is to be
removed and replaced its accordance with Section 442 of the "Standard Specifications" except that the
tizee ( types, namely- "ape 1, Type 7R, and Type M have been combined der ane item.
An existing pavernents shall be removed And replaced r th mWmwn of " (nine inc es) of High Euly
strength pmtland C=ent Concrete in coinfoima e with applicable portico of Section 442 of the
Staxxcrd Specifications.
All doweA bars and Tic bars used for Class " V Patches in exitCwg 'base course shall be placed in
conformance with the applicable poTfims of Section 442 of the Standoxd Specifications and/or Contract
drawings and/or directed by the Engineer: This work will not be paid for separately but shall be
nsideied incidental to pavement patobin ;. The Enginetzvdfl approve the equipments and the devices
used for pavement removal. Pavement breaker will not be allowed.
It McMods of easuee ent
Pavement patching will be ineas ed in place and the area will be computed in Square Yaxds in
conformance with Section 442 of the Standard Spedfimtioas for Road and Bridge Constntofion.
X. .Basis ofPavment.
T)ds work will be paid for at the CONTRACT unit price per square yard for;
CLASS " " PATCEM, S'PECUL V (RES).
'no price shall be lament in U1 for all necessary saver mttin , pavement removal, compacliou of the
sub -grade, including all required materials, equipments and labor.
.. _ .. ..........................................A M. S PBCIFICAI A
F LL DEPTH [BATCHES, SPECIAL 11„
,,, w,� General
hem indicawd on the, FLANS or whcre directed by the E W,,B , existing pavement is to be
m ovod and 3repiaood in accordun M(b Section 442 o£ tide "Standard Specificatiom' except That Zile
three (3) types, namciy; Type 1, Type U, and Typc M have bmi combinod under one hen).
All cwizWig pzement hMi bf,, removed and replaced with i3iininau off' (ni.no inchcs)of High early
Sirensib Portland Cement Concrete and ovcrlay with Hot -Mix Asphalt Surface Coutse in confor anco
wide applicable poition of Section 442 oftbc StmidaM Specifications.
All dowel bars and 'fie bars used for Class "B" patda� :s ill existing base courso sba)) be placed in
confoy ac Nvith the applicable portions of Section 442 of ft Standard Speofficatioa and/or Contr=t
drawly and/or diroctcd by the Engineer. This work will not be paid foy zcparate4bat shall be
considered incifttai to pavement patching. Tho FngiDeer will approve tho oquipmenC3 and the devices
used for paver cnt re"ovai. Favcment breaker Nvill not be allowed.
M lffetl odv of
ii l cpth Pavo .oast patching wiii be measured in p]acc and the ai-ea will be oompuWin Square Yards
in con ormanm M tb Section 442 of ffie Standard Speciflcaliow for Road and Bridge CoTtst=tiOn,
This work w i I I be paid for at lie CONTRAU unit prico per square ya for;
FULL DEPTH PAWNES, SPECIAL I I"
The p�ico small bo payment in full for ail necessary saw cutting, pavment mmoval, and removal of
temporary materials, grading, alld compaction of (lie sub- fie, including all required mawrials,
raquipmtnts awl labor.
w
SPECIAL PROVISION
DETAIL. SPECIFICATION
ON iTR CTIO +l LAYOUT AND STAKINC3
1. ; , General
T1Y1S item consists of laying out and staking lime and grade for the improvement as directed and
approved by the ENGINE ER.
Il. lulremer�t
CONTRACTOR will be required to perform or have peftned all necessary surve�ing work to
construct the impmvement as €ridlcated on the CONTRACT PLANS. OWNER shall supp�
locations of All ho orital and veal control points pdor to b4nr}ing of conslrucgon, prior to
construe#ton the CONTRACTOR shall notify ENGINEER so as to enable the cheftg of grade
stakes. CONT A IOR most provide qualified personnel register wilt the State of llrmols as a
Professional Engl or or a Registered Land Surveyor to perform Construction Layout and Staking.
Ig or to concrete pour CONTRACTOR shall supply a minimum of 24 hours as to allow ENGINEER
to check and approve framing for pavement;.
JIL Basis of Payment
This worli will he paid for at the CONTRACT lump sum price for CONSTRUCTION LAYOUT
AND STAKING, whieb price shalt he payment in full for all labor, Tnatedals, transportation
and incidentals nocessary for layout of Improvement as indicated art PLANS and
speoffications or as directed by the INEFA No adjustment or additional compansation
shall be allowed except as specified herein,
P
The, Contractm shall place" o pa.rkixa " sagas a wdaijinum or two ( calcndaT days prior
to constrwion operations. All "No PaTkiv ' siguz must have the aPpx'OvOJ 0f arfiX4
and displayed to #lxe satisiaetim off'the Engineer. Posting of gns on tr= shall be clone
in such a xrxa xer to facilitate rmo al* staPlbag, na lixxg, of t flag of signs to trees is
p,robJWed. Com=tor shall keep a log 0 f all posted 'No Parking!' sigmas and shall submit
the log to the Engimmr promptly upon Yquen.
"No parkilag;"' signs mist be apptov d by the Bngine x d must bee POSTED AND
DATE at least 48 ho-ur Worc the into ld4ad date of use. "No Farling* si xs zhall be
removed when no work is oonapleted on site for over 72 lxow,5 bets eeft construction
op ons; sips will be. regWred to be mnovcd and roposted or <*n(raaor will b
mibject to a TRA CONTROL DEFTMENCY DEDUCTIONw monies duo or that
bec�Dme duo to fbe contractor.
"No arki n.g" sigtxs are to be parchavcd ftom tlxe City of Evanston. If veWcie M still
parked in "No Parking„ areas ide t'ificd by the Coiltractor, the ContTaotor shall notify the
Bngineu who will contact tile, Fvanston Pohoe to have the vehicles towed away. No
tow ng of veh icits sha all he done by the Coxxtractur.
"No aTk ne' sighs on Poreg Avmjue and Main fteet will be required to be "No Paxldng
Anyt to" seas to accommodate laaxe sbifts aftr TEMPORARY PAVEMENT
MARMG is installed. "No Pax 4 g iyfinio" signs shall be fabricated by the
o tnotor using masking tape and perrxxancat black rnarkam to die safisfac0on of the
Engines at no additional coat.
TEMPORARY r vrimEM €' MARKING LINE
This item shall be completed according to Section 703 e oept as modified ixexein:
703.01 Description. This "{orlc shall consist of furnishing ;-kud illstalling WmPOrary
pavement maxldngs to sbift traf"ip, away tarorrr the side of the street the COWTactor is
undemaking ooncrete operation ,
703.03 eneml, The, tee. pwary markings small be of tlae same clog and dimmision
as sbown on thQ plans for the pe ianent marl n s, or as diymwd by !fie Engincer. Paint
shall be wed by the Contractor while Typo I or Typc 11 mark -jag tape shall be ils d on
surfams that will not be resurfaced. l laek part shall be usod to overlay oonnicting
oxisfilw pav4smcnt markings and conMaflng tamporary pavemt Markings when lanes
are sbiftcd to opposite side.
703; 06 Mothod of easarc mt. Temporary p vewmt marking removal will not be
mcasun,d for payment but shall be, meuved for payment as TERW ? ARY
PAVE T MARMG wbcn black paint is usM to overlay conflicting pavment
arklaxgs.
DETAIL SPRC.�HCAT101,4S
City of Evanston
SPECIAL PROVISIONS
EN-01NI R[Q
General
Ilesc specifications will apply to the project when contxactor elecls to work on any given
Satuday duxing'the conirar; sae.
9_.........�... rwremen�
If at my time dudw the project #use Contractor el=ts to work on a Saturday, they =Mt
oblMn Written pernaissiou (See attach form in Bid package) fiom the City aiu r
and/or Scruor IEMInaer. Contractu shall request tWs at la uv twenty�four ho ars in
adva=e of gaturdaywork.
City of Evanston
WO EET FOR AT DAY WORK
ER 049C T N UMBE6.' P W-J?S- 11 0_2
I of . - have read the Special
......... . .... .............. ..... ... ... .. .. . .. .
.....................
Provisions for "Ungirteerinervim" for the above referencO project.
I elect to work Saturday o-a 1 l X and will rOMPIY with all occessairy requirements
specified in Special Provisions.
Date: Date: ---
BY . BY.
...... .......................... .. .
..... .. ... . .. ... .. . ... .. . . Ci . D . n .. t .. r . a . c .. t . o .. r .. I . Name City UngineerlSeuior Engineer
City of Evanston
DETAIL SPECIFICATIONS
BM Joiffs
When Butt .louts are to be constructed under traffic, the Contractor shall
provide and maintain temporary bituminous ramps at both upstream arid
downstream ends of the area removed.
-ffie Contractor shall have sufficient bituminous atchin material meeting the
approval of theEngineer at the wor site to cons r ct the ramps before
beginning the pavement surface removal.
The temporary ramps shall be constructed imediately upon completion of the
removal operation and the area between shall he leveled and filled as
necessary. Ramps small have a minimum taper rate of 3 Meet per inch of
thickness, w
o MDre than five calendar days will be allowed between the Ume the
Contractor starts removal of the existing pavement and the time the proposed
surface course is placed and the butt ,point completed. The temporapy ramps
shall be removed prior to placing the proposed surface course.
Basis of Payment
All material . uip ent and labor necessary to complete the work and
maintenance of the ramps as specified above will be considered incidental to
the proposed surface course.
is A-- I M.a
r,4 A
REMW N OF RAMPS
_u p �.(XATION—
Rc,*p eopo owit -.u. M Lpj" :;f {CD r,ce. 4�*fgra; A I H M INV -,*;i.
im2-ERMLL
TYPO A RAMPS TYPE 8 RAILPS
......... ...
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vgyms or iRAm-m
-
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RMPS AT ALLEYS OR �NTRAKCES
V411�
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CENEPAL NOTES
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CURB RAMPS
FOR SIDEVIALKS
............... .
STANDARD 42400145
................ 11L -
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LARF PATTERN TREAN90ULAR pER�l
Am_At' Cro_.^�
DETECTAUE WARNMS DETAIL
— �- --- -�
M%WCATED off MTNL
CURB RAMPS
FOR SIDEWALKS
STANDARD 4MOIk6
CURB RAMPS DETAIL -
ADMINISTRATIVE POLICY NUMBER
LL-IEt DOING
51W cu
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.+
***
20IR
s" 'TYPE 6
EMOD I - PERPENDICULAR TIC
z •4
20
{'f1FP-3
StDeNALK OR
GRASS SURFACE TYPE a
METHOD 2 - OFFSET T TILES
#. z0TA%r-- YA,q,XW-iliW .L EE WSTALL i3' E i# i.`A3 i 1 OF-MEC�.EF B R?1,§P 1S $2i 324,Si
r SC d ON '�.E P ORRIS 01R-M=j' sy GNOME 1C,�3.'�'� €SAFi A i Li05'13:
*-S*FOR KETMOS3A` 2
b) VAP=S LENGTHS 'OF RAVU AL Tll lES FOR V� 3
2,tL�n��2#I41FsSSA►# #iP�3ArFt cr€slzs ls�aSE
� as �_ZV p� L CUR3 .yps, � s RECxtJ M S, F GC ,4ER C A � irl.`E€ C3.
A IDEV#AMN Ot- A LPOR MORe FROM AOENT SAf A=ISd4OTA-LO Ei7,
4, VM CUA'6SASS9.O IAND 2A TLI' TYPE ARAMP WiLLNOrSSPP3OVORSSPL A�i.y
WrITLLEEMEASkiREDFOR ?AykAENTA po[CV,0=-WALXAND WFLLBEMU€ RSD AS VREOM RY E
SNONREA OR A SHOWN O THE PIANS, WHILE 3 ;'S B RAVPS WILL A QU-%R : CuRlRB OP -No 8
'TiJSF,
S, 3 APFL 3CABLE FIOKr Ca 3S Of * } 1 ff[GHNAY STANDARD 4='A (Gf,2EiS P$ FOR M-EWA]EiCS}, THE
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(A 1G) MR AVOffO AL RE IRE&S4TS,
6, €?EPRMED CURB AND GUTT MAWACENT TO CUR3 RAMPS S -OE INSFAItED TO THF- : ZNSbx�s
PRt WDSO IN l�4T HjGF `NAY $TANO-a 61:LMI (CON, CURB $ AND GCi ik�}l :Ci�i L.`�3£ AND
GurMR)
7, jV?-EN USING METHOD � ROA WAY CURB RAC4 S k i. BC RNSFAILW AT W, 21", OR Ss' R 3 is TO
3A { OP COR8 AS IqOTM ON PLAnS OR AS MREMD BY ENGNEFR.
01A
MR)
METHOD 3 - CON71N UOUS RADIAL TILES
LEGEND:
3d8Walk
Ramp
DeteCWble Warntn9S, Red
Non s alkinq area Grass)
CITY OF EVAASTON
i)F-LASi a10 FTONSfCOPTA ON
APPAOV�� By
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DETAIL
NOT T SCALE
DETAIL SPECIF.ICATIO-NS,
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ISO (6) MiNi
TOP Of E) T. BITUMINOUS OR MILLED SURFACE
4EXISTING P05MERT
51EE TYPIM SECTIONS FOR
T14ICKKSS AW MATEMAL
SEE NOTE I.
BITMI]NOUS REMOVAL OVER PATC S
(SEE TYPICAL SEC710M FOR MCKNES )
AND $17MINDUS REPLACEMENT M PATCHES.
SAW CUT/SCORING EXIST. EaTUMINOUS
O RL.ky. TICK& (INCLUDED IN THE COST
0 B €� 4I€ € €IS MOVAL OVER PATC €£SL � I
Ste. BE 3OD 02) wipes c�j EACR SIDE OF Tip TraM
FOR
$�K�i Ly� p OP i ?ATE TH 1S OF VERAY {
R�� AL".
r
7 7CLAsS C OR CLAS� D
PATCH OF THE
TIHICKNESS SPECIFIED
cumco-RING. TYPICAL (INCLUDED JNJ
COST OF PAVEMENT PATCHIM
FROPOSED UNSUITABLE S€7B€ —7 REVOYAL AO REPLACEMENet
UTILITY OR STOW EWER 7RENCH
1. gmgvE THE EXISTING BIT 5 M4TERFAL UVa
TK AREA T4 BE PAY .
3. REPLY BINWK }JS MATERIAL OYER TKE AREA TO
BE PAT 4.
or n+�aor�
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LONGI MINAL CONSTRUCTION -30INT
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SECTrON C-C SECTION 0-0
CONTRACTION JWNT
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GENERAL NOTES
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BID FORM
SEXTION 20300
AND STREET RESU"ACING PROnCT
' - IS-110
Ed Number.11-63
1,01 BID TO,
21 W Rifto A.vemuc- Rom4200
ail sfm-4 MiwiQ 60201
hm-�-'aNr Gaucd "OWNW.
TAX UMI .......................
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1,04 ACKNOWLEDGEMEM.
A, The Btakr, iarompliancX1with fe InVi0tion forBids, havin=< uy=Mined tht:Dmwiv a s s O projw
Muiiai wilh rdawd docui rxnts W4 having vi$;6led the site ofthcpro; iuk' am boiU8 W791iff with
of as xi5 g conditions and limitatiow susxomdang the m3stmtion ofthc p posed pmjcct, iMMW9 t3xe
sinic,twT-of the nditims, the Qbstai-,Ici� wNohmay beenco wkvA #aGair3estxietiow, aid
l other rekv�mt Ma tors rorIccraiV8 the Work to pe o bezeby PWFQSE to pod*= everjWng
requix be PexfoM4 and to Provide all 3abmt, wmterials, accessary tools and. egiudpmun# ow"6dable
equip=ni aU applicabIc pr, r, % and turd ar-d fees, and provxdt all utility aad tram o tiot sorviix�
ateo- ,V to perfom wad cDmpltto ii� a workxnauhk many= the i•'roj�.;l it acco€dancc Wilb all the Pills,
spccifi0g0= and rcjat,-,ci jitmct Doi uum is as pxrpaxcd by Ow City of EvZOM,
The undo; i .ed hmby ac owiedgc,; x�Ipt of JDVK40a Or Bids, batmOiori to Biddvm C; eral
0,44itionis,Dmvi�lps,and olbor contmctDoiritsandackmw1cdgt6�receipt oftbcfolio►w Addenda,
Addmndua No, � ... bated
Addy d= No, Dated
A. Thamd ig l hasoh aU ofthoii resloabs"nedia 9&bidand = euWn& WftOwur
wM fat Esc xt-Wasib1c fvr aaxy cram 0x omi3MW mode th tcs W the un&Mi ,
B , It is wady Wtood &at -9m Iright ir, =tTV0 by tic ckw"r W rcj ect m} nr 0 b0s, to waiva a31 wb=ahty in
comcctiara ftmvf h and to rkwa d a► commot fur guy part of t aroxki�lrthr,prgj'et as a Wholm
C. Tba =4=kpuoddcrWcsthatd=pers a(s) sigj tfx bid'Waacft*aW=izeto'6poubcba3fofabe
xmedfirm aid to My b .d the marred Bim W 4 the conk 60W a p10vW0% ftre0F
It is aVccd that zo p ► � or oomparzy other than thr, fimn listcd below ox *.i o vx5c inc ,atrd
a ct has any amf xoot wbaUoavcr in G& bid or ilc Cxy*W61 thrit Tray be d into �L m5dt
ih oo udthatina �rc,;pmmlhol iidiekgalmdfaux,subMitxcd ingoodfaftb,silhoticaif o]�Lorferal.
B. It is agrk-AA t t thr, undersig=d bm8 muvli�d an&% vW 0amplY with a xc�ts a�
=dwMall o1be€Iaaa],sftea�adrbaiiou laws, udtbatmo� a1�cc Misr. c�afbasb 0rwx"ifarc
ola A W moking or ar�Okg iWA bid, baawaudingt'haa cttofi x,audlorirx(Icofthc
ozk rcpi d tb=mdcr,
)Y.Tol*sowiftrtdabczabdcoffer, t'hisbxd n=tbcco lct 2amdacco icd by abu ftositGi-
ft bid whm =qW)!rd by C=tmct Doc:W=is or Add a.
t.05 ALTERNATES
A. Whm alimate bids arc rN�*cd by Ciantmd o�'A= W vrAdde0a gm-C-10, thc=dcrdPcd PM=5 to
pe& =Ajlc-=Ws forb=ju stag! addiiio7a to or dauctions fivm the sUlcdB: d Bid. Addidom and
dc.mtijmsiucludcaU mMiflcatiomof4'Wki-,,raedditi0WIWorktbatthauWdefsl a m&Y bb laquimA10
pufaun by T' MU . of lho 00cept mm of 31tacrMtes.
1,07 AGWEMENT
A. By saAM3tLiglg tl& Rid, the wpderEs M apr;;
I I To bold, this Bid optn for lkdy (60) days ft= 6117a rind slate.
2. To cotu iulo aad o=11'r a coutraot Vfith fhe Owner witbiu� faun cu (f 4) days €�ftcr x#cexvm�
ou of4wmdfxoxaibe crWun.
3. TO thowark inaec#1c;gam v41h lb : Geuml cond~iiiam
4. To cor letr (he Eby the 61M T6pwated iu #io Gcu M660M
13. r, Owner rcrasves the right 40 aW and. all BJ& aid to waivr, au'y f)=ab cs im ids bi g-
1.08 SCHMULE
A- 8W cv�ul cmditiom for x Uired. sclmwta of wovkfim data.
1..09 PROPOSED PRIG
A, '� Aiddrx l t=by pxa�rests too finish. ail. labor, MRtiaraa r, iP=4 #ram" ozi��,oxy and f'.a�a�itx g
ur, emy tm CoUTUtc, i0 a wee mumcr Rud is amM WAI the cianua l dai=em%, tho
contract of'wwk Vid 4pm bexeln faae WMP=aflOn in aIUWOMCO with. tho FOUOwing Piers:
BASE RD) AMOMq7- $ 34 3 t 05 1 X
IM) Mm pmmrj I'm
`f"ho dersipr ,ubwits #h a cbed UNu-' aNC3Li d (A,ttachme' ut ) to be pmfor-zed asslarrvvn.on t
Plaw and dosm1W in lha Sp cafi=, and agrcrs tbat ximkp, of'work got rice iQzed. �a tho Scl Uc
whirls a)rt: r=c saxy amd ze ired to co*xle t3Ye v oik ant :d zohaLg 15m done "iaddcuW to =d as pad offt WO&
fax vbfolx aunit pricc is givun, =d rxaders 'rdc but retr addifi=ai pay=Vtwillbe =& fir=Uimi& ata.J. w c.
U-ai � for Wividuo lire ftc= slx l wed fork prtrjocV; whr-Auk of vaim, Pay applicatiom =d WM also
bo wc. d to dctrmrn = the =o=t to ,AM TO or DMUCT FROM tha C,=t ct LAP SUM MCE kr VWPmr1Y
amthorlmd addifiong or dt4w:tnd work. In 1c pvent of n awe to the Intact the comaclor &ha bt-bxdtW to
n4x t ss aodka d k SectiOA 0IO , f ,05, A-'Biddara i�Wl euvAnG plaw =d cie#tx c arm cod;
ftc= and g=afitics fror lhe work involved for bid analvir, by the Ownm
�,.. , �,-,a.,rr.... �' a ;'. * •x�'-'�"�r.{i•''? r �J ti '.
SEE AWACBM NT "A'x
......................................................... i
�.
- ...........................................
..._........................................
...
w
Avx,vv u g thus bid #.s a ba draft, bidbs d, aFWcrF, cb k or Cr M chGci; . x�ty floc z�oaays t oi"»ot
Ion a= fivc vcmat (511of lb�- Tow Bid papbla w ty oi`F*ra ztoc,•
Thn axrm=t d the cb=k or draft :
iftlisbid isamVtzd=ditundaxsiguPdshW W to excrutcAcQoULTactandeonWrlb=das;vc ared.itiSbcn�b
aged brat ft momw oftho h�4, or dmft w , biddvt's bond MllhstitaW k lin tbvxro£, AXIM b== the proper
of the City and 4. ire cowidae'd a,t; paye ut of p l drta to delay azd offer wM d by tbz City
buz2tusc-, of gic failure W oxxc #said w>x Gt and cowracthoud; 0hemizc said chc ox dmf# 81WI ba V-Wrmd to
ATTACH BAM -DRAFT, DANK CAMMR'S CMCK OR CERTUMD CMCK MRE.
%le cvexst Thai ore check or draft is i:xended to cap cr tiro ox Marc bids, t awoll at mat arc rxPIA to the M= of
tho bid suar&t= a£has inavidlol mxc6ow ovam&
Ifilit;aee),or doftis .Iaacd d, 10,maheireloww3xa�ait 6a�cl,ufoUo s:The6cckordraftw�i
be €olmd, irx the bird fox- L ,ry � # �`
1.12 FBRF0RK ICBTAYNMN ,' BOND
Tho m, jpO b dex' agrr s io proVidz, PcrfbnTAzzo *ad. and'Fayx a# )a=d ca domcd by iuWestDd pargcR
sazoh as ft tw4e � Ast o tion of A,xr crie% the Ammioax� 1140TW of A,rthitcds (ALk fu= A31 ), or ft
ft,
caxr�oaiOQ'aot#eosxix#�('otalias 33ida3acccp##a�f#tad�es},cost
o€wbiglh is imluded in tbr, )M 1,
costabm�a four chmsc axdcf is pertxftt of 0=p ard" cost.
1,13 UQUWATWDAMAOSS
-ne x xsip�,d Bidder =&MAMs and a res to the, Fo sion wd r" 7ATET) DAMAQFW7 in 1 a0
c==1 cozdi#Soxxs and shall ba smorA at tlae specsficd da gy rate for c tcjI cxa day ov partaa l cxxlar day
co ktim as definW her •
Tbjc rollowing is a =hadule ofml stklxrEo xoatmiala X pxopaso to famish on Ns job, vxfth%i: dih=xrfc k pricy big
added to or drxluctcd kow tbz B-. Bid,. ThtL Dne Bid ins lluderstcod to iaclardr, cxx3.y o items wbk sx )
dc5uatcly sp�cd by tic n=z or otbwise.
Ijmdcr'.;t .d ihat ifisopxicc dff=awx c ix iWicateA #hcu t;c#ionof=teari* i.8 *pvowlwifh#bm owmx, alxd
appzovaj ox T6t�oJ'iom of the =bAtutim below WM be i idicalcd Oor to sib of C'o tni*;,
..,LQWANTWACT( AM)
...........
A- TIO =dmipW Uy swmrn dqpv= avA my:� on oaM fbat tho biddu Im8 WMl :Id uo disclo=cs of
aravx=bip untucst amd ava i x Lion ro d he io to the best (�f x� kuov wiWgc is cmiza =d sadd
undmlgipW has wt mlcxrA ZID =y a mt A with any atbcx bidden or proveraivo biddy or, VrA my
og= pc sn, fim or s oration lacing to den prate uamDd ba said bid or anY Dd= bid, 00T ?MY
a pmt ox umgmu-xituAderwbkb.W pets=, flmax M VNPDrADUis to *aa7tlRfr=biddi r, nor
auy ap=u=tor7k=ngcmmt for ony act oi 0,jossion in rmftaiaoffteaarnpM6fa0xx x000 bx rJers Ica
b22 not disclosed to goypo-soy, Fa m or ook oxat tbt tc= oft s grid or t�epi=m;%=d bmh The
WM mist oleic the DIsclomm of OwtarsMP It= attnc c41 v#o as Atlachimut )§.
SOLSPROPRMOR
smscmm AND MORN to baox-,4>)�t teas &Y of c
Notax�r Futr3io
lwo=As Oa
i t+ of All Pare:
��
....--...-�...................... ........................... .
game arc {wd ox PlinioY. ... .... .... .... ...... ...... ...... ...
...............
s abovo �typrd or t�-
Na= abovc typal or p tcd)
S i3 CRMED AXD SWORN to bofoxc #lam day of, ' 20
iot,4 PIAblic
CDmoinioA pixm-
C.
CORPORKMNa
'tic:�.
Naa *ova (typed or
oMtr iba�tbD irzesi&i ch a ccst ad, wpy of that i-,e dlcn of Cuporata by-xavr try oO)tr
�#hOxirati a tie Corporafica whiob pcn,6U too pers u W Cnm�� th; omr f*r ft Co o'tafiom)
Athmll:
o.ssits� �x�r
1.17 Rlz Cm
0
�KXU A15T: U
A- ][n Cio lax= (3) mfC10as #Dr YMIF ffim h3s cOssx h wo* of R �isx ar sc 51 the pmst
two y=,r. in o swo oi"»ais.
arrs
Ass:
n�ct Pcs�am:
Pholgc:
........................................ .
Cckxftltct valtm:
tstci Aai:
3, Nam '
Project References
V Phze of Crlerivir'w
pro eit: 2,004,20D5, 2006, 7,007, 20OR Road Programs
C jait. Robrtt Stwit (847� 904-4347
sale mma, Slam 8cU'6T% ats'tlwy ewm and Road \Volk
15.000100P.00
Project: U4ywocd 5° AV,.' RecmVuMiOn
omaer Muk Lucas (708) $65,0300
Want Vain, Slom Scwrm, SwDary Sm-w m, Comirclo, !Ahab, StrzosrmK as:d U9 Work
$8,20G,000.00
US}S, O f�, i0 2 9 l o4cxls: South Wzh4 Wyrtst0rC7, uod WTWo Grove,
ColgooL, MwkDm h mitker (915) 459-) 260
Wilto r Main, Storrs Srwm, ry Stwcrs. Couctcti�, Asphalt and P ad Work
$8, ,000.00 �romhirc d)
village of f mbaxd
Froita, 2006,20D9
anl�tc[: stay Sehawb (630)620- 740
S%Orm SawiCr, oacrcl 3vis3g, atchi , Laadse*08
$2,23 ),633
Vie#agc of Skokk
Prof ca; 2007, 2008. 2009
rrlmct: -%V Nam Bai lim (84' 933- 23
Demolil k)n, Milt Ck nd ing, Egalbwork, D mIWIV, 4vorscrelt, LAndscaW'
6,136,620AD
City of Lake FDmst
1Pro�e�t; 2�4$, 211
Cornaol: R=esh I(a nstpwcUy (8+47) 234-2600 JDmh�a, Ea�wosk, (`Rnuctc, Paving, Landscapi pg
$6,785,227.00
(oxdy if comma FI=Mft S14,000)
INISTRUMONS
This rcr ix p;timmt to Rx=fiva Wer 11246 (30 ER. 12319-2 ). The �nplmm6n& des and
TzgWaEiowprovide ihatAnybi ex*)rprospectivecoxY# dox,Orazycffh ixVrOP1Ds+xbon #sxrs,s-b2h taftasanix .
Sax!offtbid o)rzego6atiousQMGc,ntso.dwlaMhcxftlx s-PU6 0t i�x 44Ypmvinlsco atarsalacontx'act mbimt IQ the
ccpal opport=ity c# sc; �md, if xo, WBA= it h-u fiUd 0 r,o �s c mpogtr dose tnxdex ztPP1k:'kMO izrslYmticous.
47jr= the "nii mtioA jncfzcatos ttt ft biddrr Lu not 00 a compliance %Tmt dm nndax %vp# able iarlrrrctiow, nm&
bfdciex dull be nvizcd, to wbmit a cOV;0 =cc xcpoxt within sc'v . calci d x day&ft bid opcnit gX g000wmtshOlbc
rq>ort is wbm1 tM-
a c andAddrz;sj� ofBiddo• hOule 2V Code) .,.
---................................................. .
# . id s psi ieipatcc in a pxtv:ous Owmd ox to tlzc EqUO OPpamm it clause.
g NO
. M&Y kms Meti all r U kt ' rcporu clue under appaicabl� �st�mti0w,
ec NO
. Suva you ever been ax are youbei o us a for V-6014dut to viola iGuO i?:tt +lave der t ?A =cndcdY
e� ls�
m�
Title -
Date,, ��
111hols Department
of >nspbafln
Schedule of €'ices
RoWe
IY
,
COURty
_.. Cook
LaM -Agenq
city of Evanston
Section
PW-R
-1IQ
R TURNVVIT14131D I
(For cmolett infer• a1ion aaverinq iliese items, see,
plans and epeotficafions)
item D.
Items
UN
Q�en#3ty �
nit
Noe
Total 3
j .,...
Ti�or�ry lwer;c�
root ..�
�:a
y.....W
�..,
Tro Tmok PMe cry w.. ............
� 0
3
Earth Saw Cuts of Tree Pests (RODI Pwirm'rr q)
Foot
8,45
4
'fl�enop sic Nve ent rkirg - Ufto s and Sy Ms
, R
5
!0
00
..............
.
..........
�13��
pla*W PauemesMnq lane w 4"
Rd
. 2M
. -s q�:.
e1si is Raven, lge - 8" , .
Fort
3. 4 S
..
w
7
to o las9c Pavement Oar» Ire 8"
Foot
47� 1
w
8
aver er i # adc€ q Uno -w
. . ..... .......
..... Ft
5
1
dAG
Then cptasfD Pavement MaOng e - N
Foot��$
•�!�
��
10
Abe �vr, 35"1 �d8t.�,.,!.
Foot
11
CGTnNr;w 501 ors, 9 W. sped ALF , Cl, UO
Foot
201
1,00. 60 ...
--gcaawl
12
F-EMO Y
u.Yd.
173 .
. d
13
eac SW4
uNd•
- 518
r, Gil
.,. �,,.1 �..,Ilk....
1 ..............
rEmler l ci Ol
— fan
................
15
. W.......................................
-� �sf l 9ere1, Type B R UW pv�raiy
kr.YCi.
07
0 .off
i
FamlWaq mid PWRp Tomoll, 3"
q.yd.
�. 711
- �....... .........
;.� 17
Soddy a S EE T`Glerot y
�.�`d•
- - � 7'10D_Lq
Bolo Base rye, TY 5, 4" Y-
S .l t .
88
.......
r � .
0
FCC Base wrs� WeF i , 9" (HES) y
.yd,
......... 20
......... .
� �r '
� . .........
4
.
Ft awes Material (N e Mtn
�.
.�... —
-
3
.............
A naata�£ niaWA)
. ors
49
.......�
23
i*cefor racks,.drA WW aWwgS
Ton
� 29
W-06
4
L�evLliq E INU, (Mac tree Meths d)1450 ill , rr `I
Try
8T
�tx
----------
a
.........
Leval€Fq Nader, ( acNne'Me d) N70 OL 5MM)
Tory
........ 378
28
Hot -Mx Aspbalt ;Au,�3 Opt=, Wee. yN50 (L 9.6mMI
. � TW
1,318
5 66
� .
7
Hot -MN AsphWt $daoe C�iurso, NnIL .5mm)
Tan
567
7�
€ r��,a� HiA- tx halt u�f
rtCt�e Asp
Tory
�48
'46. 6
, 0.0
Page Total o
be oarrted forvmrd to Page 2
ague ai a
SLR 1 a= (Rtm 7105)
P�frStCd+,fa7lT.ifTQ3� 9.d5,02P 4
UV11findis Department
of Tr nsp6r n
Schedule of Plices
Route . .... 9 � ..........
County COOR
Loa Avncy €tv of Evans- to- n
eot M-Rij-1102
(for tomplete anformauon cover€rig th Se (terns, See plans and vedficationr;) � .. .
Item No. � Etem lEr��t ���€�€y � R�oa Total
30 P cc NvOray Pavement, 6 — W.. 0 A 4M,00
31 PCC DAVO%vay payewnL ah ....�.. .Yd, 04
. _. .........................�.. m .. � , .
32 PCC WOMIR, 5P ;Q.Ft Y................... .... Y ......��
33
.. _.... ..................
,3a Wvem Pavi�rr mt R4 rr Yal
35 CurbRemoval loot � 4,995 1 0—a5wa
................................
35 Co Wat€on Curb aid Gutter RWNW 34427 S. 60� -:?rl 66
............
36 cow SIN Tory � 9t3
V...........................................................
39 Fw[ Depth Pewhes. spdat. i V 2•' , .. 5.29 ' O.off_..r
41 6(orm Ssevem, 9 Z", Spedal (0.I-R, U 501 Foot �- 34 . o JI 41MN;65
42 Storm evmm V, SPl � ,� P, CI.60) act 149 ' •
Y..........................
43 ;et WA 12, ( .l.P„ CE. 2}, f s3�, oir� .. E oft ............................... iA
............
44 darter i airs. " � .�. � 3. , Pt�s ,tt}irtt Foot - 0_ ' � Z
....................--------.... n
Oc
45 Water *18 (E} W-4 t, 52), Fliis �.sro-rii Pot � 4,3 ��r
4 ator Haan, W (WRI, CA, 521 ire ofla"y')SEW Foot ... �.. � 1 I :c
47 rater Wik " P E.F,, ., 62). Posh votrk4 E'ool 320
48 Vito ar E= 5A G8$kets. V;j1c?us . =plada, As HOaM aC Y 6 s ... _._ . _�•
49 water Seroce Um, " Ua, ortom "uhrr#, Co'M1ot
51) Waler SofVice Urm, Z' #?ia. or Less, LoRq, Cv 010to DO 90
4 WatOt Service E�di............... � b
B' Pmmre Tapp 12W Ta SMv% F Wapping V*%
2 COIPOWE80
8" ftsswe Tp4106W TaF 9 dsY% W Tapp�rj V;0%
.................
54 'VoterVaivo,12" .................... .
........... Ea0b W 3 r
.r�
€ed forward from Page I 41�.:
Page Total (To be carried forward to PaM 3
9"o 2 of 4
Peintod in MIMI1 1,.45,03 PM
Ulifinois Department
f T n3 r L:A Schedule of Prices
LDoel A enoy City of Evamton
w
[RETU N WITH B16-1
w fii' r o Dl is ir t� r� v fry these items,. see plans and Oeral�cal#�r��}
item NDI Items UnIt quantity PTIM #��3t ">i Mal
H/, 529. b6 &6 OC
57 �f #i rar , M Pipe withAuxValva S -box, wleto lra .....,._. 21 57 - � • ao
................... ..................
B A Ge ir;cl Sa i3 e� ers ? € ors t a 107 . f J. _ ,
....
59 lala� A, Type i Rama, OPO4 Ud (38` 29th) Rob db . V � lily �
H h Capacity Ifflots, Type M5 Grialo NWRI.PlIN 7036 Each � 4;, f
63 Ga'Qb Bas€ns, 'hype A, 4F Dia., Typo i Frame, Operi Lid � -Y... 3 r�• 40 --4- • 00
62 #�mho[n o A, 4' +a,a Tyke 9 �rarne, ose� �'d Each �
m......... ......... ....... .......
Vb ve Vaulls, Tm A, V Dia., TYPO i fame, Qosod Lid 1* 2
3 atr# 7o Adlasled Rash 10 �. ., .. .
67 1arftf%Ta Be AdyWe Eat �.. 14 � .2
8 Valve Vag G To Se Adjusted �a � -.. l
J-r
..............
69 V4ve Soxas To Ele A4W _ Cfi' 3 �_ �0.6 a , .
0 ftb Capacity €nMs 7o l Relac ad, Spedal EaM --43fi�46 A ' &
-
71 WOlRs 70 &a etr���racteai W� �ac� 6
72 MaRbote57oBeRmn c# lwac y 92 l�.
73 Removing Well I� nC�•G
74 ROM-Dulrm Catch N4n� I-E. h 4 , &Z- .._. gV.
zx
..... ......... ... .
78 -- R ov'pq halve Vaults m - E - � 11
76 ROMOvlrog vaiva poxes Eat-' . -13 1,64. 60.......
78 Roves and Ud% Typ 1, OPM Lid Each � � 5'r
04. � �7•
......... ................ .
79 Frames and 1. s, Typ #, Closed Lid tub 14 ,7"4
80 E:ar:orale u , 8 (AC-P- vf: ) � Foot 210
81 fib, ors , Curb & Gj�Ver, TypD 65.12 ( 5P-WdM ) Foot 7,467 �' 6 a
......................................... .
82 , DeWble Wamin.o-
arrmd fewiard ff Om Page
'ago ToW go be Mrrjed forward to Page 4 }
...................... - -
...... .............................
Nrated 0 ?1 V2011 1 45'03 PM
(*10hoks Department
f TransportAon
ch*dule of Prices
Roots w-r I —�
County k
Local Agency Cityof Evanston
Seotio PW-RS-110
............................. .
f For (,UM Plete WOFMatiOn ODVOrinq !these l#e S, 00o PIMs ant# *PaWICat€orr) -
ttern. Unit 3
o. it �t goamity Prig Total
83 lreet swee ire 5A --,�.
n84 &Ppir3rr+ taTWOWM , ......wn
85 Exp?oraum Tier , D < 10 each S
Pro a�x! Pcs Cons os on Stab- ur#a ► dWapl . i 4 ? 9 �.. ..... b� 0
... . .............
87 ar d Plot �,A
Br`c c Pavem Rem) xid Riwlam onl ,I #• rtfl4 r .....Y..A
......... .............. .... .
D Tefpxe Paverrmt MWMg Pne - 4" ..... Foot un
9rrporry Pavemot Marker °'cof - 106
92 Timpora +Pave nt;4&rMaq URe- 4' ....... 46
93 Pavemed en*lq TOD, Type !II " Foot 71 G
94 Ste# Term Pavement Mask€nx 1,33 _ _....... ........
.........
9 Work Tone Pavement hlLd lr c gam
Re vst � �t 675 � 1 -- 4
_.. ....... ........ .
6 1 laveept Marklflq #err}oval.35 c
r-
7 Cbaooeablo twleasagOt Sign Cal. . 8 --.zvxn
98 Cor+ Waon Layoot f _l.iEf p Um I i • Do .5r
Canis forty rd from Page
Bidder-, Proposal iior making Smire Improvements.
13, The urtdersigneed further agrees that it awarded the c ntmot for the sections conialsed In tie #'crtloyving oorebinations, he
vjIll perform the work in accordance wkth the regWrements of each €ndiVidval proposal for the milliple bid peolfied in tie
imbedula below.
Schedule of Multipte Bids
a
COT"fM. $ Ctjons Irdodm 3rl C'.OMMnoon Tctw
Uon i dWr
. . . . . ..
Page 4 o4 4 MA'1227. (eV. 4105)
p6nt S on 7 912011 1A6.03 PM
e
ATTACEMNT 19
DXSCLOSUREA OF OWNERSHIP WTERESTS
My ofEvawton Ordk=w 15-0-78 requim alb ptvmns (APPLICANT) sediug to do buftess with the
MY to PMvide the foHawing Wb=ation with thok proposal. Every qa"fion must be amwm-t4 Ifthe
qucstio,a is not app'ficable, mw7,w with "NM
APPLICANT NAM.
"PLICANT ADDMS-
TEMMONE N"BR;
PAx NUMBER-
A-qD])JL)D- Vd V�Albvr�3 I,- W)9,5 ... ..... . . . .. ..
IV 259
sir. .. ... .. .. .. .. .. .. ..
/&PUCANT is (C4,Dck,0ae)
1, C0VMfi0n%-2. 'P&-tUerSIi'P () 3. SIDIO OVMCr
4. A=ciation 5. Othur
Pleaso answer ft following qiiestiow oa a sepamft atfacbed shczt ifneoe-=ry,
&EQUON I - CORPORA
I& ME= axed aadmUcs of aU Offio= and DirwtoTs of Corporafiva.
r4 j A
t!t . ... ....... _—A
. .. .. .. ... .. ... . ..... ...............................
1b. (Amwer only if corporafioa Was 33 or mo=hojdm�) Names and addre-szes of all those
-0=holdas owning shares oqual bD or in exms of3 V* offt propor6onato ownenhip Werest and
the p=mtago ofshareholder iDtacsl. (Note: Cwporations which submit S.B.C. fb= 10K may
subs to that eat=cnt for the matmW requhvd hercin.)
K—A . .... ........ . . ............
................. . ........... . . .. ........................ . . - . . . ..................... .......................... .................. .................... .
c.
(Amwer oWy if coVorafion has fewer flm 33 sbjarchold=.) X=es and aftesses of all
,ft ftldcsd p=entage ofilmt of cacb h=W, Note. �raonswchMI jt.
form 10K may sunsfttc that siatmoilt for the watcaW nquenA herein.)
2a. The namc, addrm.% and perch a of its of each paler whose is A, th Whether
kited or gewm, is equal to ar i�a =eFs of 30/0.
b. swda'ii€om: The nme and ad&ns of aU offi=s, dhwors, and other m=bcrs with 3% or
a. T st n hor and insftataom
...............................
3o, Tnist or estat e e a ice: Nam(% ad&css, mad por tago of inima kk total entity,
. .............. .
SON 4 - ALL PLIADISCIDSM
4a. SpocAfy wbaol, if my, int=Ms dimlosed is Suction 1, , or 3 are being held by an a� t or
nomizze, nd give the nmmc amd addms ofp ipal.
�--
4b: if auy j�a#erast. mmed ia Sc tim 1,2, or 3 is being held by a "holding" eorPoration or Other
"holding" entity not am ludMduaL sinte tbz xu es and addrmcF of all parties hold mmc: dm ar
% biteyest in E t t' 1d ��t or r fion or cwiV as zgxed i-x I (a), I (b), I c , (, aid 2( .
w.......................................
----------------------- -
.................................. .
4c. If "cauBtmotive wntml" OfOZY WtGmt mmeA in S mfions 1, , , or 4 is beM by nay e r parvr,
name and mess of PadY Wig. c=fnlofive cM3xoL (" CoX.s tic 'vFo contror, ufas to CmIT01
established Wugh voting gusts, prwdm, or upmW ftrms ofv t= OfparbaersHP affe c ts,
lb ,.off. wfhhcld aclos€ re of any intaw0mown tome. womatimpx0vided �S am d'. and cuupmt.
ATTEST-
o Ub o
(Seal.)
� �,
t jg W
BV,))SF, ; Alffi a it of Joint Venture (MR)EMMERM —A
This Fom need not be submiIU4 if all joint ventiu x;} are NMFs, WBBs artdfo r E$ s. In : uch case,
a vvdftea joint venlDro a gremcat bctwoen the NME, WBF and EBE palters mug be submittlA. la
ail proposW joint vcnftuea, eaoh N013 or WDE parser ut t submit a copy of th6r 4=rczat
CcOffication L, ttcr. F E staius will bo Died by the City of Eva ton.
Aff Wok'mution requeged. lry- (Iris Schcdule naa5t be answered in the spaces parvvided. Do nut refer to your jvimt
venf are agrccmW except to ezpaxd on w;,-,Ivtrs provided on tWs Form. oddl#��n�t 5pae� is rer�n�rC�l a[i�#zliakzvF
sbcels may bit atta, hca. Me Cftp of vs}nston reforeocos 49 CM Vas -t 26 io evaluate evmpidanee vAth
The pxwlsiow ofSdIeduk , AMdMvit ofJoint 'v¢nWo (Wzr"M).
e of joint vcuwre.
A,dd=x ofjoii#t yQutiot:
Pboac %a seroiCjoint vvwux�
r .
.. ........ ...... -.... M
IT. identify, gchM R4't3 fMJointvortiktrepArtMz,(s
3f*�amc of l�ix�n.: ,
�►�c3.ress•
pixie: ,
Contact XrMsson for Wit 'rs rovcming WF
M. Identify "ch non-MEMMERE jaintycnWre parWer(s)
1�rtdress:
'onc
outact person for matters conzerning KDEMM compliance -
Dew rite Me Mots) of the. MEE. WM, and/or E vartuer(s) in Ibe iointventure
.� .... .......I.......... .. -........
Att�d a cagy of Ilse join! wulure GM agrmmeut, Tht 3V stgr, mement Asill coxzrply Vith 0 C M, Paert Z6
e010ta 26,55, Farovisivn (b).
in *xdcr to IVMB, WB)3 or BBE Out v tusa W='$ sic ill c ov �bip, coaxf'ol, and
r'MmL ement xcspo=bilitxes, aO tlxe rbw's risks wd profits of thjoint veatmc, the MMWjoint Venture
agrcex> tlt Mugtibdude specific grails Mlatcd to. (;) the coobdbufioxss of =pR21 axed cquip=w; 2) work Rems
to be pedbuu d by the FAWSW E's mvo Ibmek; (3) Work #to= to 1)o perlb=,d undo thlc supc:Msion Qf
the EMBFIRM joizit vo-arose pa el; Ud (4) ihv r:0nuWixvcaat of Mamag =W, sxrpervisory =d opet'ative
pUsonncl 010910Yvd by the MSEWWRTBE to be dcdlce t(cd to die perfoxxn cc of the?a`ojcct,
WIr It axe the pcm'owsge(s) of $l dWBWFX)3 +3vmerzhip of 1 o joint vonv=r .?
JWMMBE ciw=rsbjp pmwACage(s)
lion-MEMBEIRSCowncrsbippesce gc(s)
A, Specify WRfWBWBB for eftch of the fojbo?wi.ng 4 dptiow and Olh(:r
detO as appucaisie):
L Profit Wd loss sbaTins:
I �Pjw 00xi 6hutiow,
a. Dollar amounts of Witial i;mUibutfan,
.............. .... I ...... .... .
b. DotNx ai xmft o£anli6pated ou-sokg Nntnhu oas:
. Conbibutions of equipment (Specify types, qualitY and quan t;es of ui ine)Rt to be
providiA by cadijoint venive a :
�n ............................................................... .......
4. ether applicaNe mwn;hip interests, inclading ownership options ar otbear a.greeMeots
wWch restrict or limit ownembip and/or control:
......................................................................................
5. Frovide copies of a]I w i am a cemouts betwofsu jobit ventwe partnols von"ling
this pyojoa
6. IdentifY each curreDt pity Of Rvansto'a nlra0% aAd each eontmd oompleW during
thi-, past two Yo= by a joint v lwe of two or more ;ems pulicipat g in %s joint
................. . .............. n.................. .... ..... _........................ ............................. . ......... ................ ... ... . . ..................
T, Control of and Participation in the Joint Venture
denliE byname aid firm thM individuals who am or MU be responsible for,
and bavc the authority to engage is the following wana gemont nctio;js and
policy decisions. Indicate any limitations to heir authority sack as dollar
Iimits and co -signatory requirement's:
A, Joint venture cht o*k sing:
L
..+.N+......+......................................---------------------.... ... .. ----------------__----
� .Npgoti4ug and si. ng labor a8xeemcnt:
rev ME Sl rm lfmEwt 174s-)0
VM Maucial Controls of Jobit Wuture Y
A. Wh ah faM and/Or individual will beTaspowible for keVing the books of account?
..................... ........ .. .
B3 Identify the "managing partner," ifany, and de .be the wens axed moawre of their
compensation:
....... .... ..,r,.. ......... ....... ..... . .... ......................... .., ._ ..... ........... .... .. . . mmm
................ . ......... I ......... .. .. ................ .......... .............
C. Wbat at thprity� dogs eacja joint ventxx par er have to co -.t or obligate e other to
bxsur a and bonder cca paWes, fmanoing insftf.ons, si)ppll , =bcontracto", and/or
Othor parues PzTficipains in the pex'£ounanea of this en act or tilt' work of US P rojeov?
Vim.. State thio approximate. number of operative personxxel by trade.) n edcd to perform the
joint vent -are partner's work under this eoutrscL Indicate whether Uxey w1R be
MPIb ftofthe ROU-M I' BE/Ef3 , firm, the NMEN E(EDE firm, or the join:
vtuture
Trade )n-A4B2fWBMBB Firma. NC3E/WBE/BBB bxxxt Ventwe
��xxr�a�ex (nxxrn�er� rater)
MNOBBEsgkcirentEan 3Z-{} 10
C. Which P"Iu wriil be xespiDibie for die prolwatio ofjoint vc11t.oxe payrolls;
............... ..
IX 'lease Mate any material facts or additkoW Worxnation pertinent to the control and
Structure of this jowt Venture
................ . ............................ ..............................................................................................................
.M.............................. ........................................ ...—_......................... . ................................. ... ....._..................
.
The uadmsignod affirm That the foregoing 81atements are true Md COTMot and include all
material infomation necessmy to identify and explahz ft tc s and Operafions of nwIae�l. jolt
venture aad the intended padkipAon of eacb pamwr in the t d� g. FWhc , the
undersigned covenants aad a rces to provide to the City of Evanston cu rreat, cDmpleft and
accla to WOrmadDa MaRfiug actual joint venture work and the payment tberefor, and any
pyopo ad obaAgo in aMY proviszoa of the joint vmtwe We nrmt, and to pert the audit and
examination of the boos, records and fflof the joint vent.=, or chose of each partner
poxtaiMng to the joint venue by utboxiz Tepr c tatives of the City of Bva=ton.
3,�IWi�$BSps�-ifEe�lan�s ��a}8-�4
Any watr fial is;r use t'alion will be gro Inds for terablaflng any couiract that maybe awvded and for
initiating action under WeiWeial and state laves regaWing false statements.
Ott: If der wing this 8 c cdule C; mW Ncfore the com letioa of the joint v to 's work On EhO PrOieOt,
thure is auy change the information submitted, fhe joint ventr e must subm it a revised 'siom of
$ c Qrjment to the City of Evansto-a eltber diectiy, or tough the prbnr;� contractor if the joint
veoro is a subcoiitxactor.
N=0 ofMBF/WB13 PmIner Virm Name ofnon-mniQV F.,f BC Pier Fxn)a
Signaturc of AfflaRt Sipetwe of Affiant
Name and Title of Affiant Name and TiM of Afi amt
Date Date
Oja Us day of
0 -, fto above siped o aeoxs
.................
Yam= ofa£Fmis)
pe,rsouaUy appeared aid knQwn to me, aye the pmons dosodbrd in the fomgoin g ,Affidavit, wbo
acknowlW Sed that tliq executed tho same in tho capacity hexem above statrd and fur the parpose
lic eia above coma .W.
vgIffREOr,, I here kto set my b=d and swl.
(SEAL)
Commission ftpir-'I"
MrvF EDC. SPMWLMIt" 1 0
o tht b t of Tidy I=Wlcd9(', im f0vMatiOR and is SiG t thv ftdt anod reprc"WW S eon#ained In tlxir; tridavit a ud
att Ched sc ed le(s acre uve, and no m2t jFil facts bave bem auxitled.
'� 1re 3�xs�s�cxl���po�cr�f� og#ctaX�cs�a�c s i#.c #'oS�o�v�; �er�x �s x 1Y�S�3 Ti.,�a�sor� co�la��:
I do �;o�emnlY declare and affirm Onder PeuMlies or perjkiry thit thr ce>atvAN of the foxegoin do"Mut ar0 true
s >ud goirrctt, axe d that I a1n Ruthoirized on bey:cif of (10 )lddorM'upOF,'Drl OTA ractox, 0 make thi� AkMdAvit.
� 0
Signed-
D=ly (city) of: QMK=�—,r
DAW; ;DA,5--ff -
' Mjr� RCkaDWICdgCd Coro tzsc o>z this dzy of
Dtl +
(o o�i� r , ilrox d of e�rj �� Notary seal
#+ AWSB$ 12-MIO
AMd RVU of WMEWE GnstlXxttPIorDezOa6o)xPIA g
p jee# Description,
p cif<c oraNumb":
I lx reby dw.luc =d kifffm that I M to 434y avftf 7xd oresenlativc of,
amp that X Ilave atI&OXity to C%4�'to tlris affidavit o boWf of OiU ffimhave sosra }� r red ! s tcxia ars$ facts
set ox�z hero ix d c bifsg awr z osec iaax to ao vc !hc 3l I go of`tw cosxlMct opics o£afl ME or
Vi1 ccrti cafeox s )la}-0 been atuflwa. 1'6thfar this rim mor its ��xlasCxS, dir c#om;mdfor a control ing
inn st, a conflict of intexrmst, or My allthOrhy 0 cun"I the sctivitar-s of tha sn'ukd Ml1MBE fWS),
do >r�xcby cczl fFrai-
�i �o faartxcia#e ss � �bcox�#xactor oz� #ixa
( cc of I � Firm
projcct known 119 r .. �,.,
(Tyke of Worlk"
ula,"( Nxsv
i]o��ar o�xt o� �ar#.ici�a�#zrsn
.................... .
S?�rcc�st m�or�srt o£ � ci�ra�axe
F;nftc, this ftm v: (C%ufk Only Ono)
uorzly businup, Bntt"xpzific (M9 , a flan that at feast 5 1. ° o, u=agcd and coptxoUcd by a Mi rity.
Worrcq's Dlzsincss Werplisc MU). �l frim thal if, at least 5 t X,, managed and coyaoiled 17y a Worn..
-sva0storx Business rZilterprise (P,13P, a Ion, jocat�<S ix, f;vaus#on for a tnirAynum ont; ym and Which puror= a
"co x etcially %avl ftrtiol'"
[if wuvgr Than one sxsbw)ottraefor as indivaled, a#tarzb co pl.efW schedale for addiUoml arlheaaVrlkcl0rF;, which N
atl,Racd f0 Us af'iiftvtt)
3u MffS$F, pb6r2rl lsOn I7?A-50
cikdale of &ddMolual KMEMP, SvWnt?actors A
d hemll y certify tbat,
inicnds to paLT&ipat as a St�brm ctor on o
xojod blown aQDA—,
,ypc
is a: (hook Only Cho)
� incWit'y Busillpssl n rpxas },a jkmli)atas at Irint 5 1%, maiagand trol d by a
minority,
Women's Bu ess �#c is(wB), a firm Mai is at least 51%, managed and
eontroll"d by a Wvrmaa.
vans on3aminws -Enter E), a rM Iodated in'cvanst< to fora nimi r a osm ytax and
4�r oft e orms "oo mercially USICIful s 'On,.,,
�� i V>WiIL�09()
,�c�dzoss off' �
MI
Kl�J'S.9 1 -19
Dmolla.r Amon t of Pa 6pafion
--& k 5o
Peroomt 1 mmml of Par6oipafiOn
lust add Monal streets os uvc,?wary and attach to affidavit
LOter oflnft at rrOnt MIMERF, W PPTfO)cM Os a Subcontkka,tor, Supplii�r, aadlor Con Mtatttand AWirmadou of
4
� #r� �#icipa#� as a �sba;out�aclor o� the
a�rme of �� 113 E inn) •
i mjoj !
(€'70�m scsiptinst}
his €s a: (Mc# ck Wy 0*
�- surrzi# Sax ssa t rz�s (i i }, a rvm that is at least 5 1%, wamgcd and mttro)k Y a V,
wo=sti a f= the Lt i�: at least 51%, wai aged =d cmtcollcd by a p,
y� yy�yy� rva{za;�ton[�,3wi�o� `s P'ni r xise BE), a itrxx io a d v r s ors fig ' s iui m a c y ax v sc x S or s x
Lir'()j=e iajj'y useffil fi7.� Oic'n-"
Emitsisf MBZ or WRE certili MUMS ltn b tt atfavbe .
The mdcuipcd is preput:d 0 xovidc #eta F0110wiog dcsesr w smviccs or supply tba folio &scrI 'd god in
c,ax=cfion with the abovt �3,-Mmd pxo tlr�ou ac#:
n�; above dcsQribcd per 01r1Wwcc is iocrcd for the follawiag prim and d oa'bed tams of pay at:
'(; uftdonigmd will cnW iOto 4 furze sg,[c@ =t for #lie abav�: work with you its a prima i=t ctor,
Adit oned u€au'o youll cxtcMi *Fa vr�'itl" .cpwaat with. thx' pity of iry 3#ors, and will o so wi#is {3 ti�ree woxk g
days orrecelpt of a signcd co u r m the a ty of uvs toa,
( iguat ofO z�er,Presi ,�u cdagmtof�' M13E)
FILE COPY
1rlos Depwbrmt of TransportaUon
oft or
jume 13, 0k
CeTotm m 1�=000
volio I eI yr
14M W 1110d TrVcW-'9
K=go. IL 60BD4
perar V3tP. !Q motor:
Your rTm hn burl wed gs a Mladvamag;c� 5 1�%E WWO (DS )rk
aa,WMricc v h `ft 49 Part 2S -DF lhz Code of Faster RAqU10forM f0t ihS
p� rs d shown obwe, TWO [:tr' wftn allom your firm to paruepate as a DOZ
on #ed.1rW mftaW by IDOT, Ck of MaGO, CTN MOM'and ftm
10r is your ?rocs mar, In ord a' to mmalft In good IG, YOU m
our ally wbrnft a v CA-aryp A darA Owt vol be cant to you sd fDmd GO &Yl;
pdv to tho amWmigry 4m a of your ceW m'#np- i Affidova arm tN4 tharo.
ftwo bwn no t trs in fa i s d= �I al to meek
sb uitem,�e}m, i_dvan M .to4m, ovwra p, orw=tyf�cw�tl �€€r�r srft or
any t�l i'Fi► 5cm in ths, F`j 0 iftn 1 Wed kL the vl#F u9f�+enuLl t lVxsH r
At any #Brno thoM hi a cE mse in tha VMOM D Or ODntMI Qf Yi:W fir s YOU BrO
rawme me ie sm afo�r nnufy tt lors OF 0mok Sas s Smterp6wg,
ertWjc 0n SaMM and brrF4t jbo rom,$sary dmntenWon wflmcft lbo
cape. l''alum to pmvldo ih1n; 11mms€ an amy bw 41m= #ter A d0rggl
on a WamtoMommof maybe
ro t tP your Tkm Ig fund tp W Imeolmd In WdIN or•r.oMi3dual lrmgtA as es
"Wffiom-
Your Ws riame vng aster in the next adfth of ft IL VOP Diredvq, TWO
4irwary is ww by 'lie =r tmUwm as WD11 a +tat apn6n, trr UcWt
g �i'i C4 DBE 91 s. Tta Vir+ftry Can Wacc=W Qn ZO nerrsest
File Soto*
For 'v KtO CourltiMMrd thO DBE Qcab the DSE fM'A mutt P040rm R
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HfindsDepttment of Tran,
Office of BUsinm & Wcr aMO Dive ity ,
2300 Soulh Dirksan PWkWAy ! SPinglield, I€I WI$ 62M4
,august 21, 20
ERTIFIEf34ETUPN RECEIPT REQUESTED
?fir. Vaello Melgar
Interun#ad Trucking Corp.
2125 N. Kj1patftk Ave.
1lsicago, iL 60630
Dear Mr. MbIgar
The tftina!s Depa tent of Traisportaftri (VOT) #gas approved flte ,rNp
hggge Affidavit' for Interimit*d Trtraicino Corp,, Ond dl 40r 3rlod t tho firm "
continues to meet DEE eligIbiify standards to perfotm wort towards 085
in order to remain Died and in good standing, you must annuMly subm t a
o Change Affidavit. =T VM tend tart AffidaVit form 00 dayc. pftrio fire
firm's nextannivemary sate,
Should tide subh1ifted information change, you are r quirad 1 n6# + IDOT's
Bureau of 8MO SU-SIa s Er'Ie ces (bureau) wt xn 30 says'af the ch�rlga, -
Note, Pursuant to 49 CPR Part 26.83(I), whanevsr there are any changes
in Orcumctancwaffecting your firm's ellf bilif status. your Prm MW provide
written n0fi tion to IDOT Othin 30 days a'I' the ocuurrenoe of the ObEknge. If
yau'fail to maXe ftety notification, it may resO in the loss of your firm's, '
If you t*V Wly quir,-Mionv, pl(-Ar-0-to tact the soreou of SMW1 Btrs#rram .
Sincet0y,
jjj
Debra A. Qlark, Manager
Cerfirication Section
Small Business Enterprises
I {. A READY MIX C ONGP5-Mr INC,. o
r
19001 OLD LAGRANGE RD, S7tn $t
MOiCF-NA, tL 60448 AfhkzlYDistpAk0GRff 4
P{7 8 v2$ $ 7f3is 3 6-47t! AIA£RICAN COMPANY
**ago CWGIun
cusiomttr
A. I..aimp 0=Fete
a",e:
114IiD € i
project:
2011 Fater Mairi lmprovime� Tits
&alas phone,
312-4 -8100
Ad r s;
vart ton, PlinOfs
r8I01
H#d N o, 11.-63
03/1612 11
Tool EST Yards; 2kjvg
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5,2 Boo % AE WR, FA ti�r60 �y.
500 Psi {R 72 homr v $96.00 cv.
$200 Est @ 46 hours
�k.h f ] i{ ee CC }}}}`{{` }}��+{+{,,ffI ,Yy� x � 7"f 7,�'JT}�� 3 +;�,•Mw Yir.s}5Y-{'•�R }����14+55 My_yi r*
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Gen1'-mT Gojlvac�cf i $v§wr
vA(mACP.Accl,`�LY{ Pf}.._..._ Y P
HfghFtprgc Warn" A000vr
"nicr;oav:ar �- 1111 xleGau h V31 $4.0
Sakwday 0ellywy;
fS1t3.CQ
O OrUM0 rAP%r(ry - nViO' PGM 01aNrr may ;rpply: '0
... y .. .....
HGtvft1lwrfioArkR; rcy $10,0D
'<+slninum k+sad Charge: - O OHARGE
,...,n .
v x� rjg r o �14 w Of; �lr�jcrr: �a�in
A Sued F jn�hwpv4J be e;fccN+aewhm IMP pgce of dleWl luc�>} WDdf- 0.75 pergsL�zrh Ant your 6. Iewrej% deea�ls,
....... :..:....
.:�»..�.,,,
„.. �€o�fs os t7tio�; • �� .s;�� �� - �:�o �m fat $:�v - ��:clo ...
'j)UCa W �neludca! YSH
fink yoxf `i, cpport+�rd4y+ 10 gvem tl`.sa ppoD r' #
•ry : + f . �, 5, _ . �,{., ,{�*��,+i�."y.-"�J�y�yB _ c"�4{� ��L (" �'.t /r;�i 4�::,-s :�:' `-"`':'}' "'- rySA,.i"�v{.'�:7t';�',: r,..'ti :. trrt :,
•Yr,'; t� V''y) u t ;f'S{4�i' �"5T5rwk r,1,C{V f1��.V.i[.��,{Q:�M1Yi._fi!�\'it' lh�= }"n�l. k5.'!-'xY ;.ry �,li i'.}S'.",, .Kf.]Fw. •=k :'.;/. } t���:'
M-3 IiicW ;D Leo DFW Si) 4"Ur Any r nl Trenu: hct 3g &q%(owa a adaiag bva vnmm rdhall :ntvr a Utax paxyMunt Fite o! 11fk °a Per r onN. 021nr n does not
vamni ft wonoco pt mxr Tcke twhk;t; is f*14w%wi4C]y curvA La Lm 1 , 4y hv4eo and! ay firtlS xlMr 74 SG (Cr vAurnp and ek (oh#vit e7w it bP mn0y :n
aV.wmf4 w u.1t1 prac uses fir#aQ h thi) ourrent ASW Cm +m 4r4 W oRNMcd add :asp SaEm, A F w tw 006Dd sham be 01 CurApmorsr aisle OoNpa WM a0wwr s gmvrL to
4(gmr matodwiI5 in 4 UM(OV fAgmW but rrk (4—*D delays mixy co=r,1DAND vall laa;=m bat* C]tay. rl for Rorvice is6uCr;~-
s7'r'.l 4": •„_; :.� r. .. 'x.: .. ': ,,��:)r' .},y, r .i: ,.,{::�' '�7ti'k v'�r it,�.,";�`�rf.`.'.�%''. "
V
—................................ V$S k MGM IMOG21
AflIda}it OO'rf4V i3 cclat l pli m#a#Eor+ Phsl
Yrnic��i��sc:i�:iv:�� ,'.�s�+•�y�'w r.���1 [}+Er�r+�""�'
��c�;"tCa�oa� 1�3o1x:l�er; �� ,`.•i.m, l.t ��
i hathy deebarc znd aCilTim tit:H i am ibc duly at;;d*r4j,,i rGjsac ro3t tiv rkl
(l�arxrt of 13idt x roposGr)
ar�ci Elrat l lsau� a�R orxty tv execute t � s i l9ays# orgy iu }salt+ f tltis lass . l Fmvu PvOrally F"leWOd lh(t nl-mv ial anti #'atR,s
set fates hcxcln tfesc ibing our proposed plan io =Weve tla:. dWIME go* of 6i� cotk=ct• Copies of 01 # BF or
Val L t.ertirkr140Mxs hiw4C b ct sttubed. 16111" t31 4 rinn T*r its p3micls. diva tz ors uLdlor ofrlcert have a rontrolliog
i,- wtsl, a v{ Oiel br inwrost, or arty authori;y Eo i�-fjt lml the Qcll%itics or Rho sclt(Auked fWIFR FIrr *).
k do lxcrck}y cc k 5' {hat,
:7 4�s, �: t� .. i#Cixds ttlattici:li as a t�lcoot7actur n the
( 4Me 0 Y irxxs
projctt tMovrn u
(Typ, e?f Work)
ddres o€WWIk BC
C ontact P'Qsorl
Mona Net_
pllar ANMQR (Of Parti*aIiosr
PSSMent Akru�uO U $i 1Clj $�trOA
l:uahzt, tills Tani is a,. (014�ck CinlY onal
} ir:arity gv;im-ss Fiilctprtse (MBE.), a IVin that Oat 101s1 61%, trr spa ond'-wFollcd by Minority,
T Jnrr;e 's 51;'OfscSS Ewcrpr so (W13l~). 0 rim Il1a( is ti rasa S t"o, 1a �i 8e al and C-001f lICA3 by a Doman,
•'arrs4oat lasial SB r,aterPrlsc jFEE), a fion lvto" ih ungK *o (Qr a kiiininium one year ln3 wil A ptftMn b
"asa:mreiofl}rus rul Nr4ctimn."
IIK murt th2i) on(- 3ulamr)trnclor is indii �tciA aI(a&Ot eoesxpleled schedolc for ttld10osti.# slob confradors, Whith fs
;Wavtked to dais $ffWaYRI
Mfv;-' M,$p4CifaLasa4 , Tkt--x4iIvg4 a-6-1t-M
ScbtldokQfA44iIioOa! MAC{ARE Iqubcontn21*"
,: t i k,,4,Pr�.5Z
I coo hemby �;Wify thal:
a kA C 'A ,. ii?SG43t S to a On tha
Fame of MRVIE A F. Fii; ,)
project known as ..... ................ .��
yp-c q! .'ark}
-njjR firm is a: (CN:ck QqlY One)
by
Minority 3 si*CSs iwe11 4 ]ri 4 �3�;}. � rera]v that : a� E st °l , rrs�+�apd anti colltTOII d a
mirlority-
'Jvn3crr's Sus��tc s I etvrivl� (Vi'Br* a l iml Ihal sF? M It ell S 10/0, Mn�Tjacd and.
� orl�ro� c �y 1 orr�as ,
VI"t�s#are BumneSs F-WeTris� �
( BR)F �� rf4l 1Owed in rv3TI7 n fpr a rn»� klm uric year as�d
WWch gc:rror s aY Jts Ful fklnclion",
104,
AddrcZ Of
-0 . ou
..........
Conuut Pt;�So'A
T
1'hnt'se �ii�,
l�� ar r1n� �nz of ��rti�a�+aie�n
'rrct h�r41� 4f PoriciPatiu
111s4% 0ddi(ion 4l ka ens ass alec"saTY mA ! :+Lia(lb do sfrid 3VII
#,NJ-'i,�{ �Nc71W.17i*h,rtclv*r.4.6.1$.�0
tfez• of intent from ftrfl`4VMAE to Perform a�, a Subcootw(@r, Supplier, didfor CxwjRW sftd Mfirwiiov of
MME B E SW us
Pv*4� i
(i aosa of W wit. a lira}
To-. � � . � � and 411Z C=ilyof EWA� sCOn'
(Katlic of curl rip sczl'rifl:a un acsr�r
:nswnd5 tf0 parti6pote as a On tits
............... ,� n
F iirM)
�3YDCt 3O+I; afi� w++f+ t !y ±hqk+` �+a7�i C�lYVF+ -yC C,
. {Fro�act 9'}�uCr��Yi4raj
'i kus term is a; (Ch"k only OnO
— Minority Besims$ Fnta�r•;sr, ( BU). a runt 'flat is aE ir;ast 51,16, z ned and ccrrttmIlc4 by a 4Sinority.
vrrerrr's ullsimas Ew*� Pr}sc (1} ABf , 6 6m) tiva(is at k-jV 5f%, Wwkni and co,4trallct3 bya Woman.
Ev4won susinc,x BlItermisc (8BF), a firm locoWd 6 Evanston far a Ininirr um vna yir,w a WhirAxp:Kr0,-Mg a
"CoMm4nr6AY "scivi function."
'tU ondmigped is prvpBrcd k0 pl-ovido the f'D)I0 +ing &9rvibed VrvitCc or SOPPty OM fb110winv, 4M. Aiircd g*Ods ill
CgpuM ibfl With TJM abtive vAm-,d frro rce contract:
i1 ai ov dsssriirW perloa s rs c is ,omrcd for the following; f 6rx Silo fine bcd lcTm.9 of pays to nt;
Vhrt undcrsigmd wilt 4mler into Z� COT-ITI l wYi;I't i -.5 pt<erro- mi ;or the above wore Will You as a p6me ;,Oztmetor.
i=dhionod upon yot�I evccc rfiml of � WrinP'n r-santrMC# will 11 tk- Chy 01' Ev- rnsion, and wii3 dU so wi w (3) diimt uxory,mg
days of wcipi ofo� lipid son"4;1 fxows life City of r-vasis#wi-
Stye-4; � �" Daw. i
(i raatur of wraer. 3'r sidcra[, av9iic ires3 area' Of
MI'3:1M is SSN&0444-'4. i . �,, 1 t- IA
VOM V41.44-k UYD1
rM' r-46 W
I�roatE[ j�c9y�rrear��r�}�peSC��#[�En.n�k
�,sartsi n� Sr?o�i�lirtrr �:orpor,�twn
tie€ Crystrtl SiIW4, SOU C
Cory 11, 051Z
Quo% No,. U62
Quwto DaW. OVI IP2011
GGMTr & NO., M-EV"
Bid wj0+ call =()II
ComtNaEo 15yr 1110 112011
County:
COOK
DwccOp€ton.
2011 W A7M MAIN �MPAOVWSN T,AND STREET RUVRF-AGI O i*I' OJEaT
WTY OF t ANSTO ! - PW'E 102
e propose W fur (sh 01 (1eG 9 pry tabor, matedul, twis and
i squlpMeot tO r%ptee
#E:m followno work t�wcwdlnq #o PlEms
atld R�?t4G��;Cf3E0�sS=
10ra No.
Desoriptior)
Unit
f +
Pfic�
Ed, Arr;ount
4
'tTHFL PVT Mtn LTO &. sym
SF
2 5.0W
$4,#}DD
w,() !
5
THPL
FT
WG4,4Dp
$1,200
$2,716.80
6
THPL PVT ASK UNE 6
FT
310*.000
pmD
s,56G.00
7
THPL PVT Rid K LINE 8
T-T
479.000
$2,400
$1,149,60
0
THP4, PW MK WNR 12
FT
7M.000
$3.$00"18.00
0
THPL PVT MK LINE 4
FT
40SX0
VZO
$.037.60
SB
PAVTMARKING REMOVAL
sr
10Z61M
$?,M
S2,0so'co
131d TOW lar761'04
T 406* port aye RM for a pt adgd of V*ty (D) days ffpm the came of ft entreat mwaM. O er ttr&teTlals, if reTfimd, w4l b# prktd
paTatsty. Permwant pavement maTktng Ts tpecAW to W aornpletecd with one mold€Mlan. Addy ntl InubUiz4on vAN cost
S .OE3D.0 _ € are 01�ro reS+ If MqUlfed, tt:e responrssbl ft w thit� p0mu wmror. Ufflesra stated ottrerwfse, pd= do not
indv*� its for boAda,1spadal Irmutance of permits.
wff thank you for the":; rper unt ty to quwc off+ Ws word and hope We wbil be WOW WWI yOUF order.
veryTruly Youm,
judi#h tJ. Pee r-et, Ohldwimalor
1.0. .T. OeTuflm 05E tr.D O,T_ CeAM8d DBE & IMSE cook Cajjnty CtwIfti;d MICE
MET3 A Onrtffled DBE City (if Rvod rd Mfi
An EgUel Opp nr y WpWer
eofAddition a] MIMM &IbOatx#c#ors
jco# FsozSr�; f j�.
pMification Number
X do bpmby certify lba#..
� ds t arty ip as a coal » t rr othe,
dam of 3v9 l��� rim)
pG of Work
is is a: (cbeek ODly Ore)
o y 3�asir�css I~rxt rise 3 n fi at is c ast 51%, mmagec a c oo # i ci by a
Minority.
t erx' 3 as re s ;13#�rprj� � , a firM that js at IL' 5t °o, r ara�a tl aii4l
controlled by a WOman.
vanslor �3 ; »c EU# x.sc (EBB), a firm lomftd in vaj!r toy for a injlnui'n Ono year
V4
Addxess of /EB
c:.......... m
c �ta w0i p &Mz 0 �n
-29- 7qq
�o� far ,Axrsvu�t o#'�'a�tio��a�
Flo
fuse Rddi lo"al s#rectsp as ucri:%nry And attach to affidavit
#s4MMSfieci ea;'sOr+ 3Z'O'i0
kfidavxR otM`+'k.+aallcr�xcsatafiarr'�
f'xo��ct l�es�zifatio�: ...
Specs fxcat ion Numbs-T:
E er y aieclara and affirm the l am tax d-Uty o�har�r�c3 xr�ras�nt���ve �
arse of�er ro
� )
axial (W I aU horily to es muto this. affldaNlt m bebalf of this fuel- I hjLve pa<ssou ly review tisc�- matcrial and facts
set for6 herein dcscnbiDg our proposed plan to the 3+41vjlrl BE goads of this movact, CDpi" of al} Y, or
mrnrimlions have been a wkphed. Ncxtiaer this rmn Dvr its parka m, 4kee#mrs anNor offIrcrs h-m a co'aftolling
ire#e�res#, a conflict of intcxt,t, ox auy authority to cortt'rol the aoividcs of thr; sched"W i+rl W/EBF f mr s;j,
i do hmby ccrilfy that;
�i s paxiioipatc as a Sullcontyrartor Qa as0� tb8
wf� ���
ob. .,
CoWct p=o
D'i A�9—a?T7-
�?a� na�ant of �'artftipatia>rx
°la
.n..................
„
�'ercc�t �,.mouv# a�£ par�cipa#i�sa
F,xctber, tbjj firm is a, (ty��mk Only Orr,)
�3+�SsrLoxity -Su: in Ss Pail rise NBA, a firm tixat is at least S 1%, Txamgcd and vrn#roiieci b a MinoxitY,
omm,2s Dusinr— S tT�LtC pi,2C ME), pt f+m that is at tmst 5 1%, =W90 emd eontroW by a NVOMM,
va aston 9u i=ss Enlerprisr� MME), a 11m3 lvcaW is Evangou for a minimumom year and whit-h po6mm-as a
IfZU CrciaiIY useful Atli Ftion",
[U mori, (bat elqo Subpc 1raetor is indLcAted, a#laeix completed scheilvle ror add it' onal which is
altaebttd to Ais �kt alaviLI
03/11/ 011 17,19 18474628929 MA D%bf SPECIALISTS PAGE 02/97
g,4;ojfii' 41 1Llrna,{ refr01 Mftik7� 9E, 110 1'+s� fC.rnfl sri w i lTJPZ;I?ixF11101', NIII r;iVem 111cligf[• 1-4bF1{k2#F �#+l �t���! t '�prrl;at7si+t+•�
tiprrrlN=;siRcm NtjFat'; ,
Corp ration
w
YFM4mFr o!`?s V4► f'.i3is Vj p)
Itud iat� .'s4y Cr i>YaFYr[Oi1:
�, „y?Yf+�q►ttY # C+S� +��v k oa #srr { 3 , 6-K $j+-jxj 1111T i* Fit lct g.j! 19., #V=jkgc4 and cAilrarollo;E Ly u i amity.
W;Il rstl' K %Mfti Mt RMtkb PTirg (WUU), +t fhT01W iq aI IV=t S 04- arMts tgcd Rs}A q: axsRV0jhg'j by x -10A .ie.
�V,.gals 1�r^ssso swwt'pc Vskw), n Vega #QcAfad ial V!► 1*1011 rq3 re arrlwp')p itnt rpom y= mat. 4-1, ttc0411m%� u
it fiS t 1, # , #1+' WjSFf r jjr'HcstsVd atsst ] rlt
I'Ea ipsf#Sa;Lkgwli T3'sp1.jful`.t1 fp'VwV Sia 11 t ,mayelu sltt f'artIQ%Y;q a (;W i:Qrghi'l
e� to.�lt�spt wtdk t€sL' bb rm: tlaw;ui tY�� ts�lc #slmF�
Metz wj'k "rlrl; .0 Imi ripnIal t'01,
ifOti',:}M Far TIM fulzowing, #s#Icr, and sliirdJ` bcd tcmtr st!`ptyTo ue;
W+ x Cf^ i / y F,....�.c,.....wr.w•r....�+..�.......,.,.... ,a. r•��.� r.. w..r..ti ...+rtr t Y`1+..l Y.i.r Wi+.h'H rr.r..r n, f� t
'tlit ;n(�;gtsW wd=11 Ager.nswPIT f;,r 6z 1114wrr worn w4ls ya4t;% a min CcoakE�s�'tor,
ccbj j� 14)4':ojlpc' i j'ty1 '#`CeC1#fIRS3 Oi`ik Cvrii?„11 K.,)r;jmot with sjE C }o# v.tk .lttit, asid %%III vAWN {.71 01w W"A'.1V
tf;,ya; of tW ipr Qf a ft, (�J%y a;' RV; ?; k�rsr.
(Mitlwwrt; l d Owm-t, #k %+: ?vsd' i101144M=kl livid of f+'YWJNI W)
Robert W. Vuar*�r Jr E:�cutivc
t�ias�ztc s+, _
* lV:1n �JF SSdxsrFora4 rs�1 I Jr lJ <j•1f]
03/11/2011 17:19
18174620929 MARKING SPECULISTS PAGE 03107
ovcrrt , r 24, 2008 '
a
Markinc
SpejVitallst CiorPOraft"
565 Sur
down RoaO
City orCqa
*,,0 E
gh, It..111i-17
Richard N. 0z1q, h%yor
TtqxMt
y y,, E December S 60�j
Alin ual -
Y tt[#rxT #�iuM r. 1010
CbsGl'ProWren stOilGecr
Dear M
. Zpvala,
city H611, Ruoff AW
121 i��+r f s atkSM4
Con ra
ulations o yow c*rfnuod eflQibiiity for certiftcatlorx a MBE by the City of
Q;i p. 1940 60%2
(3121 7a4,4904
Chicagq,
This MBE cer ffcatfon is valid until DoreMbOr 01 ; h0weverYG fi must
by
# 7+44-2w M
be- re -v
11date d annually. You r fym's next 2nr)#agt vanda on is requimd Pjewnbar�
dji ertlfi ation during this five yearperiod, you mu tfle a No-
As a co{
Chain04
on of wntinUod
Affida }i VwIthin 150 { RYS pticir tO thO dAtO Of 0 Ita Ort, FaWre to � 's
Affi*zt
Will re. It in the termination of yov r ce #Gat€ . E'1Q 1% nG" V)al` you must
Include a 40py of your most curet t Fedgral Corpora Tex Ratum Your must
also no- fy the City of WIMO of any rhanqes In cwnershlp,or cones of your firm or
any oth w tnaftem of fads a L' ing your firWe 01gibllity foF certification.
The 04 may cm to remove your frm'S ON91tx#1ity,+ if you fail. to notKy cis of
jany ch nges of r, .% gffecUng your pr 's oeAl f capon or if your firm otheTwlse faits
=po tip 1Njh tha fn sny 3nqu inn tlgaton, Rerr OVOI of 0159U
promay also be Meho If your f€k'm fa and to be Involved #n Wdding �r
ms r Gorr
crunt�, uai if'egulaO Gs.
Your fir ' name will I)e 11 ed an the l 's Directory of Minodtyr i ustnoss EntaTr€ses
end wren Buslnms F-mer iges try the spec#eil area(s) of_
pavement Markers Raised; Pgver Gnt Maddng and flaintlog;
Thormoplaslic Pavement Marking
Year ri's paTacipatior, on City pQr&acts will be crecf€ted onty toward MBE go,114;n
ypur a c} of speclak. Wh1Jq your perlfofpation on City contmpft Is not-Urn'00d to
your s odaj,'cradit toward MWE goats vAll be giver~ only for work done in the
Th;;nk you for your continued ',nterevt in the ity's mioo6ty and Women Bualness
nterp o Programs.
1
F#F4�sG�er, e.hlr�Ga �oG4�S� t
P
3
PAGE 04/07
\ f�r�l� S�riiY
Augwt 24, 0l 0
AMedQ va%
$ S sugdown
South E10n,IL60177 '
Dear: Alfredo Zavala
cougra"ll onscinyoure
the City of Chicago. This
As you know, your Em m,*st 5
haoSeA ffkdavltto Soptambe,
a rtaul, while you wilt still be
JM'LT (ins me
Thls shpuld improve the
rr,quf monM lE gwevei. ns nEu
y as .av at atw time, bXj, W:
CX'Q1� 0H t C A 0 0
FFIC f OF COMPLIANCE
No Change Affi"vlt D=
Doceirabor 1, 7011
oiieibilityforlnolify'3mlmnV'OterpriscMBE) by
[icy Is vaNd unill De*ember ], 201Z
so irerr vo]idaWvavally, We a endO tbadcodlirtefoFs*ntt Ungthe o-
1¢toothat wefthtreviewtheprugrmxsfbrwaystostream]in theproats�.At
qt ,W to v m It Em wnual o haAge tr re
h.s; AM 4A.. slitd are-l�r�
ss for bugincssn aDd makc it ensf r to comply with =nua3 vaii4tion
. of our vroaram fm roveme as a will also ironsand
othvw docu i# ape.€feci to rpmrt Your
This mw procross will trcg"sn i 0)1, As suoh, your fhm!� noxtNo Change A davitis due by Vectsmber #,
2011. plem m1nomb , you 114ve an Ofinnativc duty to #"slo y o r N(hango Affidavit 60 days Prior to the
dam of x frati n. numfore, ()U mast fflt� yoorNo-Chsnge Affidavit by October 2,2011.
It is jmporftt to note t%t yo o luo lakwv an ongoing aWirtngtive daty to dotty the City of CN o of any
0hVt0RUi t* MersixipO: r�tr Iofyo 'firm,or yotht�xfhotAftlingyour r'rrr ,Re1iSNIKyfor 0c!4flcatloxs
with!n 10 days of �iR CIWV "rho o elt gs may cludo'butarr, nat t 'd W achwsge of addre , chmgo
of bw4n= ame re,grange ] rsk►lp oro er Rti st turtw, o33a + €bostr o[ cratiarxs, ar:dly� iyzaass
f ipts that excerA th.c pro thr�sitold.
Please 00%—you shall be dT-edto buys had yours 6firodonlapse and will be aligible#o participtPas a
113F, iEla
o die your No, h;Rnp"r ff idavhwiabin ft regvu and ti ma pzrlod,
e provide, flj=diW tit c.r rewrds rgiie tad pursuant too m €c�sdil wlthlr► the requh-cd fimope(io , or
r notify thp, City of SAY, yowf1rWs ocrftk,ation v tin 10 days ofwch charge,
k'urrFy#tcaryourrrrrtrundco#votFracerrff€crFr,bicic#tgat�larrrror�ratrdrbtrs,
the City WHIParm dcerd HoranddebannentAi;d addWon any ot awpermhyimpawelby v,ohy
person who knowingly ob l s, or AnpW'"49'y or,91wo anwhor in obtaining, a onMrad with fhe city fryfolsoly
MAWING SPECIALISTS
PAGE 015/07
represonitlrpp fwthe Wlvic ul*r ent y, or f3t� ir�d1YlC�t�b�or a�xt�t �ssrs rsa ir�orttyxocvxred bzrs��t�s� ora
woman-owdbuyines.7, rf f d rrteaxzvr, run shc��51 &yfnr:arrerafton art the c w=tyjaUforal riod
not to exceed six xr omhs w, aflne of rwt lass the ,$5, (?. 4 grad rro fh4wslo,000, or both.
Marking ►j € Aedja i-, City°sDireotmyof MinarkyBushnew BnterpxisavaRA Women
Btzsirtess Entci-prises in 010 SpIcialty areas) of,
63W Faint, Spray (Aerosol)
63066 Fainto, Tri3 Me
7 'W343 *a meet Marldog Removal)9quipment and Av4 or€ea
9& f € e t Marking ervic (IrrOudikig IkOmQvai of arldo
Your €im's paracipalion on tity ccUtmqu Will l O c�ixed only toward UBE goals in your srWa ) of
SPOO)Ay. hiloyow parties iov on City contracts is not ls'mitcdto your specialty,vxdittoww ME gmtk
will be given only for of Ine In a � xalty category.
Thaak yua for your v t1nuc4 part€oigaVionin Om ity's Supplier Diversity Program.
i�c�xeiyF
{
aiy EIROft
Acting Managing Deputy
03/ 11 / 2011 17:13 184 74 6209 29
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y ri C;I Y
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+ i17
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r' '�i ��' Sad};_ ,'J, '} i,�•,'.a .{
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PAGE 87407
U Iftols Dq)wtff *mt of
Ofta Ot 9UMA05r, & Vvor 'arae Olves y
2300 ftuth Di t en Parkway l Spal000ld, IffinoEe, 02764
i
March 1, 2011
f
Mr. Adfredo zavata
marwnq speclaffstsGorrAi€on ;
R 0. Box 745
At#ir� t e a h , tL 60005
Dear Mr, Zavaia-,
The tfflno€s Department of Transport €on ODOT} has approved the "No
hang' Aftavir for Markino S rlai ts; CorporOon, Ind de "rmined that the
firm contInues io Meet DBE et€gtiii€ity standards to pvO,1vm w0k towards 09t
goats, ,
in alder W MMaln ceftedand in good standing, you ust any ual[y submit a
o Change AfFdav . IDOT vAll serld art affidavit fps . 0 days prior to�
fixm',t next anNvemary date.
Should the S bmhted information change, you are r l (wino* IDOT
Bumau of Small Wxlness Enterprises (bureau) Ohin 30 day of tine change.
a: Pu uant to 49 GFR Fart 28.8 (i), whenever ere ar# stages
In circurnstanoes af€*,oln your firm's �I: IbOgy status your f€t`iv � proVide
wrimen notftat n to C T +, t�2n 0 days of the o n ''t the change, If
you fall to make �t ely notificagon, may restilt lri t loss c your 4Tt�'rs's
rtf cation, ,
If you have any questions. please car et the Bureau of ill Bus€ness
Enterprises at 217178 90. l
i7-bra A. Wtic, Manager
cer9ttcatien secdon
Small Business. EnteTprises
s
a# 1
March 14.2011
General Contractors
100 Tou 'r 1)r., Sale 115
(00) 6• 480 (0) 3"-2488fax
fDQT Caflrradrr No 050C:
"F, Certiftd
PROJECT, City of Evanston — 2011 Water Main Improvement%
Sheridan P)umbing & Sewer, Ino. (heroin roferred to as Suboontractm or Sheddan) appreciates the
opportunity to s0rnit the Itovdng proposal to provide contracting �;erVk*S to e;lerel Contm ors for
the abovo referenced ront ct for the City of Lvanston, IL (NTein also referred to as the Owner).
SCOPE OF WORKAND APPROXIMATE PROJECT COST' Sheridan will ptovide l bpr and
equiprnent to perform the folio iag worn its accordatice th the owner's spniff tions:
�.11�{f,.., ,.,.i t��a�t.�;;,�'��';wryrf.�t;.cs:;,�'-,�.��-u ���.:'�;}��y'•�rf_kt,.'.,;.};��;tk'? �'' srat'r,":'-'wr�-.�x,, ,, ��;.' u>•:�" w #��:'�,-:iS-:. el! P..\.d'>.n n'.1=��' xxf��x;�'� •.wz:�' phi �„�; w �.y�, } �`y' r.�y �• s,, 1' S# �J�•4 ..{ � n.F_# fF1r.�.�Yxs.. ;,ii%r:.*�?-�Y.`5! �� �.iGfi{��ka b'�a''.[!i#�Y�; .x+:ilE�:1.F�i�{•'�,.: i.Fl.= „Fr.�'�
86 j PT-e and Post Carss action STibsmfaoe Vidwazing L � � � a,EtE?U.�E] 25,000.00
y��. / Fig#{fl' �.F ,,�f r �+��•y lr�}CFV�rV�
3 U� j OS i 1l7 ill B % SN it ' {L,•f � �}i �r { f ' � { � � �fVV �f �i'` i f� Ora
tot J f tt tf of sa c. The 7,W? if of se ws m1lbe 1e1evisod a 10441 of two tkrras, once prior to
4 vr=*Vcflon wid once after oonslwcwn. Any telovlsMg that k9 regv rod abova and boyond dais
Mount Will ba t?v orMed at our T& f rates that are in Pkace at the time the wank fs pt�rfbrmed-
EN RAL CONTRACTOR SHALL I'ROV9135,
6 Ail permits required in order to cvrnptete our Scope of Work, in a legal and legitimate manner at
no cost to the Subcontractor.
4 Hydrants at the immediate job site (for " or , " connection) for water for our equipment, at no
oast try Sheridan;
4 All rnanhotes, catch basins, culveds, sewers, drainage sttuctures, etc. baing readliy accessible
by our truoRs and eqmIpment, includinginduding Wiled manholes. Any access provisiohs rust be made
prior to the mobilization of our crew and equipment and is tile responsibility of the General
ContracWr,
SHERIDAN SHALL PROVIDE;
Q Day timet eekday work;
O U nion Labor and Prevailing Rates.
O Pre and post construction scib-surface closed circuit televising of sewers;
o Insuranm voth General and Auto Iwlab#city With $1,000,000 limit per occurrence, statutory
Workers Compensation with ,000,0()o Umbrella Coverage; and
0 Level D cbe icat protective equipment as well as all the safely equipment necessary to
comple#e all the work In accordance with OSHA, Federal, State and LocmI laws oad regulations.
EXTRAS to be nagotiated if they a4se, but not IImite d to:
Our proposal is based on one mobilization, if additional mobilizations are requ€red, they v40 be
char ed at a rate of $21000.Qi3 aeb;
T'rmamw—;.ro3Iitl•AlflAUY)iNoR7Lrnrn11 pcYFDfZ lrrrr� r............. ......
3l a1 i s 38 3 63 3s , 4SHERIDAN PLWSING PA W/06
I do Eby t y ft t
Nr
l
b tD paateas a. Rican,` than
�{r}
ME film i5 R: (aeeg Q* 0m)
Mint6iy fbg i3 2t leest 5 1%, mamgnd =d cftiled by a
xa�ed-
rs#ai�c.� #fir to �V'nu.
DMOM ZW�Sq 9 AIM 104aUd in Mft J�q a m�ni=M ant y= and
wbach Wom; a °"ccm==is y uwfa l aicttnn "
/0 �S'av �,A, " :—, - z �,, I I IL 4p
allar �hom- t / C/o
OCM �tx
Ion yacrsmry ama aft:iz to :J d gvit
r�+aa+r�e�.�p�t{�rxtjcn la -:a
F X by d iam Ana tftm thu em tlw aly wzt�ox d u p=,i! t%gvc of;
wed n x hvt nomority to Waft eb mflamit pxt'sc f oflhis &= I bvv , pmmay revimod tU =trxW =d facu
art#bLlhbum�nd=adsotcr xvol;�dPIM to Adicgcfilia WWM13A +ys ofedt,ceW awt00%esoToil Mg 0'r
rt zt v s hfm b"A W� f= gar i parm , d3 =wm RlwcTwM= v zstx of
�1=4 a cmftt d pRtwot u my Mho to =ftul c U*AKI�d of lho taw" WWl 1 (s).
L dob4rl.Ty cutuy -h;tr
i5w& # pro ag a
(3c xrn
'42 - -,
altar umx of FnOcipa6m
�iu�G'#Xkli�7r an �,�
leis firm is n: ( ;aok OWY Qnt)
s BuuiuwoSnu-.�m flathat hatlast a104, nmard o,dtowollea byamjno,.�.
,, sr sGazz $ sFricss art atkse ( , a firm 30MIM wa EWMa for a minimm la YW aid Bch Pax t
"�ax�Aet,3 t3�xci{m�.°,
f more lbArp on Stkb=L3rtafor is jndj atad, Ait-ad, cr Mplo teja(�dt,jv {fir �tr3�#�tioBAX Sslbc,oOMEOM wh� is
mmign CFr+c'slSt vcft 12*?,-Io
!W 15/2011 12:'38
PAM 04108
wl" afbtwt &OM P i *dl o #i� roLr m ss a SoepAtmomr, t F # , anEdkr C#7k ftnt d Y 7ixR# RL aS
all L'4.w
(sae oBi�scx1� ott
,� r �,. lcbids t� rt ra ae SLann, ttet r on Olt
pk@�%3�x41Vi} x r
i
{��cl 3scrtip�on,}
a
Woi WFF Bud ese tl�a ME8j, k 5= tht is At last 5Ilya, =MSTA aw 1�4tro�od by a wo=o,
Qcorm�w�,a�ly u`uk ��."
�u �o � ca ca ic,�a s4v �rss atiaehad.
nr.xm€MignOIsPMFtowovide lha llo G tibr saesyrs y + t3�ssa oa
'£ho nbovi� &sealed pmrommim =e aMma x foUov pr;,�t aQd gams w tm= *fFRyl=h,
Ol
'mac lu cn mlls'ufi� ' xrra +v ( t C �EbCsv�s wok a'�! you �s a s au�t�ib
.or it r x a a 'MM "a"d t tha City OM^ans Rnd "W Oo )2a WMJLixL (3) ftm workir4
d y o x a 4# v of �mr�atnq,
�S3,�pa Ovarr{ea¥ 3Errs �, s "
16303662489
F.PIi M-U413ING
PA s3E 05l ZG
03/1 /201. 12:38
stth HWY
106 Tower Dr., 5uS% 111
Bur Ridga, IL 60577
ITY OF C)IICAGO
C MPLI
Ahttual COMMUN {pfM- )Dc%Ctm per 31,2011
e om frfeuW 0 bafbrrn yt+ dM%mid= Pl=bIng & Seiner etas bin osrfffird u o Womaxt ownod
Sir= na-'L rrisrs MBP,) by 6e xty oF ic*go. Thk WBI3 czaifi att is valid tmtil Det&mb" 3 S,
20€$' #towwm you fxrrtt must be rekMWOW w5umly.
As a gcrdffim of wt6tvv d enftz9oh utl his f vc yo pew' yatz mug Sill! an Msn No-C.hmgc
A,d�vSt. Yoar ##rr�� #~Eo Clete Af3PSd�v�t �s dua �,y I�r�berr �i, v� �, Picas rerc�es��er, Y� Savo �r,
aframkaWi� fio your o-CWmga AMvit60 days prior to tht date o1:`v plratian, Thom N' y0a
it b impor mt to note tbttt ym Mso b&e an ort904 uffim-#,ra dM w notify th>t City *y chickp Of Rey
c1lanvL9 Srt owmgSNP or coptrol or ytrarr firm, �'r =Y 4 er €vt affacting yotlt• ffiwt of Xmliv for
rrtlflWiap wiWo IQ dayst aatsch of:mugr- Tj= ch mpo mV [twItOt butt = m Rauh# tea 4wgc or
addrem d=g* of bv611M M==v, 4mnso [u omomhlp or uw�i"jp dtrtwmre, cbange of butaittnss
agars 11M amdr#r MWIPts MLt ext4w the Dro Re ro;om
pl= you t'hsa#1 b� mod 19 have had yastt wAlfication lapse aad wfll be bwlig€bEa to *31xi41e
ars tfi. ��fi3i �pi�
a file your No CWP A id9%vh wA"Om the reqvb2d dmo pctiW;
o pmv da 1E'mit 63i or er t rtWod pssxet€ttttl to 0 avdit va in @ta rquiwd time period;
rrr
o Wify 11he City ofany Omxes Mratiq your fiirm's co4fl t1o1. WEti A iQ fts ofWch a hme'e.
r (her, Ify" for yvurftrm ix fcom4 Wire f nVIved In otrNftcalfaN bidd7mg a'
al uac the Gear will p=uc deoerr cPrhm qnd Mammy. � xtd ad €fr art o art ukcr psrr f !rr€p�3,sad try
law, arlr pmoiu Whsr IMOWIM& obtalm, 4W MOWIOZ�' a Zs 0 arWher in obfezi4Mr, a wnlracf w1rh the city
by)W1veJy rqwresanrigg that tlo hiarldwl ur exaty, or Me fnafr z;d nr 04(Ify WAYeA is 4 rnlparIly-MMa
business vv IT womo-Gis' cd blainm ix Pirl ' of a r adkntx nmc pvalffhaNq by htvarG+elwhm At tint:
-awt yJol! fa- a pm*d riot ry 4wae,4b� Monfla or a fiat 0),n u fca Man $500.00 and not mom than
910, M. or both.
Yo%kr flrm'fi Pame mill bip iltnd in 11m Cir* Pknw y 4f in*rit r Sussstext Sr t rpi= and ftran
sirs �rtta3'OM; Irk tbA sircx:Ialty ems),gi-
A.tCS-2$11 E : 019MBUMLIN4 SEWER ASS P WA R, CONSTRUCTION
NAICS44 S;"16t?' HER I5 FELLAiYWUSNVA T rdANAGEKENT SEPVjrEr,
03 / 16/ 2011 12 : 38 16303562488
SHEMPM PLUMBIRG
FACE 06/06
NAIL 9: SEWER CIAMNING AND ROMOINO SMVIC
=TANK CI,PAMNGANDDMALSZRVt &% COMMUCIA1,UP.
DUTAL
Yoorfix 's paW*atpz gnCity ofsW)Hbe4=a Eyft Wo O=Sri 2ftWPr6sc
( E)pzls In your MR(s) of Spoe ty. WhikyoW puq cipglou = City umMacts is r[at limilc 4 to Your
6gity, mWkt iv,=4 go* will bo ZMii Wy for work 44pc ir� ft Vwlft oW ry,
Tt k ym for your =&ucd fnt mrt in The Cixy's W* n owned Bmin raa tf�;71fid ("S)PrOV=.
;Con Lmm%t , FWXS
K
rt
r
a'
WEBS PARTICIPATION WAIVER EC E T
I am of-- - -, and have Whortly to
o qt A(Iiao)+arti )
ex wte this rer Gcelion on €>ehalfof the firm. I coo
........................................
hereby cerVfy that this flan ae Rs to waive all or part of this MWEBE pa ndpat;on goal
for tiicN following ( CHEC ALL THAT APPLY. SPECIFIC SUPP€ RTING DOCUMENTATION
MUST BE ATTACHEM)
1. No tN1 +1EDEs respondM to our Invitatmn to Wd. M
2. An lf�suffi lent number s�f Firma spor ed to ouf igvtalion to bid,
, No subwrkadlng Oppartuntlies 04st.
4. MWESE partic€pallor €s� I pr oti bie,
ploatoa VFOV I$ a mitlon pXplarralloiq of why MWE�F- participafan Is Impmcttcable.
Therefore. we rect+,sest to waive of jh* V/o utilization pai fer a mvised goal
(Signals of Aq=l)
C?rporM;e SOaI (WhQiO A ropdalt)
i E str rncrty, s WWMV[ed* WC413 rnAo tJsfs.................. .... .... ................. .43zlya[
, by Ws krf4er�
rOthq�r uUaOti c�cil ar} a# Yry 9uI
�Frfrs �3.:fnc)
c4fi ms5bri
i'RiMMV,SPCCifCiliw 1 -0-50
€ TI I ATE OF I PLIA r- WITM PREVAILING WAGE RATE ACT
The u ndersigned, upon being first dOy sworn, hereby cerfifies to the, City of
Evanston, Cook, County, III! no€ , that all work under this contract shall comply
with the Prevailing Wage Date Act of the State of IHinoi s, IIIinois Compiled
Statutes, 1987, Chapter,520. par. 1301 1, et. seq, and as amended by Public
Acts 86-7 9 and 86-693 and our current city resolmfion, with rates to be paid in
e ert at rime work is perfor ed. Contractors steal€ submit monthly oe dified
payroll records to the clty.
y:
State off \ t 5 ), s
o�r3t of �
b orihed and swo r to
be e me this day
Notary Public
c
Name o Contractor
onvaWL
Mmirf 1
Wf ��
....................................................... . ...
hereby
s dff-jl�n investigation into v iet er an ac#uai o potential
t er# � conducted
conflict of interest eAsts betyveenthe bidder,. its ow efs and employees and any
officia) or employee of the City of Evanston.
Bidder further certifies that it has disclosed any such aotuat a potential Co nfict of
interest and a knowled ges if b3Oderlpro o er has not disclosed any actuaI or
potential conflict o int re t, the City of Evanston may disqualify the bidl roposal,
{Nzit� of Bidder{pmp)ser If its l /ptoposer is an lndivldt)al�
(Marro of Pjar er If #pie 8FddarfMpoi%:s a Padmhlp)
( erne of ic*r if lht� Blddedproposor is.a "Orafion)
qA
The above statements must be odbed d sworn to before a notary publio.
Subscribed and Sworn to this ay of 1 1
I W A &M E; "-
W. Notary ub
'E
Failure to complete and return this Form rhay be cons der d suni i nt reason for
rejeofion of the bid1pr9posal.
ADDITIONAL INFORMATION SHEEN'
Bid/Pros pal Name
Bid/Bid Number #
Company Mama:
ontat Name:
2�eFF 0-7
ity,tat, Zip:
Telep honef FAQ:—xv is -I — 7aff
.............. _ ............................. .
Comments: n, w.
........ ........................................................................ W�,�
AFFJODAVIT OF COMPLIANCE
PROJECT NUMBER, PW-RS-1102
FRETURN WITH BAD
M of Illinois Dolpartment of TranVortation Wrrxomdzrn dated November 26,1996 Rom obert H.
hou, the following individuals and companies w= suspended by the federal fli hway
AdrWniswation on Nov=bar 21, 1996:
Mr. Joseph Palumbo
r, Sebastian Palumbo
W. Gerald McGreevy
Orange Crash Recycle L.P.
Palumbo Brothcrs, Moorporated
Mr. Peter A. Palumbo
r, Daniel Fcrrenjani
r. Kelson A.bdislai
Morarcli asphalt Company
Under the terms of this suspension, these individoals and companies am pxohibi.ted tom pailicipiating i
p6 ary or lower tier ft-ansaction� as defined by kdoral ralei, and they cwmot be awarded contracts,
wWob require the approval of the zlftois Deparftnent of Tmspojulion. rllpy also cannot enter into
subcoxiftwts on or be employed by Fam amrarded such contracts.
n Friday, March 13, 1998 t a FH.A. suspension leas bin modified to allow Orange Crush Rmycle LT.
to supply construction materials to contra tors and su'aconftactom, and awhonzcs Falumbp Broftrs.
Inc. to lease e€luipn it to contractors and subbooatracton in the ;Mate 4Df Dfinois. e suspended par ies
way still not participate in any otbcr mmmer on highway projerN and will not lre pro -qualified with the
Illinois Deparunent ofTranspottation.
Therefore the uspcnded parties win not o, approved for this pro*t as '-Outractoxs or suboDutracto",
engaged as cousWtaats, or be employed by firms awarded such contra ,
Corporation Name 414 anm b . N�ft
Signed 13y
City of Evanston
SPECIAL PROVISIONS
l4ETflRIV iN/7-H Lilp
AFFIDAVIT OF COMPLIANCEFOR GENERAL CONDITIONS
STREET RESURFACING PROJECT
All pnwaent hot mix asphalt W.res for bi d r and surfaoe coi ns shall be purchased by the
contractor ftom an MOT approved asphalt plant. Also, the matuials must mwt the e ificatxans
indicated in the bid documents and MOB' Standard Sp ifieations for Road and Bxidgo
onst otlon adopted Januvy 1, 2007.
I
bare read, and uiderstood the above statoment, and will comply )Aith this Veeial PTOA$ion #'lair the
above Yef4enced project.
ACCEPTED-.
I
SPECIAL PROVISIONS
P)?ojEc r mLoAmun P fps- 7_.1. _ 7
IR6TURIV WITH BID
......................... .
L TheContractor's atteiation is vAled to tht requirement In section 9-5- 3( lof the City
o vapston Cody, which regulates the hours permitted for the eoxistx-udion activitim.
This section hAs been revise f r (his project.
Contractor will be allowed to perform my oonsta uaioa activities between the hours of
7:00 AM to 4 :00 P, Mooday tbrougli day. Con trActor Must get. Wriam permissi=
at least twenty-fpur h ouars in advaace ftm the City Engineer and/or Senior B an ineer
for Any Saturday work.
The Cqnfrador most follow TOOT recommended Holidays in SSRBC, January 7007.
In addition, the Contractor ivill be required to discuss their operations and get verbal
aW / or w rx# A permission at least twenty -fear 4 hours in advance in order to work
om the following dates:
Friday, April 22, 01 1 flood Friday
Tuesday, Ap r! 126, 2011 Passover
Thursday, September 29, 2011 Rosh h Ha ha.nab
Saturday, October 8, 2011 Yom Kippur
or om ice is �► 6-4x6
Biped Bar- L&lr, we-4'rl
,
{
SPECIAL PROVISIONS
.. .. ... ...... .
REFURN WITH BID
011 WATERMAIN REPLACEMENT AND
CIP STREET RESURFACING PROJECT
P -- RS - 1102
Al -, IT OF COWLIANCE,
FORCONSTRUCTION INSPECTION
S 'ITION: This work sW1 consia of the City providing mgiaeexin sci-vim for the
spe tion of all const ctzon opm ians,
C O S' L MON REUREM-ENTS: The, City shall provide CONSTRUCTION
SE-TI for Ws co-attact Nooday tbrofth Friday between the bourn of 74m to 4P ,
herein doffed Wnormalworking ho s', cxpect on legal hohdays£ as defined by A64c 107.09
of ft latest edition of the SSR , Sa€u days, and ova Sundays. If ft Contractor elects to
cox dud any coDstnzetion actxvitics outside of the nomw working houm; the City shall be
co pe-a ated for providing CONSTRUMON INSPECTION at a xa► i of $100.00 per hour.
The City will �xvoim the CQntiactor at the %W of each month for CONSTRUMON
INSPECTION provided outside tiro normal working hours. Failuw to pay the invoi-co may reswt
a the seson of IMP
endg partialr final payments,
METHOD OF WA.SM3 NT., -the, w. t of measwe is in hours the Contractor spends
%loft g out i do `no .Al worldug boors' Y-o>xnded to the next groacest half-hour increment.
BASIS OF PAS : This work will not be paid for separatcl , b t shad. be considered a
included io the conlmct unit price for the various contract itzms.
n 9mt;t C!ePO4 have rizad and
understood the above stat�a , and will 00 il with t speoial Provision for the above
xeferehced rdjedt
v--Vted by,
r
sPEci,aL PRavIstoNs
C RETURN WITH BID
1 Water Main„Replacement & Street esu an P r2i
AFFIDAVIT OF COMPLIANCE
FOR
I)ISPOSAL OF EXCAVATED MATERLAL
DESCRIPITION: 11is wark shall consist of :r e brig JEPA rquimmelits for the divosai of
excavated mat l including, but not limited. to, cicm cons€ et ri or demolition debris
(CMD), wicaunfamina d soil, and/or co -.#a inatzd soil.
CONSTRUCTION UQUMENTN : 'rk Contractor will be respumiblc to provide CCDD
and soil fill site operators watt all formation and fees as mired by the MPS. and fill rt
operators, The City will not provide ccrti cation as an owner or o ratox of the site of origin
presiming that excavated soil is contaa at d. This will requim the Coiitia to to provide 0
site ape .lom with 1EPA farm LP - C "Unoont mina d Soil erd-fication by Limised
ro �ssional Engineer". It will be tbo Coulnttors sole respowibility to dispose all excaya.ted
matulal generatA as patt of this cfuntnet
BASIS OF PAYNENT, This work will not be rrkea =d or paid :for separatoly, but shaR be
considered as xnoluded in the contract unit pace for the various iterns generating excavated
material.
have read =d
dsod the above , to eat, 2d will arly#, tb s special provision for t.e - above
refiermood project,
Accepted b:
Q+- 1 14� 1
�W ajUg& '�; .141,40 .... .. .. ..
omp i aumne Signature A6a4�
City of Evanston
SPECIAL PROVISIONS
RETURN WITH BID
AFFI A l l OF t OMPLIANCE FOR GENERAL CONDITIONS
PROJECT NUMBER: PW-RS-1 102
ADD ARTICLE 4.13 CONTRACT PERIO "3
CONSTRUCTION SEQUPENCE
I re_--45fi e: One week Prior to commencement of construcflon work on eac[ roadwaysecirnent.
Pm. rowfrwtion sage vcfork AaH consist of fpsfaU cons wfjon 7=o z 'No Parking" 81gns. All required
ounsttuction zone advance warning S19ns, temporary fence, end tree trunk protection. E=xptoration
trend, work for water main shalt be performed. Saw cutting of pavement and root pnining be
performed as dlrec1ed by the resident engineer.
CONSTRUCTION
Underground work on Lee Street between McDaniel Avenue and Pitoer Avenue along with
underground work on Greg Avenue h tween Church Street and Emerson Street will be the Iirst to
start. € nderground wo*, on Marcy Avenue between Grant Street and Colfax Street along with
underground work on Hov and Avenue betwclen Church Street and tr erSon Stteet will s€art
following the completion of the underground work on Lee Street and Grey Avenue.
Underground work on the following sections, Ashland Avenue between Main Street and Lee et;
Dodge Avenue b0Neen Dempster Street and Lake Sveel; and Lee Street tle{ een A I1land
Avenue and Aksb ryr Avenue may net Mart before June 20, 2011
INTERIM COMPLETION, -
All streets that are a pert of this contract shall have water mesa i tallat€on, i1 shing, chlorin0on, water
service t{ansfer , �etfing and compaction tesUnq of trench, final trench patching, semr improvement and ali
concrete work completed pleted by July 29, 2011.
Completion of this work shalt conz t to iotedm cornplotion,
Should the Contractor not complete the work as specified for interim completion by July 29, 2011 the
ontroctor shall be liable to the City of Evanston gouble the �i ount specified in Section 108 of the
Standard SPeCMGaU0hS for Road and 15 sdgo Gonstruction from January, 2007 for each day of over -ten until
such time as interim completion as 4aflned is wmpfeted.
aPASTANTIAL COMPLETION
ubstantial rnplation small consist of complefion of all pawing related work including milling the existing
surface, at! necessary Vtructure adjustments or reconstfucts, placement of leveling birder and surface
courses, permanent roadway striping and detector loop replacement.
Lan Street f McDaniel Ave. to Purer Ave.), GreV Avenue and Marcy Avenue
The Contra or must zutstantiaily com pieteihe work as sperified in the contract by July 15, 2€11, Should
the Contractor fail to complete t'ho worts by thad data the Contractor shalt be liable to the City of Evanston
qgl� the amo�r�t specified in Section 108 of the Standard Specifications for Road and Bridge
Construction from January, 2007 for each day of overrun In the contract time.
Hovfand Avenue-, Ash rand Avenue; l odcfe Avenue anti Lee Street fAsh tend Avg. to Asbury A,va,)
The contractor must Su antially complele the Work as specified in the contract by Au9Ust 12, 2011,
Should the Contractor fail to complete the work by that date the Contractor shall be liable to the city of
Evanston doghl Ltbg amoUn speclfed in Section 105 Qf the Standard Spedfications for Road and Bridge
Construction from JanUaFy, 2007 for each day of over -run in the contract time.
vi`� ave e d and
will comply with this cial Provisions for the above referenced project.
Signed By:
oparra
SPECIAL PROVISIONS
RETURN WITH Sib
...............................
AFFIDAVIT OF COMPLMNCEFOR UNERAL CONDITIONS
C 'T R A_ `l` FOR; 2911 ,A TERMACi WROWMENT ANM
SET RPS1'1
PROJECT MUMER- M-RS-11-02
DETECTABLE WARNINGS shall be in"icd at curb raps as sped ad by Section 424 of the
tonda d Spccifica6ons and at locations as shown on the plans or as diymted by the n necr.
"Me prodlad used for instiai ug detectabip_ w amin ;s shall bo lhc following:
(a) Prefab6cat d Cast-ln-Piacc Detectable Wami g Panels (Z minimum per vamp)
(b) Colour —Red
( cber Syswra — Removable Concrete Anchors (5 nimuw per pwiol)
Manufactured by one of the folluwins'
a Access Products, Xne. (88-679- )1 Supplicr (63 0-6 89-7 74)
(0 Amoroast Noducts Compwy $1 -9 -3 00
(d) Or approved equal
Subnittab as rcquired by Standard Speaffioafions:
(a;) Manufacturcr,s c r if. ation stating the produ t is fully compliant with the ALAG-
(b) five year waxrant
(e) Manufactwer's specification statiDg the requite matoxials, cquipwwt, and installation
�xoced�res.
A dition . iustallatio panel must be cut in a. neat and wort an like ma er per
manuf'acturerg roqWr=ents to match the cmtirc curb ranp width with a minimum of 5 pins per Panel
cast into connrete ramp. The pauci sizc and method, as shown on the Curb Ramps'detail, used fox
inaaffing detectable ari�n s shalI be approved by the it ec� prior to histallation.
Basis }fo'f Payment: Detectable warningswill b pail f'oT at the eontract anit price per square root. i'DT
D J_ Ask/ A A iBLE VY A E NG& i
special provision for te
above T(4emnced project.
Accepted:
" zz_ 9V �1_
agta€nre:
SPECIAL PROVISIONS
...................... RETURN WITH BID.... J
5]:BA L- S�,.x
When requested by thr, residvmt enginm the wntraOor sal PrOvi e strut sweePin or a water tanker
truck wifti 4 hours of brc.ing req,uftted acid by 3 P.M. each day requrated for the stxeet locations Ir, bas
previously worked and/or the locatiQns as da ted by flie residemt engineer. TWs work will be paid for
at the contraa unit prince for each stye swc in , wMch pricc shall include all labor, material
egixipments nocossmy to,:omplete the wo& If the contractor Uls to meet these reqx�rements a penal ty
of S 500.00 per occurrenceshall ba applied.
ADD TO ARTICILE SECTIOA606.
All c b and gpftcr Te owed ,;ball bo formed wifliki 2 worldng days of remowl. Ncw curb aid vAler
slim], be poured within I working day of being formed. The forms s ail be removed witwu I worldug
day after tiie eonactc pmir and the restoration b "rx W the now curb skull be done with 24 hours air
mmoval of the forms. All low mossball he filled in to match the vtwounding gades widlin 72 hours of
the mrb bding poured.
Althe work will be paid for at the eontraet unit price per Foot for concrete curb or conibinatioa curb &
gutter of the typo specified, wMcb pike sZ 4 include all materials, excavation, disposal, backfffl mW
ftnishing. ffistal ling all joints as regu4,ed aa)d eons to Section 606 of the Standard Spcezficalions for
Road gild Bridge Constriction.
k �-.� . mm have read and undorstood
e above state ►o t, a 'd ill rn k}+ witlx this special pro isi for the above Tefaenced pmjort•-
Accepted by;
m anya.elature
City of Evanston
SPECIAL PROVISIONS
R EruRN WITH BID
AFFIDAVIT r COMPLIANCE
PROJ ' T NU BER P�IlI $- 0
'nje Contractors Prqjwt Superintendent must attend the Tequired Di-Montbly
e N-Montbjy meeting schedule and location will be fInalized at ft PronstrudiOn
meefing for the project.
Q
have read and Nvill comply with fts Spaoial Provisjops for the above reforenv2A project.
Date:
....................... .
ied By-w ��*�)
City of Evanston
SPECIAL PROVISIONS
[RETURN WITH BID
AFFIDAVIT OF COMPLIANCE FOR GENERAL CONDITIONS
N TRA C T FOR: 2 011 WA TER iWAI IMPRO'� EMEN ' ND
PROJECT UMBER if RS- 1702
--------------------------------- ----
Fri THE SUM, SYSTEM LOCATES A CITYOr' EVANSTON MER. OPTIC
COMMMCATION IMLIIT, 7FW, ONT)R1 CTORIPERMI " HOLDER SPIALL B
QVWw To VI$UAS,IYEXPOSE RDER OPTIC LWES By HAND DIGGING
WITHIN THREE (3) UXT OF EITHER SIDE OF JULFF, LOCATE ON
CONSTRUCTION PROU CTS AND PERMIT WOM THIS WORK WILL NOT DE
pAjD FOR SEpAR&TELY. THE COST OF MS WORK SHALL BE, INCLUDED IN T
UNIT PRICYPRICYS MFOR VARIOUS PAY ITE MS.
havmad a3ad understood tho above statement, and will comply with this special PrOvisi011 £0l the
above mfisron ed projeot.
Data,,3l5—li
CITY ANN
CHANGE ORDER
Number.
Date:
Oriel ,Agmmcut Date'
zajt:
Said No. (if applicable):
ownu: City of Yvanston, poi
n actor:
P M P A R e A■ A a r z it 7f K 7I P Y R M a a� r Y iY Ik x x M e }a r w Y M K tl r P P k Y s Y lk i1 M A P S P' A A� a }I M 1l P A e r! A n a it 11 K A R A P� a wl K �L l
Change to Con"d Price.
The foUowing ohmp is lbamby made to the contract betwm e Padi=
'rice of new w0flk
Nginal conftaiA Pr o -
Rcvisp,d Contract Pxioe
i A r: al y% M R }l F r R a P} R N ,i M lF {l R K M Y Y: tl A M M M Fk M P r P r; p w Y M ll P R R R A a w Y M Ik % 71 Y R k r Y a M K iil 1S k a a z� a w ti M JR h a e a}
Change to Coutrad Time:
Not .Ap lkable
N Y p P R A P r F P' A rt aY YF M k P A P a w Y a K Y M M A M a r P M Y* M IF r +k A P s A a s w rt M M P P P F s w Y ai Y M P e P r a w Y M IY }l l► p M a s e w R M Y
reco d d b ............................. Date
Approved by (waor
.................. .
115nda Department
of TranspbrWm
RETURN WIT 8I
't PAPF-R BID BOND
WE A, Lamp Cioncrato CiDntractorz, 11m.
Local ,Agency
Proposal Bid Bold
Route Vprlogs
t;:ouraty ..
LocalAigemy ,.. rofp-vanston
es• MKIPAL.
as SUREl`'f.
M held jtlntly, mi, rally arsd flnrzly boar,# unto ft 13bovo LmT Agor:sy (l:arcztftr mfwa4 !iv� tt51A) �n tho penal sum of 5% of tho lvtr l Md pke, or fw
ft llmoulltsSouz d In >he propno docurnc ams in o fed Orr lire d4ta of SrxWaVwl forWa YrWAavar is the ksfw mum. We bind ota sobm'a. vor Wrs,
1)X0 lof'u, jadit• nraJrrtlar3, $4jCW5^, M, aAd RF,sJgrM,;olaaliy PAY t[) tha LA th4 mim ur4w t1 * (,*iAiEom of lhl:s inctn, nwpt,
FtEREAS THE CONDITION OF THE FO REGOfW C?SUGA N IS 8VCH ftl, Ma sia14 PRINCIPAL 4 sutrrrtlt qj a vfa4llorl fxopasai to lrti� LA artEtrq
%taugll kts owod:ng litol aity for trio oonstrudE on of It worts dast )naled as lie ;above vedl an-
7tt tllhbA* if ft pmplm0l Eg;t meted arW a vGntuw worded !oft PAINWAL by Me LA for late abovo dorlgoat4 +d s9ts-AEph cmd thD PRINCIPAL
shall wAwn Peen (1 5) day4 ultw awArd enwr IND a fvrsalat cor trazl. f MI.-:q morety ou+at>krfte• ng the faGllrfA porfofrr anco of tho work, and furnish et0etace
of #lte we*d Snska'v va CXr gc, 04 3S pmWdul f ire 1he'Vandatd p"ift:01ong for Road anal 8ti49e E; omlmcftl' Mil appi�csble SIAPP Menita!
irou4catiorm, vi " thin 4?bl�gat♦bn shall bixorg,:n vold; olltrrrwKv kt µhaa:l tmwlaa fn !rill foirt and 4Wect.
IN TH8 EVENT Rm 1A d lermrn nes Itio Eyl` WCIPAL hay ranted to crniaF halo o forMal swalrool in C*mpl:nfwA W114 any � wgWremcn. sal lorlh bn the
prot;� 0tq g tat r ph, khm thra l.A WIN ;hr#i h Eta nwr+r0gg autlraa'�ty shall immudialelj br1 cni#EEC # to moor tht} full jmPal si;m P,0t out t"C%G
with WE mnl: oor,% Ott altofruy feo!�, and any olhercxpenro of town vny,
tN TP-STWONY WHIEREOr, tho rvxd PRINCIPAL vr4 tha :,aid SUPJ5TY have cx5ixfs4 ;hls 3nsfire monl to be sign End by (beir
e+SspdG ViV o i3w rs his 1a� day of t♦P UCh 011
princip.I.j
A. Lamp Con�*W CoMfaawz, Inc,
{ismYlae�re} m _..................... ... (R���an1c ............... .... ...... .... ....
By_ .�....."'p.. tg...rJoaoLam .'.., 00, 10 Proi043a1
(v ?SIN^, Al.1 4 joint ventwo of trio or mom owracti)m. me con piety rmrnes, rtrw ataxia xt�# slgrtaltores aaarla it �ntzsE be affixed,}
$U rely '
The i•i;arErrver i'nsuniTec Cornpbay
thtomGud~kv�tY} �i�4omrty-in�rFd} .................
VrATIm l?F-,5C0 S%N Thamaas O. Chambers
COUNTY Of-- ftrine
t, j— GeCIOTO Err _ . ± olwy C 011c In anti for said ovurity,
do hereby oefiify that Jose Ph LarwipIgnanu and '€l wn" O. Chambers
.................. w
r�gcA i;9tYl x#f �170�YiGU{tt9 flLR(j d7! lif'14 ur PR:t^ 0IPAtrf,-WR$7"f9
wbo F;M tsarh pomogally snowo To rnb to be the same parsons Whazcc names we Sul , ibW to the icrfsp nq Inr rurrsgm on burial! of E3RWCIPAkL and
SURETY, aponv04 batore late Wr 4ay Isa pomors and a,antwwindgcd te3pao'rvaaly, ;hat (My slgaaed nild KIWIve red sald krrstft menal . a~ #heir fmm om$
voluntary uO for the trace mid purp ,s t"Wri W forllt.
aven under my hand w d Eiate�l se -al ti-05 �5 dq of March ��� � f�`� P� r
�. —"" �
Ivry c+ra rraissiorr exp.Fes 711012pis �,,.
„
L� _3.
ELEOTRCNIC Bilk BOND L
Elei:tronic bid bond is affc' wed (box must be ehe 0cd by LA it*fuoronlc bad board is all ed) GEDO
The P6n4pai may sa:lrr ij oji alaclroasio bid bon4, in km of corlap�0nq ii:o above sac#ion of the Pm it id 13end
an e'.eclronrsa bid b and ID code and s;griiq bOow, the Prix epW is amtoing the cd[trr:'M0 eierlrortir, b Ds
the Pdndpal and Surly are frfmly f oijnd ku o the LA ijrsder the cond`Rions of lho bid b�orA as 00vin Nay011414'i
veTIttrre of two or mre oaitlrsxclors, eat etEtelronlc laid bond ID ccsdi3, tcoanpai•ly :ddor rtam a 60a sand dwo
conit�C *r in tits venture.
I I... 1.
�[$ p rgNr, $Id Bond M C�Ca ............
;orr�RanylBEddcr Narrt¢}
(mature nand Tin))
f 2011
pate
PRO I of I Slot 12230 (l tw V051
..... ............ ................. ..... .... THE HANOVE'i lWURANCE COMPANY
i1 ASSA NUSE TT BAY INSURANCE COMPANY
................
i�fi�Rw1k3#Ril`C{PIk�YL?PAiv"`'�fiir1 - .
POWERS OFArrORN6FY
CEPTIP#ED Cippy
xNOW AU. MEN BY TREK- f RE$RNT ; That !`HP- M4DV 1d,!SiiPl NGZ V.PANY ,4 # MQSAC8R.E,8F-TT$ SAY INSURANCE QMPANY, Wh bl*q3
ao nkVQns orgemlmd draft oAOW undm tar 4ww of Ma Sla * of New ldampphlro. oM CITaFNS INSiJRANCE COMPANY OF AMCRI , A ca Mormlon
Qrga W.vgx d arcs 47r�stk+tg u0er llie gawp of tbtL aSla? O of .W-1gan, do his ay (VTzi ttrT8 and appraw
i`lk omui, 0. ltumbttKS, Wmbarly S. fRassh sndlor Todd f~ heap
of RA040, f,4fi rind lwb E.J at true aAd )avrhxi 10 t-19n, CXCCAft Gmaal, vAoow1Wqu and de'rlwar far, and on its behaif,
and as U ail aald docd any Plaee vri ift Ueu >`lat Nd St*t;, or, if 13-C fo.110wIng 1,rW- ho Red [n, or ly vAhfr« tars araa fa4 mip 0 p i)'WA
any and ¢Ek brads, racog laca. undor#akfr;0ac, w0tmcta of h'frrNty or Motet VMIi rrqF, Oblk�glory ira tho halm thqmof, as *.o,90m:
Any mach obtlsaUono th the UnItad Sla lw% not to axcnod forty rm plton and NOi1,30 ($40,00.E340) in any atrigfo EngEtnora'
and sa:dE Wmpamaa hErrOby falify ord dcrrtl -0 and v.(AatWMr saEd A>sttarra0y{s} ln•€act May 14wFtilly-do €n #l�o promisee by Artur of f1 w fm"N".
Tlwero appoanta;at% are f1'radt londl#r grad by aurhorf#y of kbo folowln}) #teuo:tillon Paase•d by Tkse Board of Q1fW a of raid COMPZnPOIJ wlxiclt rcnvirlAn% Ira 61M
are eff cC
•�RiES{DI. . Trial thr� Pcmlc6om or imy V[te Frm9 dOt EYE CGcl rlatu on w4h ems r Ats:1IMrn3 Vim fiUMdaru, bP M4 fty #M hcmby juAbb0e4 unci tvuwAk*ftt$ to
npp:x nt Merge %+i fatx as the Onrnp oy, ;n 1ta r►Mrc orA as 44 0OL&. #o 4y"AeA am# (H*hcrMc4 o- f#r area na,1M tmhelf as 151woty orq and ail bMW34 r0001 dr st:,
WftfMA& of 21%4crnrJN, vrofwers of Q't 10n arhd Al ut3Yrr walNnDs *19L�?toly ki lf%u narura tisane% vatic; power w mtfioh thm. W the seal of the saarr•panY. Any dUch
wJiunjQs SP *y*cu M by siaraa Auprr 4rw4N *1)-Al t* m Wwflmo ;Fpsm :km Omwyas it I.Nry ha+! ,red dwaodg ;$ by aisa mplmrV tk"Mrd
o,Timm of the CwNwny 3n khplr twrs prop" persora' ("W&Ld L'dlobet 7, 1p$ l • Tale 1rlarwt o ;rsxs+manw Cwnn kfFny; Adopter l Ape[ #4. 139T, Saw
ins nn" CPgtptL , A+fpp'p4 SefRoa h6r 7, R001 - tJ gh., (ngiAmct C*rnpstay of AMN1r ►)
.1 vaiTN5!SS "t REOF, THE 14AN OVER INSURANCE COMPANY. #vASRAC 11V$C-TTS DAY ENSURANU COWPANY arfd CiT37E S INSURANCE
COMPANY OF AMER A hove mAd ;I1ese tawows to bo stmled MEh i-efr milprtdtim owpbraao awls, dint aAt;stett by a V''Foo Proslderrt Glad an AgrrORtant
Vk 4 PM5ideol, 00 Sth daxy of AP F11, 2ZID$-
Tl1Ps HANQV M, IN$I31~;+4NCta,GOMFA14Y
MASOtt
S:=40'�VM 8AY I11$ORMCE COMP- MY
rJ,y atnrio dVr
3,ritT 1
T�iE COMMONWEALTH OF W$8ACWS9TT$
Gri INB "h dny of April, 2410E befoto fro r l#'ris above named WOO Pm4dem M14 Acsist"t Vice Purrs daiat of TN Naxrover tnskaW:oa Colrtpany,
1 4a EMaCIllxsetss oily lftmoranw compally and C�tizeras trisuraxiee Cumpany of Ainadta. 10 mo pgrsl>Au3 y Mown to I* ihif fndkmoRfR rrr;d Oftery defr4bad
Nirlalo, and w*now?r Lai thaT IhQ tuvls cif, ccd la #hlf am tho cmpOrele eoa% of Thrr Hapowr invnrw Company massacilnse##r Bay
Imurance C-ormpdaiy oral Cilixe.na iftwmr m mparsy of Amor'ca, M*Pe+AiMw 'r arrd llmt the Erald r r rafe "at5 artaf 1"1 r 5lgnatraro0 h4 oft wg wro duly
affixed and sub; ihaal 'o Bald irsslrs,n ell# by 11%0 aufhorl3y and O:r[ 0on of sa d Corp4s}stkaaaJ.
w
K*" 1
iG l��Aluw�,
i1+�
M
My *4fflmisoon os€pir, or; r+G[�vPMW%r 3, ?01 i
i, She uncf"Ogmrd Assftvtrsrt Vim Pmaldon# of TINb #laalavet Insurrynrc C7orrrpar y, Bay tngvrmice Carrrprfny arsd 1vll3MA:r tnsuranm Cnmp;rfsy DT
A4fr:a . hezeby Wffy #hit 11'f above tend io "Ory fa a full, trua and corroc# ropy of tiao OrlgIrml f dwgr of Adtumts y iseued by r,aftl Compardes, tiM do "entry
farther cptlitfy that tax: soled Powom of Attorney are 101 €a force and t=ffort-
Tl1ts a MwM a may be *[ Tl t! try fa%imtlo order 41no by aothoraty of the fotlw re8dt4tlefs of lhrr I34ard of 0kr+3*m of TIW t•ianowr iwSuranoo Comp> ry.
h4ns�8Glt1x6R1�°� Say lrtsutanw Company nttO C-then; ifiwaftm Ciomp;Rny of A mar m.
•'RIES0L\r D, Thfrt rrry acrad 0.1 mtornay 4tr >We 4ed Cppies of Sw h Pomm of Atlamep aand wMA3a Ion 2h Fai�pcct thaarfoa J�rctn!od w4 "xearlad by the
pm,ww of any V" Pm4deal in wA]ulcu" %wi zs+ty (k%4 rgl Vida PrcDksferst of EhD 0wP4mrnp, rAn11 be W_rdfing oo Ih) Co:npnny to fhl� arsvp,- imr.t rsa if ad
aJ hi)Wfo lhtrelt4 Y v MM1KWy nffixod, ewtr► thogll ono w more oQ any Guth ;tilinwres tlsraxvn mny be tlty lash ';Ns Wo3 Vftc r 7. 1$al - Tho KpSxDm
fr:otcRanx :Jrdrr; Aftpl*d ApLAI 14. 188;? At4%&V0 ustMs any klvmacc Gpffipo-hy; A"vO plurnber 7, 7,pi31 - Cida"s'•osvrorrca Cvmrpony rf Nnnftri)
illEN ur4ur my band and {ire so*r of acid ceffipar,le&. 11 Wor, ear, tans 7. UI ddy of March , 2011
THM a ANOVRIP NWRMCF a 44MRLA►rY
M ASSAINW;7ail' O BAY Eri$kf4RM0f,: CWPANY
Gam 6 rrC�L' �o l� iwY Cfr WCA
11hois Department
Of UT
Trarkspbrtafim
?344 awh DLfkr,� 1 a3d"Vf'i&Qm M
Spcaps h". 8t'rlwis 07134
Part I, Nark Undar Corftcf
Affidavit of Availability
For the LettIng of M11 III1
gnarli44E0rV&; Omft."ksloMhyciftrlyyhj+ iVw0Rg#latkMR. lv�;ld'ukll 1beIDsued
vpkmr b} ,m skies of th9a form am corn0c;ed iR ffMtME, Urb +[drill 0rdR1 loads as M011i d to ;Ist ap xnrk,
U,q beEaw all vpx$# You ItBVO +r idv (orltma as 0,rt3 V a priarne wj)tmdor ,�t o srrboon(ractor. €t i�; squired to jrodad(, Ali p¢fadinq low fridz Rol yet awar#rrd
or re ttad. W a;1�1nt venwro, :Isf only that por#*n of thi0 %vOrk Which €s The rei "nsiblElty of y%wr mpny- 'li ho '�Qd;lt vulue is W We based upoa
030 Most Tate# cng€rogFfu t}r owrti�rc e0ma;0, and rr L0 ir;clWv work svbmf%tradA 10 Am, if rso MA N oo> s#rww, show NON �
I 1 r 2 3 8 1 6
COOK 16E ()OK � 04page COOK
o�nty and SnMon Num1}cr QG-QC04"14� ,V 11.006S.0 �-R$ 42-00113.00� v
Contreawllh Ma %rood tDOT Mayowd 61001rrwngdale MAY`,hTC i7 I
Eei:Mated i~ ontA€oWn f a tp S113012010 75 lftMng Days
TOW 00.0 t pfiro a07,? f&,I}0 4,646,156.97
U31ODMR1010 N'llot VNUO 1f Firm i5
the Pr(MID Oon4lwor 507,744.00 4.045,M.97
1011512010 _ 65 Calcr ar Day's 0130=10 _
139,03.{ o S 938.507,60 S 8,100,695.00 Ao miA)ta4 Totals
$ 939,893,t�0 93,87.80 2p29,{30 t3,iA,�t7 i,67
Tolal Vahs e e Al WorkC,434,�t31,57 �
Parf 11. AWar¢s rend Krug artd tJ ncompi#irrd Work to be dono wttb your givm foroew,
Ll$t I}310tvthO M(M"iMd dQtl,Vr Ya'-k13 4lW0kfor eats dp>tVad and azv=da Pt+ME 10 be coAwicscd %,40 yoifr9 m (otco-, All noeK
Vsbron€mctod 40 olMmvAH be NOe4f oil ft mwv me of this farm,
Erg a �o.nlwntwe, VPT only VIApmtlon of 010 Wit to ba Oonc #yyour
A reulated
oornpatsy. if au waA is cxn1trAr1izd, mow N ONC
Totals
3F.Ro" k $ f.a0p,i7
$
8. {3
S 17.405.0 $ 574617,00 $
o7,059.50
r'ot It nd Comonl Owtcmw Pavlatp
$
7$4,880,00
°� S.80t�.i14 $ w 5.2 QW0 S -
$
147,930,00
HMA Plant Wx
H#r1A $ 5.000,00
$
2�,73�a 00
3eao & $cat trsc*sd ,iO3nit
$
- S '
i2ogaW Raw,s Surfaces w m
$
279,035,00 $ TA 05,00 S 5.0cro.90
s
Htgb vaw.�l,F;.i Woler (Aomkr �
S
$
. .. t . $ 89 fmn no
S
916.61 3M i 74 619.00 41.19 .00 S 2.500M
S
rr3�snd9aICOAIB
y
��
CpitGre: 4 ntfr c:on
S
rt.B�O.i�O S
39+087.; o :6.505.( $9,i100
S
�:.400,C0
5
7S.i�7p„
EanQwc trlr
i,77 .{3b s$
69.855, t $ 3.5 0.0 0.920,00
- S
9p.00M
,S
FalntinFE
'"
-
$
'
Wring
$
Cold MJ1
$33.tI00,0
w
$
14,833,60 $ G,9t�0,00 S 40.232.0
S
�r��rl#ligors
-
tavernc�ai?4tari4iaagii>"sr31j,usi.S
kfobfirs:ibc Cortt�vE+€0€d f3ae
$
7i1.001}.0
355.#50.50 $4,441.53 0.44,t14
1S,OOp.U9
S
50.9#1.5i3
a
$
043,160.66
2.75650 7� S �37. d 627g06.091s
66,000,00
� 5
3.8�z.1�4,�7
41s#ost�ro o! ti�3s ia7fort aa3on 1s MgUiRM
10 a=mpj€-A €F statutory porpow us oo;kr: in Oel�tiWu l'fowraFmpnt
ode'
#0ure to campsyW, 11 ra r,Ustin
aio>a-€ atjarice of wi "Aukhoftatlor310 Sid.,
GIs fortn tNas thBen apomvcd by tl o Slab Porrns ManagemePt CAA1er-
FrQnw oef 19120b8
pagf� 1 of 24
8C ST (R43V. OSMOt08)
1101
of ransp rW
a*00 "south p rr n F'orkwayfAoim S72
Spit ;'(�!O, L-VA II 71$4
Poo L Work k sin r Contract
Affidavit of Availability
For the Letting of 03111111
#nmructlant; Cvmplea u is Corm by eUher lWruppr ip*kg WUB lrlc, 'A lIiWo ?Alkl n i¢ �91d^ xgil Mk be IM
wom bo''h &FSes sf this foam a;e comp5med kLide•.Wlt, Qsq "npl (4rm5 Rs(u31n ccavmrk.
Ust bNow all woit yaa have tinder cofilmct as Oikimr a pfto contmclarcr a ri;bmrftrt0r, it 15 mqWrod to ir:OWO ;4 p dl love blds rat yet awar4ed
or o*tecl. In a Ipfnx venture, licit ors y MEA podlon of thl� work 1 N #ho rucporlsItMy of your rim#any, Thu vrapomPli�t4ad dol'rar "a uo 45 to be Based upon
the most mmol r}npinmer. or 019 vve esilmate, and m"t Er;r. vd wo* >rt�G4 '7, C4C� to othm, If no work 1s f onkr xAcd, rihow NoNt-
6 7 8 0 10 �
otmty er:d Socftn Wmbar 03 - $74#-04-FP
{:Ommr't w4th CDok (:cul:ty H.D. Bedford Pak PACE
Ed4natcd CorAP,10�0n 03?a 1 VIVO 1 8l3112014 60 Ott Days
Total OGTI"{'1Nm $ 3.9613,0800 S i16,2x 0 3 247.848,00 — IAcMvlatedToal¢I
Un m#lood 1 0jur Vwue K Firm 1s
the Frame {:oestrous' $ 3.860,0U aS} 71 ,2%,00
o-t:b�aatrotkor � m
Ttal-Vaiv of All Work 410%ml o
Poo 11. Awartlt; PorLdIng seta k.lr 00mPloted Work to be dorm w1th YQUF Own £orcCE
U.jt btflrW lase vnr0Mf+leted MW vBW(t of W01t (er eaoh wnt ict vnd awards pu:ndcq to bo oampWod wM yolK0wo form. All work
si tre4mir,1ck0 to olhit m ustll be €Isted on the rovar¢c of #ens form,
In a jpin# venture, li5k only
1hot poralon of;he work #o be 4orm by yoltf
Ai cumulated
company. If na violk 13 eonkmow, shmv NONE
Totals
IRcrtktveork IS
07,400,
7.7A4, t $
r
^
$
615,144,00
f Pediand Cement Gunaele PavPq $
98.595.01)
$
00,695,00
HMA Plank MIX $
�
m
HIMA Pa
68, 0,00
, $
65.100.0 6
Vqqn & Seal raa" 41)IN13
AprmatC+ I ar, & 5u ac¢n
331,710,00
.$
1,725,00
;l#ighway.R.R.&Wa!ur SW=rc¢
m
lvralsrailc
742'5A00
55,285,00
-
817,838.04
; rpra#e oFt9#ructlon
7.7a47.50
1".1307,00
E an(fsc�#si s
.110.780,00
S
ZAU.00
113,212,0
l +nift S
m
w
a.rar�r#f} 8
fold#+ Ilk Cf€ Mnp $
+x:5.800.00
w $
^ ^
a
46.600ko
Pammcrk# MB.Wmgs (POA) $
W
'.4ablffeif rtrallFiddRffice $
30.724.0*
$
49,250,00
��$
- S ^
S
33#i,IJ70,00
i31 Kng t'.otss#rackbars
- &
m
TptM-g
M
2,02.235,60
....-
$
403,13101)
m S
1aolosurp of UA lnforfnOon la REQUIRVib to uacomp%h she stets+lory purpose as outgnud in #t:eMir;oGG Nommmelil Code: Fuibro 1p amply V411 rcsAt in
nura-ls�;utu;(`,A of Oft "Atftroratlolt to md,' TNf0fm her' burn oppmVed by the swta 1"offm ± n:;RemQnt tivr;tcr.
p6mled W19MC6 Page 3 of M 80 57 (Rev. MOM)
uunc � 3 Department ent Aff1 avit of Avaltability
of TranspbrtaUw POT tile LoWng of 019111111
U-afem 0oimvfuGr7m 'msMrB';EPW. OwN)WnNGf4ffni;y &LhutyplMry4fWir+,j�718OM,'AiF1KKSk3lr 40TFdO'%'4rwto1P.wR#
4 $,wh D rrsue faa'a p AYE $22
$jar VIC:34.36VW1% U,7511 wieesva°h Fjorru 0 riinfwm8fo 0Dffkv41cd h Mj;L UwAdIW(sfit[Malls us410a074* W 0 W'.
P3rt t.VV*rlk;,frrriv Corrtwk
U!;l #ai -M uvrk pD havo w4vc.Wrnei as chary pdrwQao6 14t pr o DDb nY or. 1tis CzagUEred tO 1Mo1U�10 n1I psraGlry8lurlWrk Mt"t �LWPr#dd
or Moutd. to a jc4nt vrnium, lk;t v-Jy! g portion of tho wink ioh is tha (,;P0f4.ilx'1My vF your Comp.rny. Tbf' Wcomplctod 6511rrr va#uc Is to bO #kzed von
Rhe #Trost rucer4t lrsWW'6` pr vVMOP'S C5V=16. Mad MZ4 RWAL s D %QrE; WtOr *O* i54 to O;h* s. tt rw wo* rfiaw NONE
14 1 7 13 f 14 is
CORK
0"010 1
10ww grW SeOco Namber pl.EWOE )
C:drwc-d Com-plollpli D.Ia D 31) VVfZKDAY$ __--
Tvtvi OvnRwa NO � 348014.s6 14tiG+aa U3aied r'olals
.... .. ......... ........ . ............................................. .. . .
tlewua�xD�aias! �7o1:ar V�Z�rC aE i'3Frn S;
t4c Pfimo
"..............._......... $ 34iir'~'A4,i7fi
"................
t:Awmpiola Orglar Value If Firm In.
trir. �aotxro�Rr�olar _... ,�..,,, $ "
..................................................................... Total Value of Ail Work $ ;44 1344M
1. Aw�rdo Porciinq aati4 4 r"ff P1vLRd work to bo dorm LoWl your vAM forcal,
lA54 i)alow ihra unca+rvls+lir4 4�pil(rC vtrWo of 4work for easia wrtomt arts! Avmrdr, pomllrtg tp loG o plotcd vrih }our PwA torwc;, +1A mrk
WbopFr 4ctod #a 01t% x +Lil:loo IE91 d on tl m mvta* of tills form. In a jo'.ni vfintdao. Nst orgy Vvv t Wlt& 01 Ow wo* W #c tforta by your AocLEmuWPA
C�7mprmy. 9rM WVA IirL DWEW, 1010W NON o gt1S
IF.aai4t Mrk 1 4
Nalmd Ge+mot rrAr urato ftViF p I
;1MA Plant NK
(rEww d.S6A1
Aiarmpto ►uani'.Su+7a[C¢ " 5 - s 10.7$4,61) s
Yfd 3av�aY.it,i;,&VYa;aavrsy5#�us.4 S w S - S
FEnCbF",a1 $
covernrAStra1 Wu .
collemro Coro rioetirm
i.fi�sdF.#ntpin•p ,........_. S - � 22,'S$4, $ - � �# �2.599.�0
�F'eMG1ng � "
�pr�li S
P�rirg S w
Colo# K)l CAimlIq
............ l rkir
WWmffrc Contru:i iail
xw wv_t_nv: v: n_mn.nnn wnmm.m:"xmx, ---•-�•-_ �urr_.rrwmnn_n:_r .n.n.w:w n.w..w: ..nnna.m r.ay.m.mmm
w..w.wmwm,
i Esc3osr}Fe 0till ?I3`p11n2r1kua is 1? ;3#RVi? to rroaompl :�s Rho qda1u n pUtp,9sa aS ovulnO In SWdllnals i#mcrrcenwl Cod¢ " Follum'm oaM s?ly Weil! trrOt In
d4"rjr,S(j,"C 0 0 an "ALAN)ra4tl,0 to #aid r 'psis farm baD iwn ispDrovn4 #7 tlsu fp%ta FQIM5 # DAftrMtAt CenEer,
pr:htm 08 TM11 P z�� !i of - 4 $G 57 (33or. W)RM)
Illinoisp
s AM davit of AvaIla411Ity
T�� For ii�rLsSirwaf [l7l1
Sumov 01 Gga, 7rutdpm mo mctEpc = i uorn i? {mR tm by c3tt u ty�r of wing blsrk LSk, 'Avavrim, on ko ad` }vi9 fiat tic 1ww'-d
213 01-DwM O;rWii i'Ai11W34 4pM !�77.
Spnn{t1 .1=10-wt B276A vntcos halt; sldm of Ehls fori } ;�m coMvlMO in i$RLtd- t3Fr �3¢¢iCfgnhi [?fTnD.UsOr*604 141IWt auvMO-
U.i t Wove 0 work you bvoe wider rontmct as eithex a pramo con n)Gtor or a 1 rubcomtraelor. 1# 1* : tired W Wlade 0 PRAItI g WV1 bids np1 yet awanlod
or 1'ajWW. In Es jm:r ventirre, t15t only ftl porlwn of ft work wNch hs tihc rasportsiWity of ywx wm$m y.
7ho oncompio1otl dolW valcjf� 1S to bo ha"d t;pon
iFr# �sro # r acrat err inCC � s ovFr>r a eiElm te. aald !i]�l t 3 claQe tiClk ibcprEtr�t ed ?P oEYsars, If no vwvrk
is milrac mt Owl NONE
19
GG�Ok t;o0k O�RC
DlmiyAfidScOon 1u1 mr 84Y•#"9
Contract bV h DOT (6QD25) -51= park MAYNOOD
ZOM41ed colnpiol4 m vato M112011 _1 WOM 10 120 CAL DAYS
TOW 00,11Mct pe4e S 1.002,093.SS $17.010.1 �_ �,2�5,R85,�a4
me Wod'1-el$ID
UjwrOmpfiE #Qtf }psl r vjg= if %iFm is
5 1,02,003,5$ >f7.p9.0
214.t3S7,5 $
w
i$#I0,�17.{15
1�Fii:�Primie�;4n[�yF.'rck.l�o}a�/ J �} 7
V mpi{7md 5,+OI VWVO �1 MIII W
Total Value of All Work
IMO.101.01
F� rt M Award"f3 l)frr.dirry ar<d Uncomplot4d Work tQ bi, done v4tli your okanx farces.
Ur.1173t0+4 the ura0bmlyWed 40113F vaWo of vioTk f-;t eaoh aonlFact and awavcto pemOng to bre wmp1e A
MM your own fo=c . AR yr *
wb7wramc t? pihOrs 3w91 b-o Wc4 on i#tA rowpro of Ef.ls form. 1ft a;orm venture. Nst only that portlarl of (lie vw" to bct none by yrrtrt
Ammmulated
p pany, 1f tm work Is; Kmrsfrac4M, draw NONt-
'1i otais
i[ - - 6t. $1,001 20.91 m0 ' $ 12,5 ,00 $
w S
..................103.aO9,001
ITOW4M
F"tapd clam conq R#C Pam''n oxoo.00
41,M00
HMA MC+Eit ILM _
-
HMAPaVirp 1$2,040M S 93o,173, Z5.000.00 $
Clears & eal Cfaa&r,1oWs
w
Agpm- talo 13 ses Sk fa(.09 22.655,00 MG0,09
JWMiweyjZ.RA Val" Strwtcrres
DmiWFM, 3 .229.470,00 * $46.8Qa.i30 45,OS7'S,4A
y1w3Gi�afcroi
Owee • wid SGM CCr3tt:
f,--k leconstauoan 70201,00 ".500,00
�$
w
$ -
S
27,M7,ac0
jwhp11Iq 13,4{37. D $
F�z�1G�9
S
Gao. iliaiE
$
#
$2 rs1r1 3C ,0{t
S
945.00
CoEd M11 GFirkding A.t 02.00
iJemolro "_..
S
-
FavmrroEs#s�
-------------- + -----tom_.. --------- - - - ,'�
hto1�11'l�ff�c t'arltro.+�7e1d 0ii•1o6 S 146.958,>�0 ;� ��
,fi}------ ��a�,- --
---------------- �--- - �
�
��,�,�V[%.�O _
.................................................................................................................................. .
15t, pMI F+3 f this Er,fcrmst= 35 RlwQii1IRED lA 3c, gOmpjEsh Elie Stalvwrj pLrrpof# "m0wd in thclmino�s Pfco;m ont Goths" P;AWM to Omply v4l% le mA :n
orrlsStdBatGo pr -�tfl "AuUmK7.gAim to Ella- Ih1s ( m baD b i "pfov4d by 1ho Ssa".6 FQrms Managamont C PrOgz-.
Prtf W UWI M00a Paga 7 of 214 80 57r {A('.v_ 001 103)
Ulignois Dept
Of $gi7CTsv OT �"rp�ftiiJ,7r1
2300 L� 9),rk�r�� R�r+�svoy+�anm 32i
:3�f��g6�eMd, a�4no�c t27�ro
Affidavit vit of Availability
Fot' the Letting of
Eho: lyping OrU!tnU Mack ;A. '144A f t,40nea 1316"1I1 ODI be 9mWd
amasLM d 9n desad. Um I'Mw"Itl (I m4 m iwv 0 to 91FE r 1� x+`D&.
03111111
Ust Wove aSl w4A you hwro wdor mrW as clowt a peimo mn!ra *r or a wobaontmcAor, 3t i; tau=rod !u includo ail p nd,hg dow bk1s: ra42 yoE awardw
or rejaC10. 3n ZA jc ant vontvm, :irrt 0my 00 poftp of tiara *0*;.VwQ M W floc rewfrpr9w;trifety of your uum ny, Tho tinoompMod doer valuo 3s to bo WvA upon
t310 moat rash ong1neces, or owraars osft to, and must Lnd%odo v(o* SE:bc+Rn�caMed;p o#hm. f[mwori 3s rwnt etctcd. 00v NONE:
i 2Z ?8 to
rLr R 0mi ecuop NUM60F
1c,wmo VV3 th
zWmWNompla!6ohl To y
Tola3 Conlrad Pr1cv W
Woompiolod Dollar Vs3L;a KPirm ES
the p6me corwaoor
ri�+xr tlptdgl OiAppir WTme U Firm is
:ubo Vargo
1 4o good Park
Tawm wp
10Sl ol0
$ - 5 980.056_0) S
P9Ft Er. Awardn Ponding cmd UrMCor P3eted Work to be lr Juno wFlh yoxrr own 3drtroS.
. A=idAkP,faWd Forals
1 - $ - iR310%.00
Tolal Value of All Wa* i8�.{�S�S.IkCF
U01 Wow tho 1MmcprMmp5eted di, ler Voloo of wank 1ror each 0o*W4 and avtmWt, punding to be campided watt ymr awn forwt;r MI work
gubwnbmded to Dffmr; VM ho klW on fti FOYOMC of taus fQFrrM, 3n a WrA van'IVM, 935E aniy 4lhat }Ntt3►',rra Of R3 O VMfk 10 bra hors by ymir Mcumu€ated
3f no Vh4A iw wntr c~ ud, show NONE
ToW3 ,
EZVH403r0arn
-
uAt Qortcmke FAA
$
HMA Pinnk �Mk
_
$
HMA Pa*-p $
- &
40. (3l3,OQ s
S
- S
-
40.70,00
'm & SON Cfadw ,lpinlw
$
$
w
Au, regaRaBuvap& urfama $
rt3. d ,t}D
S
-
$
93,74g,pix
�Ayffi,#t,& wf[ w ",(Zms
t;pr+T:rcRcprMStntaFM _ S ` �,7t}0.{34 $ w � - � y S 5,i{30.t3Q
t�aatds�rpf 5 - 793.$Bb,{34 � w S S S ��.3Sa,Q4
�QflTir�# S $
............................................ ..... ......................................
Fi3irtEA3,, ..-.........................................................................................................................................................................
f 06d MIR r�Td3LT{3 J�
T��v,3mcrs4 NIq�Fk3rsg5 {�'aia+!} � � -�
lmwTmfpr, cvntMVFM MCC 5 $
lad
Mtaiawre Tsf (ME; Wurmak on 35 REQUIRCO Rp aommpNsh Rhc stMtAwy purfmn as ouir3n04 In ih '3:lirsol rnnumm Urt 0wo., Foli imic to ca pn v w7E MsVK in
ijon iswvar; m of 3l) 'AL1kht)r3r Uon io B10,- ThIP (d;ii llaS baon $pOromd by IA$ SI R Forms MRna ,M Centvr.
191nots D Affidavit of Availability
UV
a3uie�u+ o+ �ar+.^.rr�C4au+a
�&17v ox2k+� L�+rksan Fn�wsYrFtnn+�x ��� 1nslnxxt6or�c: C�m�lekn GIs faun �y r llg err �s�ng bintk dralc, "Il��isar'.xatia� ka �kE' u411 firo# i� k�FVed
S;rrm Sk; , igOnw5 62764 km1r;" tom :L d g or khE5 (Egm AFL Oornp4o-'s9d IR 4RW6 1�5 add%, 0On tl t{)rm!S hS 4)wr04 to € rt al V*Tk-
Dart E. work U ntEor Cor1#ract
USt wcrw am wom you have Urof Oor.114,CA M Omer pr:rnv wrttr$ r ore oubcor*-lrakcaQF. if ir, mqulre io JoC444dQ all pnQq Iota b3d5 not ypt avemdo
or roj, tOto, 1q a jertt vonWm, Nat on' ytE kl pwUon of IM wDrk vfhM is Me M3 Pras�K;Y of yourconVany, The 4jilwmploted 4o13�tr value 13 to ba based upon
mos# r4o3�1# Qrrg3rso r' 9r owriara oxAimatr,, 8i4 Mtn inoludo 1wor1 wbk rrtroctod 10 olE'Iom 1! r.P Wor3 Eg 1=1f M4 sjvwf MON P
26 ° 27 20 2 30
EF KAMC w------
7971ttY alto S,tectsnn #V1srr�>�k:r
or:#farA With
RUMUtedCOm#>i00gi3a?a 8f39107t}
TOM {4�OttVaO Prim S M1MI%
ft 1 ftc GQnt=tor _ S 2MOD D-00 S - S _ $ S 27Ei...........................
.i) ...
tinoorr pM0 DQVar Viilkw Gf F:rm i$
Total Valve of Ail Work IS 22 ,O0DM
Oa ft If. AwarcE r P06ng sand U n.C* rpietad Work to be tlffkje Wft Your OWn fprccs.
t.lrgb�Llaar ,5 unoomplaled ikHar verve ofwork foreach COMMet and avlatf8 PDnftg 1,0 bio*Mpls!%d WIM Your ovrrs foams, Al w019
rwa=1*80w ?0 00UM V24t l #fsCod on the revorsc pt la kM, In a Iofnt: vi nnly#o. li.t orgy Mat portion of VO vrsxsc to Wt doAe by your
�41�Ci�EYtti #8d
company, 9 sawork fa torlt ttad. shmr NONE
rt#Fv 0ek
Por#Wd Cafr en; ConorOe MM2
l;MA MrLtMx
"
HMflPa*-
S �
$ "
#}i3 yAPAvval(trStruatares
S-
E}r
$
S
T
.fir arm Seal Coats
$
"
6rarble flNtMOGrr $ 28.OE7E . [) -
• $ _
$ "
$
?.7E3. , 00
-..---
F>aClrs � w
uarQraiF
g
"
Cold ;, m Go � -
� - S
�
,-
hkOt}lt`ag�lo
�kir��EiiQ {i�r�utiVCtiDri � m
" � �
T
�
w
"rrJ.00v:o
Totals ?�S.00O.t3R . S w
S
w
ktk
i�iscEosure o! Slate trlfArrs]aLvn i� i2it� �Efi�C to i�l�dsix wile 5t�tia;�ry fre�apos�
as oa;kre� ass t#se� EIEAC+6 �rrcrn#rrt �0de,- 1=�l;soro io corr+�iy v<��I f#Soak
4-orOgs0ncm of MI 'AsJthp>'v, 0f4 10 SEd" Thls farm hw% t 0 iapproved by 1110
$13tO POFMM MMnMvrt# C,6nW4-.
Patalted t2Ed14f, OM
Peggy 11 of 24
5C t?7 (R,3v. 06100a)
UVIftois Departnent
at rtspodaVmn
Ba+ U cs <'�rucIsao
2,Cgo � Wh B4nc"11 P srayrfiaom ZM
Sp4rYi(? , rninu,s S2a¢�
Part 1, work f radar Contract
Affidavit o€AvallabiII y
For they Letting of 03/11111
irtmjct4 na; romoigo "P f" by c.0 ur t&.q Pr:?" s ink. 'AV1t*rl7,Mkm m 8;d' VA11 Ml be 1Fsued
vn5�ts"Man i6 imn fwm am mgpirAt-4 im i! i if, Ote 7Edatl"M toms �is iiwa¢ !p 165t A v?W!c-
#,Est b0ow V1 WorK YOU baw Under mmrork 05 Omer;) �kt'.r<96 tAnlm(Aur ar o Ek 10 rC lmd * W11g,10 oil pRnS6" ton- bidnot )fit aW n�
or mjeoad. to a ]omt vex i;u;, last UA1y fat r1im.) of ftVeork AN3?ch 1� tip rm5ponslblttty of your comoq. Tho tdncompljslod dolaf value 1s to bo ImBPA upon
tEgo rr.Mt
r4Psrt q tmoWp of )wnmr vamMo. and must Enaude wof9 Dukrcanl+ Occl W 4OAhors. 1f no MA Es cotkrai'C ' Omw NONE
s 9 M U 33 34 30
COOK GOOK
o n BAd SWWn # # rnbV 09-00129 •Pv - 7.0ce-W
"fatal canlmo #ric¢ ° �.93 , E�B,��a � U2 ,008,Q0 S
uf=rr;plaiad War Vma'2 U Fjfm 1g
tit¢ Pfkno Ooatfaciof E . 3 1,9 9 .Sa S W AMOD 1 $
r oompWod E}oEfsr Vahm if RM 3s
1 d#cvr�trotor
. 1
Part #E. Awarils Pondfrrq end tfnc-omplolod Work to bo d000 with your own fore ;.
TDIM Woe of All Wor%
w Ammulsted T005
S .00,141.05
S
L1st Wow ft opoQ apkeked dMIF;r vaWc ofvroo�k for ttas.b coma, t and qw« ardB Randkng to be camps aked vM th }roof ovm forces, Ark W0*
�vbcorolmUad to oti',m WO Im 3fS'. ch ft fovomo of Iris form, 4) a J*t VeMvre. list of9ydot pafi� WIN twofi( to bo dono by your Ammulated
evmpi tny. If no work 15 mbtradod. Show NONE Totals
Pork W i omont Cam-r eke $
HMA MintWx "
HMAFAvirsg 5 27.4b,t30 S m °� m y °� w 7,51M00
AsMfk rpt9 Sams & $Wawa S 0,000.00 S
ft#1my,�k,,8� ,M1fahrrt+xrt#eonss "
ra o 'i9U,00.00 S 0,000,OD S
f: ovor and Seal Goats
Oopoee3o Corlstfuaon $
1~nrsdscaErtg 2385.i30 S S m S $
intn0 ipwaclq
S m
firu�r�tar�l S
$ifl rlo S
Cold }. W G al q $
Domelftn
PovcMeM MVtrkkngB {Parr.#) S .989.GiJ W 1,980.60
MobftamA 00*010eW Office S 2Mt .t30
loll}I{�i I;ogstn:c#�Or1 $ w
..nnnn,M n
S l xn.mm i,DDod30 ! - °r w $ �_ s 3 .$6 .356 tiSp
O;SG�Qmo of Rdo infwmr "On is A&-ctuMr h'Q MattAory WPOGO as oaNnad M a3tim"lTnO5s Pfocurom�ntCod4 . i oom to coy ly ti%A'll result En
vn-Tvsi a tt� of an 'Authi?6zolon to Sid" Tb4 form ria s W(m �tpptuved by ft Stale r9m m ;dnt3VMGrit 0w0f_
PrWed 0W1W200$ Pa" 13 of 24 B $7 (Rev. 06MW134)
fifinois De
Of T"rrtabon
ewonugr DP,-1rLr06m
230o Soush #)pion PgfjnweLy1J x&m 322
$pf4ppfrold, Jj:1kgM 62744
Part E, Work U;5dor Contract
Affidavit of Availability
For the Letting of 01MIII I
Baer typ'ng *c %::�tsp lalfr.k k+k. %+1;1�31?rZ7,M1On to 616` IV61 a03 tse !S'JUcd
DrAple JRi1il, kfwfwms4m ecaEedto�lsta�lvmTk-
1 st bsDUW M mm you havo vn'�er wougst as Mmor a prime contmrWr or a gul>wntmc0r. It is regWmcl to kr OZo all p1pnoing lo+v btdr, Mt yet mvardcd
or ro;Wed, En a;o:r tvcAtur�,12st Italy that €*Tlk� of the W0*;-VN01s tho Fewr5Wb� 4 of Mr cornopny. Ttm� ur,00mploled dWWvckco Fs Ev be based upon
the rnoDt tcsx+J a� 8 g r a{s or oymors eam te{ and xMsa*k Indodo mrk ipdsd 10 oftrS. if aao work is oonlracled, erb ww € ON E
1 30 � 37 38 a9 av
oWyarea uOonNumbor
C,DntMe With
.+s♦1�. }a'sta +.C�o�.}mpl7aiyion Dato
Uncomplolosl comrva-We
Om Mme nl ttor
U mmpleted DOM"If Value 1f Ryn i5
Et:e �ub�4t�#r#Glot
klA ERVt1.
7l3�'i 3
A.Mrrotrfated Tote �
w ,fl04,4i? 9 3�O,t�CJt},1f�
'Fatal Value of All Work San MOM
A If. Avmsrds Voodfng and Uncompleted Work to ba dono w 1h y"r o}vrs forGe�.
r
1jat WOW Mt1 wiovmpleted ftmut wEut� of wmk for oaO ma"d and aviardJF pen6ing to ba wirrplolM W-th your ova fofam, AR up O&
50booMmOcrt! !o others will W 111Md1 on kho m m m of Ws WM
In a ;vtnt venture, iEiA onr thvt p,Ean of 3Eoo work to bo doria by }your
A%t}f3' ulaled
i3vmpony, if rm wmk Fs contmr tcd, Dow NONE
Total
rpi:
wnd c[amunt corwivIc # sv r
m
tHMA MM tda1C
$ -
1•'tAA PAAr.,q
-
w - 4 .000,04 T
285.00,00
1ea�n iS t sl {:raekirf,lOW",
y
Aggr plo Wi ms & Surfaces
w
�
S
- w 0,{�{3S}.0 - S w
9$,000. ?�
WMar SVUL" m�,
3 -
1010>�acto fioiltn:c#30n
S
" S _ -
w
-
�Stkn}r.S
[coid mill 1p-q
.�
1�efr.0lbtl�J�
S
Pavorrsrnt mar#c a (Point)
m
mobtrraiMr, CommiMW t 11fKGR
$
-
80101Ja
-
.. ..... .. . .
Ti p
S
- $
r s - S 3WA0 40:
30(3.00U.O
0Es r,tmt of lhls wftrma�ora is Raq
ITZED to �m mMfrE h fhe Stata..'tory Rv"te OD 4u7?lard �n OW11RA04 pfocuFCmont Cnoa,' ralIvre E0 comptywifl m0 En
rt n4sst wmo of cm 'Aijft lT oon to Bid.- Mg Rgm
ffaa boon 9 ro}mod by ft Stale f'orm!s # apagmaot Ount m
PdTA04 owlg1"08
pmga 18 of 24
SC S? (Sov. O RMS)
lfffnoLs Departrv� Affidavit of Availability
Of 'arapbrtaWn For the Letting of 0 111/11
aaa ^aoukn .rkscn ru 4%Y A 8 rn ! ihar 4&9 W %Mo black 3ni�. 'AiFthor Gvrs to &]0' YMI Mt bo i� ? d
arrn +weld air. a G2 $4 6mpMted in istMll, U%o (td4Kkm0 fours rks Tltedcd #o IM MI kwoA,
Port 1, Work ksE or oonifuct
Usitl?CkQw W1 work you Sava #Ai�or contract as i EtY;or a prime wrtmVor of a wbWn or. R 19 requim,4 3o kr � a€I pcni�WV 1i)wMdr, nut yGt4 lkrded
or rBp3eoAAoti_ in a Vjnt vr3t19uro3�St Cray that pQ#t Q 3 Qf tha vidak wh4di hi the for,�r,slWJRY of Yovr Oompaoyr Tha ul=mpjW13d domar VOW r�j tv be bu srfd upon
t most r rrt e Wwr$ of owns-n etsftale, end muq# 3ndude vm* 4ubconjradad 3o o qm. if #10 woA is tm ted, &how NONE
a 44 42 43 +44 w 45 l
C:ou*zind$vaonhumbnr I $-39W
Wr IMO CoMrAcliork #gala $1112010 10(4 UM10 58 CAI. DAYS
ToWl 0. r 'ti ca Psim 2,844,002AO 2.28 .8 a, 11 * 213,614M AoC ; r7390iaW TOWN,
a04trr laiat! Doliar VRIui� If Fkmn IN-,-----W
ft PdrnoCo)i racgor 279,5p0.t10 959,500,00 $ 213,4514,00
—
t#t� �rboori CRor w w $
Total Value of All 11i o(k
P> A El. Awards rvndlag AiIJ tfrxCOMOVWd Work to bo d01UP will, your ovrtr flwScr-
t,€stbelm tho WaompEmtud 40%tr VA)b &vmjr fo(aaa mnfr Land uw[trds frc wlh,)g 30 be mmp'.e?ad witty your own for?xu, Ail %,OA
wbvo,WW4d try 014prs w41 W Utcd art t3:e (e+?er�a of this fcrr.yj, la a jc4nx vuniura, Vsi on3y that pert n of the wv * tv be done by yoga Aceur31i.Elaled
mmpp"y, #tc;owork Is oomradod, rihip rNONE Totals
1E UTthWDrk s o,000.00 - f 7.1=.40 S 48,1mo0 S 170,suo,00
POMM Currant Qpgmle Paving v
HM A Pavin 90,000.t10 S $ 73.334100 153, 3 t0
01i0n & {50M ro,oW J0101% �5 y �y/� [ y [y 8 ��y { /�� p��y/
� ggf4Dqj)SV WY & SUrf 'M a4�V W,W V y S,00 +,VV $ 42,028,V V $ 49,028AO
QfWrtncq $ 2,510.0E S - 21500,00 9
tmmte
t r and eek coa% T $
Corhmwawi $ 40,400,OOy s S 20.000.00 M O=
i r;t�sct+pfr�g 25,WDM - 5100,00
F43ndrr, m
Gr.wrdr,�7 _
P,13n" v {
lull Mkll Grilloing m w .._.....
Pausrnc��t twlarkin�� i�'�int}
#.:#rJ3 rafiEc orx�rvklF6r€ld Esrde, ,000 i30 S 20,000.0 S 25.000,00
SUMMO Co ArucVon .Yµ S -
- —.
. .............�.....n_,n,.._nn„
$ 2MWO,00 467. 6a1 i}0
D15obStrrc of k133s 3MofmaWn l:w kEQL MED la aCQ MpZhi� MnWry porposo;; mVife4 in the"klrlarl� PfUVO MUnt 00do: l A)m #0 oorrap;yvMH row(
noir4marm of ftra'Awlhc� �tlon ?o 81d," M; form #ASS ben LpPproved by the State Forms MwOgckmmnl Conlar,
P6ntod owl W 08 Page 17 of R4 U0 57 (Rev,13W09M)
no
of Tmnq)brtatkm
�urc��xoi Osr�:ouc:�or,
asoa six�,r� �;�;�� ��mwoyrRoom
Part I. Work Under Contravt
Af idav i of Availability
Fort he Lefti ng of
her typo-)p w k Oi�ttEKK bA, 'Wha+tMa &n MBW %Tr l T40tUa I'Med
na:WCA In dcttlt, t}se RCKODME rvm r he TWPdOti 0 0A sii 4/4114,
List baL-w s€€ vmrk you t1wa uptPu 1 a3 t 0 Z5 es bur a p0mo oultraOor or a subwntmclor. E€ 3t, r uErad W iVC�L;do all pcmc 1ry tow IPW poi y(t awardo
or rolwlpd. to a;1*t vvilufo, VsI only umt QQ'Mn of thi} wot vfMo 1% th¢ tcrponskbo ty *( your comp ny. Thu + rncom€rWod dollar vi W Es IQ bi¢ lined upon
€ho WWI four t Qnq noafs or owrtim ostimaio, and mtts# indu0 work et:boar31fWs4 to oftrs, if no tlrco-rk Es oontrai;tW, show NONFE
47 48 49 m
COOK COOK COOK COOK
Lvrtyand SeQ# w Num mr 034009741rPV 08,0202-00-SW
Contmowith
E<st;mated {:oa'rFl# Woa We
I-rotai Conlract Prk4
Unwmplotod E *VFrr Vasuo if Firm i*
tiao i>r:me 00iltmow
{�ixfiQrnpf�[66 17oEl�r V�i�tEt �! ��ifirr r�
#,. "gBconlraQ#or
€ 0 V
*0T - 331
MOT- 040
€E 0T - 1457
110 WRK DAYS
WfMM I
12JI IZ IQ
iOD WRK DAYS
3.965.70 .15
8,324B,P20-2$
$ 4,778.200-20
$' 1XI.OW.69 -
ACSAo sou€ated 7olaTs
at.ssD Q
7,106,233.05
$ 3,6SOX2.1,00
S 6%10440
Total Vaiue of Ail Work
$
Port #I. Awvrds PoRdErtg txtid Unmmp€otod Work to ba done wkth y41cr OWO f0fC .
Us.1 balo Y tho uncomptalm do,13F ++e€u4 of wot (4r oodi o91i mcA arts pvfa#:do pmiiiq ;0 b[+ i mcmpWcd Wi th your okr n forms. Ail "m
wl?mc rao od #a 01bm v4m by Wed on ft r ovotto of ft rorm.
rn a;oint wotute, iEst o* [trot pQruco of Itio work #o fm dom:
E y your A=oxoulat d
,wmp". if rm wQrk is arrr.#r akid, Oow NONE
Totals — —
[COMMOTk
S
y $
G50IM-04 , $
40.000,0 f{3,00 .00
-
060.{i0M0
Portland C vmoc ftt C*rac$cc Pav
S
60,000.00
$
64.0040
H#vSAk Nfmt MN
----,„-
�
'
KMO\ iFAVlm $
- $
,
242,355,40
Mao & Soai crxwlcqtt
ti
�
'
8aqrNatc astrs&Suftaoes $
- S
125.000.00
30.00.00 16.400.00 $
- 6
171.,MlocS
Hktwap,R-R A Wa#ct SlF wWrett
i_
_$
"
CGV41 and .Scat i `i0W5
Cor ift QArA t Oorr $
- $
9.Sii0. 4Q,
3-50,0G0,00
S
9.M.W.W
I.andw3por:g S
5.000,00 S
lou,+014D S
i55.9{3S. rE) 15,woco S
87,SG$,4D
�•
C�totarrtr,�it
'
-
issgr,lnq $
.SSC3.00 $
t38.640.00µ $
h. rfrd 4>} $ 6,67A,00
oErt W Gehicor-0 E
" S
W #10 84.017 $
pavomaAt mark#ftgr,
tJoblF rir, ControV :eid t}i!kec
30.000,00
$
659,000,00
23.000,00
M00M* 4
U00A $
M.15I70.QQ
O S
36,0 0,00
3.$ 5. 05.0E) S
9,�at0,86RM 15 120,$24,t31� 1$ w,�,,,
$,00. S
5, 7 ,99$.00
M:ecWtrre of fhry it mmrWory r& RV QUIRE D to azwmpligh
Stab}twy purgom wS
mol2r W .rt ai1cMlcloEg FfQ0Vmmcq1004
" F34LEM :A Corrrpiy WM ruu]I En
R ri•�SSLx�ii3C pf -j19 AU€herlj g3 Epin tp t3iV TWl -.
form ba;5 4"i! 3¢pri ved by the 61010 FQirns Marks rrteht rQr;tEF.
PfWe4 08119f20013
Pap 10 of 24
EtO 67 (Rgv. O6f39148)
Mims Deparbye'
of TranspbdaUw
P.uro�� o+ C4aSLiuP, on
2w..S7D �h �3xk:cn ���kvrayfFosr+n 3Z�
P} Jr i. W4po ldndef 001%1(Ad
Affidavit of Availability
For tho Uffing of 03111111
J%cf Sy9inA pT Ys mp blga € (, 110 bid'viu natLitt kmwP4
ir1al d in d Grtll. lisc Is#61'.I4nal lams as 0"ded ko €kut 0€1 mik.
Mg Wow a:I work Yw n-ave untk or wararA as cikksor a orhR contractor of 8 EIOt)mtr6 r, it ix rmgW.- io lfti%oe W, ondhIR low blda Pot VIA awafiPW
or mjocw. io khm PoTwri of tho wwk whit a i5 the T10 0compiated 011!ar urn w is 10 bo I)aftd Won
o Trios(rG^ pt cr:glfaooeB or ownur� and;'nestircWde m is cmbwArad0 to of m, Krw mA 1� conbloMod, slaw NOM
M Y '53 $4
COOK COOK
remmiyand SuMpn wi rnt of 0.0 ro-w-WR
CoMrac# wm GLEWEW WAGn 010VO
Zs;4rral0 Campldc m t}ato 101IM010 94#95i �90
Td;w Oar;tract Pft# S 1.$881866,65 318.3( .130 Ix=Walcd Totnlo
utoo oplolod W&Valud 14 FITM i
ft pftp ccm;mclof ° 3,t360,# 0 - $ �7.WQ,#
unoomop4od E: OJ ar VA;Lr9 3f i' arm
Ti�Ia I Valuo of Ail Wor� S 20-000—OOJ
r ` 1, Awards VcndfFcg T;nd i puar kpfe#ad Work to lie dome 1,LAth your own {#roes.
#.i!AWOW Rie 0A00npMed dollar VSw efwwk fir c.-;O 000vad and aWat(f$ p00M9 to be completes! wNh YOW 4WO kr c. Al[}wor$s
WbCQrftGI6d RD Ohara wlfi be :Istad ors the fOVk m4 of 1�35 fofTn.
En a jolaat vvrs ur4, ls`5f only ftt pnrklon of ;ho work 0 bo dbtxa lay ya+;r
Awtj 3WO1 d
oampany. 3! vrorS 1g wr:tfacled, chow NONE
TOW
PorVund Camml CorLvrctc f'gOnq s"
14MA Flarit MN
$
-
l -MA Pavl6q
P10(m & URI r�PrA d joint�
D r ava 113mS a Sprf 9
hwaY.R,f .& WMur trcmc4mm;
.
Eioctitr�l
'
Cover and Scar Cnalf;
`
MID
W
f arikt�i7�
#,Soll`ratfC Cprtrol�3=#yid L'rf!'�ca � i.GOp.pI3 $
Y 9,,0� � � S
S
�.,�0
��rl�l�q �ula�trcc€lori
F
Mnw
o.00.o i
rs
.wnn_n,nn.n,
()isdorgum of ties is SMARED' sr t*WMpol911 ft clat Ofy ptrpcse M out Wd 1r313wOlmiis Pmamerkt cof�v " r0ueo to
comply
441 reWt �n
r �issuacnor of an "Airtlioftafon W Old.' i�ji3 forts ban 1 Qtn JOPTO edi by [h0 Sta## >*prM!5 MOTM�c=n; rster.
Printed Of4R+ OO
pop 21 0(24
(RqV. 06?010)
R�r the Letting of 0311/111
of Transp6t�ffim
13arl mt 61 c#Ws*.1wgc*p
Mo .fi-Owh Puks*r PRAW3VAuam Vp 3 s[rarc[Goa�a; Campk�Ra Shin �plm 4y n3uaCr i}p2ap o+ uSlasg olutk i�x, 'Aut�nrra r�dn 1v 139d" xuEG a ! as Rd
5vr.+ W,fiW. srartoia G Ga w316oa a13a §ides a! i4 s #orm o:o pl ssd :I� 4a'rril, i}s0 r��(¢Ifb al `arms a r,Gsr3rtl to Gst !work,
Port 1. Work W(lor Cantrw
t,Est �mswe asl wofK you pave unaw psrltralbt n o2rh(of a prrm4 mmmoor w *t subwn&6alor. 1E EC nNrOreO to :rv;zwe aFl vQnsro row WA s;pt yct avftm lccd
*Jr r-ciecWr sr) a jo;nt vef;turc, 3igt ortiy that p fto of kbe %VO* wlkCh is #ho MIVDATlWr V of ys}sar OFRPa.1iy. Th¢ onapMpiated do]laf vals:o K !o be Wed ijpQn
Eh rnQql facet t[tQln&c6s or o flam 60m ata, �tnd my t €atrWc work stobo#mracEod w Qftm kf cm work is cmmcEvd. st*w NONE
L—Untrtmly ot WWh
iwrAlma#ett CorrsnS ti Data v SUMMARY
T01W Cerwtit Pta* W AGc rliaikla# d Tatal5
0A00PI00d l7oPar Yrxtu 1� ail �7i is
ftPIWOCQntr;)*Qr ,3387,04 ,Ct7
uncomploTed l;]p€lar VOW kf Fttm [s
t}1?G7rti� is GTOT , $
Part IE. Awards Pvmttinq and i;r(mmpreted W*1* to be 443p(p with your (win for"-,.
Opt Wow thu rm omplatw dvlr,ar V,Am 9f Wot iQr Vrc1t f'MV8CE ano 4WiRrdS pel:lfing tp #e Wr.r5pfOted YOM yoW OWA [sir i�. AEI soli
SVbWnIr4fIW tc Othenr Vii* tH,- LISW on 0m mvo= of leis form. In a Mn1 vvolu M.1W only tbsl pylon eE Mu w4�rk Ep by dorms by your Acra mutated
mmpany, It no work is t+dnwmt", W." NONE Tot'aI5
Eartivwmk 2.740BI-W
F"and Comiant GDACrcic $ l,193,8 5. D
WA Pav1 � � 1,�8�,#tBErlEEEI
Aqi t" Bows & SuFfoon
HkQbvgay.R.RXK Wa;eY *kructur s y.-----------
rlrtFr�fe $ 8,57,739,r1Et
i aliicai �
Covcr'VW $n3 eta
Comrate s;�rtsl�acl�ors � � � ��4i�,56T,4B
Craardtri9 � w
ir:ril2 S
CON WI i3r'.rrdirlg 5 �.���.E60
Ravi rent ma tim (palm.) W S 10,834.56
MobrTfafflc aritrolfr—sofe Off y S 2,ZQ,F 69.5U �
$�:1€tdnQ Cor�sirsoctla� �
INWQsi�ra of thl:� inlmmi0n 1!� REO RR D to 2 swmVio he slaWlory $ntrposo m ouS�Irad 3n the ppNG1M # fmj:: mcn odc-,* �rvl!" ko'x rr y WIR rowt 3n
nondG-.uan of ar; 'AgM0iIrAt1Q21 ",0 0W.' This form has bwk 3vprovzFd by Ehq Slate F'osm: Klurta{ mor l C40or_
HnvW 081lVZOt}8 #sago ?3 of �4 BC s7 (RF'V. OJOW08)
Illinois Department .
of Transpbrtation
9, THIS AGREEMENT. T. Made and onrsc€uded tM
between I;s Sitv
ac'MiAby and throwh €t —",M9nr;€€
Lamp Connroc Contraekors, f c.
known as the party of he world part.
Contract
day of
i4ior h g.rsd Ynr
of Evan
€cflc w3 as the aarty of tile fiat Oarf . and
t thsir e c #ors, a € €sir. fog , su=Swrs or a sjgM,
2, That ;vr and In Ov eral on of the nay eats and agroomant�, meaWned In she € ropcsaI hereto aitaoh ,
to I>e rude and per —Formed by 'the party of the first part, and accov<fiflg to the terms expressed in the Band referring W t€ e
pfag fs, the Party of the secor d Dart agvODz tih SMd park of the #trot part of hisAheir own pmper ot)st and expenseto d4) Olt
e wor , futniah all M teria"s and all labor neon s ry to con�pj to the %vark :n accordance with the PEans and spe ifirafions
€sere€ flat desor bad, slid in foil coMPIiancs %Vdh all of t` e terms of th'ss agreeMenf and the MqViraMents of tho E VVGi lew timer
it
3. ,knd It is also tjgderst od and agreedthat the o#i to oa`.��otars, pYc€a€ rc�v:s€vt�s, ?ro�osas end ontm: # 30nd
her-#o Wwoed, and the Pans for ec-,Uon — PW-RS-110
1TI th Av of v , awroved by the oerattrnafit of l r rrrpc�r#atjon of the
state t I f:i�soi � ,. ....� , ae e!�sentiaj oou mie! -,; of this Cor:#.mot W d a: e a Pz; t h e,-i :Qf-
&. WMT im INHER OP, The said Part€es hVe W WMted t#to r rtits ors #ho date above M12vlwad,
he
A ON of
city lq�-magp'r
ff a Oo crat orr)
corporate Name —Zaj-4 11 M[ M-r r
std eh Y of IIao as'art
{if a o-par,`nvsl�!P�
#,'eat,
pa ;Tars doing 80siness tIndet th, IN,, ...o of
P,%riy ai t:e Sfhano Part
(ball individual)
pa,ty oft". sa=d rNat
IOT7
P tW6d on S{$ 0D3 9.210 AM
SM S 232,E {R.0kt 7JO5)
Illinois Department
of Transport on
Rime
Contract Sond
builty C<*k
.........................
tonal A enoY RV 9! suss
Bond No. 1946325
We, A. �� ate zxtra o r Inc.
......................... .
. . ..................
mart) 0ds uaiC3 CQ-fxaf1nef!WP R CofPofa#ioil orgoniz d s�ndar the lakes of tale State of
as PRINCIPAL and The Ha n over Insur a rz, a Compmy
...... ........................................... .m.
as S REly,
are hoi[i and firmly Wand unto the above J.occal Agfency (hc!f aftet refi symd to a "l-N) ire tip # nal st)M of
- �tart�3ehc��sx�,�3�sr�rd]ivr�dJ{�t3-� r`
lawful money of the
and lfoly to be paid uTgo said LA, for Uje payment of whioh ere bind oucwives, oar NNfs, F?xecti ors,
adrrtin# #ra#o� s, successors, jointly to say to the LA Ibis si fm under the conditiosts of this k)*;1rlJmefl1-
WHEREAS THE CON0ITI014 OF THE F08 EG01 NG OBLIGATIO I SUCH Les t, #hO said i" fi=iPAI #Las orMtefed ;ntO a
wfilten corttrad Mth the LA acting thrOugh Its a�vaminq outhodi y for the cmirooribn of work of the above s otion, Which
connect f a hereby referred W. and Made a. Daft fseraof, 'Os It w(St#en herein at length, and whereby the said f~ eimipW has
pryrnfwd and agmed to perform said =K'io accordance :vitil the # fats cf said centric#, and has pro ised Eo pay all sums of
moAey due W any labor, MW6da€s, 3Ppa Vu , fixtures or marhihery to suoh P toipal i'or' 1be purp;)sa of pr€o mir:g
such work and has fodder agreed to PDy 911 direct and it &ta ct deirnages tq any �er�c�s�, firm. c(sr,)pany cr Wiporaflon suffered
or stss#wined on eccaunt of the f}grf M0nc 01 such wofk during the #ij-�se thefe0q, and sett'il udl work is wmpl bcd and
ac pt0, and i'ras.further agr ad #ha# tidy fad sitakf inure to the beraafftof ally person, firm, oumpany or cofpora#ion to whom
any Morey may I>@ duo from ihtS principal, 'wbooptractor or ot.seWJse for anbor,
y stich la, Mater:afsT OpparatVs, T'turn or
aaGh#r:" so furnished end thM suit may be m.aintasr:cd vn rk;oh barn by any such pM- on, firm. Campany or wrpofaf*n for
-d)4� fewvory of any such F�Ionoy,
Now THEREFORE, if the said Principal shall well and trWY performs said crock in ==dance With the towns of said coat #,
and shall pay efl sums of mwiey due or to become d€se for any labor, matedais, apparatus, #ixtufes or mgchk rM furnished io
hirn fvr the purpose of onst=t" such work, end stjoll comrnenC4 and oomplete o* wititiij the fte pre Kribed m said
roi mcI4 aqd sboR pay and discharge all damages, direo# and indirect, that may be wgered of sus#afned ors account of such
worf during the #t€rse of the performance lherevf and Until "he said work shall have t}eaa arcepWdr end shall held the LA and
its avlordirsg �Wthwity harmess ots acccaurst of ails saJch damages acid shall in 01 tejr peota fully ar:d faithfu€Gy comp�� with Off
th Pt0v1si0rss, conditlons and regWremeftts of Bald centred, there #h}s obligation #c be Maid; oths fvglse to rem aIn in [trll tome
and Ofcct,
Pfinlod on QV209 ) 9;05;1$ AIrl
iN TESTIMONY 1+ HERSOF. the mid #'AWCTPAL ,r17d tba sa`4 UPE TY h;�ve ac5�Ld this lor, f'.10 tt w be
s€grad by their spaav� ofsaoors thN I t h day of �� �+s.�. .. �
PRNWAL
A. Lamp Concrete Cfontr oto , Inc,
.................. any # Pima}
sy;
#3y:
(Slgr-gum & 'rki a)
mtest. r�9. AttestakVra & TMO) Anbwro & Twee)
pf PRINCIP rs � jo:ri! vi rtura o; woo Or lrafo conlrarWrs, #ha oo+r+parry na�mn and ;w:itoriz0 S:gnaturo of eaiCh conttac#ar mu0 be
571 A i it OF i'l.E.tN01 6,
COUNTY OF
,I NitM Pl;bik. in 4W4 fof salts 6=nty. do hart c�}+ thiM jAf- 16: 4e 4 -
A A.0 -F M 114Wn 4
(lpsejt #urri46 of i CEvl a 1 zjRnleg pn behalf a� Pf#NWAL)
vAjo -ra eor�h per orj,'jiy [#'sV.'A to Md 10 be lho nmo 5op� %Y�o�o mmezu ire v #o. kho. fomyl�m!g 11.1fkE dMOM Oil bsi aY
of fi'RMiPAL, appel]Md before MR ttors d" �n Pofoon dE zambw.ladgt)d ros r, �'W aly, ihat they Mgmed Doti dc.lffv�r*4 sa'Q
it mrumeni &s thetf area and voluntary act for ft ftCreln sot (Rah.
fiivon undta'r,-,y band @::6 r .;era t veek 01is f lipri
�?` �9 _s�,++k...>t roux rMrs.0 4
The H�ver lnwuranc Cb"ny
0;Sme at aroty)
UPIM
ey-
`i'ATE OF ILXWh= M,-yW in (SEAS.)
COUNrYOF Kenosha
i Kimberly S. Rasch , a Notary ft%,, in and far Laid r it nty, do flt.�r eby c Nfy the#
fad ert F3 fYa95 of Erdt4i a s air. on Daher or SUR
vft a each poruonall �,nwh to me to be tho �2une poTsorns whoss r*nes are strb�-,,Abed to # 1s#rumenton halt
i?T SURE , appow-ed Wom rt:e this day in pi s=n and �&-,NwAtdgod mspoxAvely, that #ham' i {��d said
instrument a� lhoi� frog ajid vd3 ;ntary act far ! t� its �Pd ptjrpo�> 2s �i fer � V E fp h, � �l��yl
x r
iy r;issla oxpirtrs - MOM (SEAL)
Approved CH �April day of
City C01.1acil
ifa� Author3LyCity
r _ Cork
w 2 QQ1 IL X64M 4tR �i2l (R""- ms)
plintm Oft 51mc*$
tC G?tant Fj.7rar
rn"' f-Mikolt counsel
...............................
THE HANOV k INSURANCS COMPANY
MASSA HOS TTS BABY INS URANCrz COMPANY
CITIMN l SORANCE COtJ4PAN OEAMERI A
F'Ol. E S Dr- A TTO NEY
CERTIl* E0 COPY
KNOW AU MEN BY TH SB 1'RESENTV. ThM THC- HA%*VER INSURANCE QQUIFANY RW �AASSA HUSETTS £3AY R45VRAXCi; COMPANY, t1DEh balfag
ompor ll,",, o riz" and oxlix09 imdar EhD laws of i1)o Swo of New Har4p0ft ark VT1 eNs 1Af$URANCS COMPANY O!` AMERICA, a corporutlon
orgtmixccr a" Pxlt+tlag ondor tho tgAlos of the cStato of Mli igan, do hemby os%de arM oppolN
n9mau Q, Chumiutm, KEmlmiy S. R*olw anollor Todd ftimp
of kF40"O, W1 and eicb 4 a Ifue and $wf4f 10 Sign, oxml(1 , sua1, panovftage and do:ivgr fof, VTtd CO llS saefatrlf,
and Aa i4z attt told C�Ced imy pl�lcrr wllrgn Eho ur lmd! SEat , or, �f the fgifuwlflg 11110 be toed :rn, oniv Wowrl ft 41ma Ek-Omn douignatad
ally MA ,�11 bor:ds, roppgaalQ5r urA0aMrsgs. aomrucls of -'rpdomnlfy or omor wr6 np u1� 1pory Ni tlaa� naknre flmmGf. Ise follows.
Arry 8 m1h o4llp Eons fn t;ho UPIT0 States, not to exceed Forty Aft#i" 4md l 0104 $ 40,000.000) in any Ong IL i n5tanco
aald Bald Wmp111; 6 honr by Emily �Caad cgontm Eo mid vdNlTmor vv m0 Al1m my{g}min-fact may ;avrfVly du Era 11* 1]teat11seB by virlue of 111050 preni3at s,
U&" appolotfamoor, aro *i4e trader and by au$h0f1iy Cl t31e lolfowl" 8"011J600 pa med #y sltas (r Qald of pirtrewil of s;tfd comparoov. whlO f"*10mr, are stag
In clfaq;
'RV;01. . TNA Shp FfftsWA or my Vick Pat"rnr, sn onn;u iws YLb mw Aa�eSanf Vacs s2rcAkkrat, bo ae�S vaey tiro me4 (t rhp and rnO imp"crud E0
sRWA't Att&raW4rH(bt3 Of 11;L C*Mf*nY, 4n �q fsrmo Fma as Rs MFk. Srr axaG la &W , rmicrrpe Say onal oar lrz b is.f ea Siu+fty any wsd JO bonds, ret nlres,
4nmmtus er im4m. ol:y, wrdwu uT s3:orlaoa m4 4I olhcf vnipnsla; *,51' golory �n lrrc ;)Kvre ltmercof, mo perm°r to 411;oril thnra;o aho ml Of the Corr pony. Any such
w6lt4 ps sa oxaral M ty "rh Ataom":;�p4a% s11,fli bo 4)s tkcft vp m Eho Cwi prny es :f rhdy ti t e"-5 Ny oxa-lAoiE attd zb:1oow1cd0L a by 9hm fr.ga;lorh cla -dml
i s%p era vT sha Compa+ay In thpr ovm pfoper frt:rsona" (AdoaYe# Oalolxtr Y, 101 •7 ba ilZ�hpv" IInWr5ftco Ad*I&S AMI 16. �952 ���r�ahvs� is 9�y
#nscnrrrca £,vrrpar,Y A4a�tc+s SxPk mi t r', � • Cldnv+ar #natrla�r�ca Cor sDe+ of Arnpaiea)
4l4 VVaXE$$ WHEREOF, THE HANOVER INSUR+ COMPANY. MA$$A0HU8Er?38 BAY iNSUPA CE fVAPANY and t;1T1ZENS INSURANCE
COMPANY OF AMr-A !O ti have c Du; O f#aosCz pre!m4- to be P'00ed w1Eh tholE fespDeAvo orporatl� µea+,. dtaly uReslao 4y a VIm Pm�kdot ar;d an AS :s=aEcnf
Vice PmSM(mt, slag $t!1 tlay of APT& 2009,
�p
SEAL
74fic>I"t .o f
THE COMMONWEALTH Or MAS liCRVSETT8 )
)UNTY Or- WORCESTER ) Is,
t1f1; #t NOVER WWRA,NQE0 COMPAW
#CIA i$ACklj lnT f$ OAIY 1XVJRANCE i=WPAW
t}i ro 'SitRAt3Gl COMPAW OF A# ZMrA
ix10 + Mine r% Vf #r d t
RoUcr# X Cyr nnan. A0.tB rfi Ffeslcsant
On Ns i;M day pf Ap6l, Z00% bOOM r31e i dBmo 'Oio Yo f0med Vke Pr aW12r ;raid AuSlsletl# V Pmr,10M of Tim HVITOVer Ins-om rie Coaaal?,941y#
t.+lasEr ctllos�slsc lay 1nsuwaflco Crmpaq and C41mm lragta amo Comp ny Of Arrmo4cc3. to me pursool;1hy imam to be 1110 1r:# %df;vAl?w and Off -Gam dasal=bw
m1n, ared at raowE gel Ersat tho 1041c Wqroad to tba greccd O ilrsvuma:trt aro the mrporaia stfais of The 1 ] myer if4lxttrtlaacar aQmpmy i�" maaumlts Say
asasalr alaca3 er51 a#ny ar d 11iT,og9 �rsS4Y#1T'C9 Cairn er y of A uKdo, E05iyp;�IY, -A k"l Eho aka it l oupr4!o SRais anis Incir jlgaaptuia's $s orti m voem d4Ay
; f!ixo aW wbseibrW ro Said instixrmuM by lfilt; aju1i'lorlEy #rA 4#Iftocrior4 0 saki orl atlonS
�4�bIA r.rr ares�
��
Atbf6ry !'[rblrc
My Gprsmreoisgioll oxplres ore Novorobar 3, 2041
1, EE o trndof4rr84 A-Ai-Rt RAI Vino Pra ldism Qf Thp Harwver 141strromob cmfraoy. #JlassRcllusctt>t B;iy insufance C'D mpany oats C:[ltor $L inwar;ce Compaq of
Amofk a. #ioreby eortsfy VIM EhD lrbove m4 forD06" ig a foil. Vita¢ and QWW copy #f flu: Odd l PowAr of AtWAOY 3sR M by sAW ComPbra:e9, lrnrl #o p 104
lkertlxot owfy Ihm the r ald P myem of Aflarraey wo MV1 in fof00 WA 01'w-
'Ea.,:a s;arfi'4 ale alady faG :Ur1c# by faoS�M 1B uald{es Drw by ttit+�ia0W of i1m fC#IvwJng m4tofu4zon of khix Dowd of GIr Fors of The Hmover lfast milq COrr,pariy,
i ZrY UH,ui qft y fnYiKa is CQrYpmy or-ri �li+;l,� m livwr4fim umpany of America -
"s OI.Y , Thaj fmy arle0.jr Aoarrats Of A lov;ey an# Cer;lkw Casploa4d 5=b Pem-s as AilonngV v4 coffirmsloo In rdspet•# laal Mtaa, VWed un41 vxWoi ley She
s sldkrat pr #r�y VjoV PfeMdOM 8n *09$ ncuon %kiah unY Amlm4ret Vno Pm-m0a0 ul the C,omprmy, #tsdl be 1wlrpD am 11 r. C mpany m tha "nag 4;Acht ar, if cil
,ftnolufcy thrrgC n wm- maminlly DMxM, tgym tfiauga osn pr mmip of 43ny Wu h 74p tares EherccA may 1bei i mile-' (AdU%4o OtAobar 7, t'3B# - 71te 190r4vet
8naum6zc .Opmpf�ny; AoppTn4 AVOf 14, s982 tJi�as�thuscl7s l rF y1:,naranm r.pany; AMprf,d'jnj)larnfia17, =I -i Cj imlti E49�Vf�rhn OompanY*I Afa uAri)j
ISIVEN kZr}der My iMrld dao411~'d 90a15r Qf J EGW Comp;�311as, �It Wer?.rster, hial}y DdIU C 9. this 8tb,,,, , my of Avril 011
TK 11AWV99 CW'-VRA1gV' COMPANY
Mpg4M.Hoe .TT58Av3N5VRAHG�,rCOMPAW
riNY a1�R
m
8rorr
ok pit THf3 CERTWICATE ES ES UE0 AS A MATTER OF INFORMATION
Tl#y4A9{,33MA 03720) ONLY AND CONFERS NO RIGHTS UPON TME* CERTIFICATE
2458GARYAVE HOLDER, THIS CERTIFECATEw DOE NOT AMEND. EXTEND OR
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,FOB NAME.
2011 WATM MAIN & CP SIREE:T REWRFAC1 G
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ADDITIONAL iNSVRED: CITY OF EVANSTON
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ACORD CORPORA'T#ON 100
ACORD, CERTIFICATE OF LIABILITY INSURANCE aIArr Ano1?Q71
#FoaaacM THIS CERTJP:GATC IS IWAED A A MATTER OF INFORMATION
Tim Mosihfi(omo) ONLY AND CONFER$ NO AlGlITS UPON THE OFRT€FICATE
245 S GARY AVE H OLOER. THIS C ERT€ IGA TE HOC-$ NOT AMEND. EXTEND 09
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ACORD CORPORATION 1588
IMPORTANT
If tho o3r0we hv;der is an ADDIT AL INSURED, the rust be endorsed. A slaterrtor}t
on lhir, does not ron;or rights to vw csrfifis wo wdc� in iirmj of such erxdorser otgs},
If SUBROGATION 15 WMED. wbject #o the to MS and fi0ndiliOn$ oi! tFO P00Y. Cellaln POWdEs #PBY
require en era*Ko eni, A stWompM on this do" not corner rights to the cent rcata
hold+3r in fiau of such endorsemetit(s).
DISCLAIMER
The Cerfiflrate of lnsurancm3 an the ravomD s:dc t)f is form does not comtEtttto a contwt i}eSv an
the iss;Ong imStjrer( ). �Xuftrized repmsarrta#ivo or producer, aid INe 00ifloate holdor, mg doss :I
affirt'natkveiy or negalively arr ond, extend or attar the coverap afforded by the }Dudes NOW lhsreon.
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