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COHTRACT iJ|ODIFICATION JU$TIFICATION #3Diatrict 4?{Nl405I lt},16 USHS!/STHXgCorridor Wausnu,Lily L*ne to Orirle Lann CTH N & U$H S|/STHZpIntsrchangs Marathon County I | 66.06.70, OMA ?{f04,il I Janres Peterron$ons,lnc"

1.

juettfication: Change 'The FuelCostAdjuetment is added lo continued ifem due current indexea fuel payment the wntrastorior the sontract to it*ms Hxcavatisn sommonanuBonow - The Remnving Lal$eFoulders itErnis addedat the opecified excavation Fx comrnon priceforunrk a*sociated removing unit with liouldersovrI cuhic yardin sieeand removing graniterockformation the outeide s in ditchand bnckelope thesouthhpund of USH81. Genterline - The Milland PaveExisting Jointitemis addedto rrehab deteriorating the joint longitudinef on Northbound 51 frsm$tation U$H 540- 5Sg. lt waE thatthis ielt t.Vqe repair of wasnscse*ary sincethe *outhhound in$ide wheelfanewouidbe right overthejoint. consequence*if ttris GonhactModificailonie not appravcd: NIA Alternative*con*idemd to eccomptishthe change: N/A

4.

Ju*tificationaf Frlce: 'The MillandPaveExisting centerlina Jointitemagreed lumpeumpriceof $10,zi6.l? is reasonabfe bssedqll,pFyou*ly.agrced unitpriceto millanitnilexisting rumble et*p * at $4.0S/L.F.thiaBB00 woutd L,F, havecsEts $1i.400

5.

Deeign Materiat* I Input: NIA

fi.

l* therc FaderalOvemighton thin Froiect? yes al lf yeo,dose this son. Mod.changeth* *cope of the project? No bl If sa is ye*' or 6 i* ye* and thig con. illod. ie over iso,ooo, prlorapprovalwa* rcc*irredfrom Fl.fIlrAon By phon* By attachede-rneil

(Datsla-27-0.2H u t-ts I f-tuLr r \ u

Contract Modlfisation Ju*tifteation"dac 1E-13-AEe4 11 T1=945!TI= tE:

="'-4\,!V.sconsin Department Transportation of

Contract Modification313/2005 1:21PM FieldManager 3.3b

contract:20030208029, MccLEARyBRIDGE Apps, BOBIN & LN - LAKEsrNet Change $0.00 Awarded Contract Amount $8,746,645.4 5

Time Extension

Description Changes ofAdd the following agreement this contract: to The contract completion tile of April 10, 2005, is herebyextended to June 1, 2005, due to the authority the The provisions subsection105-1of t-he of Engineer of s;;biementai sp".itdionriooe roitioni" L" si"tl of wisconsin,Deparrment of rransportation, standardspecifications iolfirgh*uy ;isi;;;;; 6onstruction, eoitionoil'ggo, shailappty.

TimeExtensionsv Site Site Description Site Type

OOCOMPLETION COrurNACrffi DATEReason: The Engineer extended completion the date

Original Compl. Date/Days

Additional No. of Days

NewCompt. Date/Days6/1/2005

4t10/2005in orderto improve overail the qualityof the project.

contract: 20034708029

Cont. Mod.:tZ, nevJ

Page 1 of 2

CONTRACTMODIFICATION JUSTIFICATIONDistrict4 Project Label

1.

justification: Change Thiscontract modification extends contract the completion f romApril10,h, time 2005, June1",, to 2005'to allowthe completion 11th of Avenue aftertheexisting structure removed. is Thiswill have a majorimpacton the long-term quatity and maintenalce itfi' ;;;;;. on nr[r,uti" Concrete Pavement, TypeE-3 is n-ot availabte the existing itter structure removed before is and April10,2005'The asphalt plantwill not be opendue to-Section 405.3.1 the Stateof of wisconsin, Department Transportation, of Standard Specifications H=igt*uy"'un6" for slrJ.rrr" Construction, Edition 1996. lt states of thatAsphaltic Material shallnot be placed during the calendar periodbetween October 1Sth May 1, except and with written approval orderof the or Engineer.

2.

Gonsequences this contract Modification not approved: if is lf thisContract Modificationnotapproved, is 1) Thecontractor would complete workin theallowed frame.To do this, the time work on 1lthAvenue wouldhaveto be completed to the brideremoval. prior Thiswould decrease quality the roadway the of sincebridge removal wouldpot_entially dgnrage completed worksuchas curbandgutter andpiving^. *'*wi[-yir1 /*ft* 2) The workwouldbe completed imanne, to prev6nt in dbmaBin{tnlroaoway. This means waiting

3.

damageqenlfie contracto(rxho woutO submita claimto be compensated...su i.r.r.rl \r!L t 0\ \\{ 'W *nvg*LO- -7f\ ry* 4u srsuths{s\, nSfih$.iu tU:* AlternativesconsidePed accomplisn ifre change_: . to ,,n\*.r i I - j ,.rL..i;:yr - *q, t;

untilthe bridge removed corpotete is to t rwn;&;.."j;"iti, contract timewoutd end\befcner"thqwork "ur" coutd$ecompteteflpdagg'tiqriOut"O

Do nothing, consequences mentioned above.4.

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Justification price: of Thereare no unit pricechanges this contractModification for as it only extends contract the completion date' The changein contract language does not crrange character work the of required thisproject. on

5.

Design Materials / Input: spokewithwisDor staff(Mark steidl) about extending contract the time. Markis in agreement thatextending contract timewillincrease overall the qririty of thisproieci

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Contract Modification1.45 10t12t2010 P M 4.5a Fi el dM anager

of Department Transportaiion Wisconsin

AVE,CITY 29 USH Contract:20080610031, 51/STH CORRIDOR WAUSAU& STEWART -

Cont. Mod. Revision N11mQey, N u mb e r i,':'72 1Route ContractLocation LO CA L T US H5 1 S

Cont.Mod. Date 10t12t2010

Net Change $10,689.13

Awarded Gontract Amount s25.260.653.29

#CNSI PROJEI, \\bhls\-?s rl

Short Descriptionwallinstallation facebarrier repair and vertical NB Shoulder

Descriptionof Changesto Provision thiscontract: Special Add the following

ITE L A R 42. S P E CI A L NB S H OU L D E R EP AIR S N DVE R TIC AW A LLIN S TA LLA TION , MS P V .OI05 A . DE S CRI P TIO N . panels existing and concrete shoulder constructing of of provision of describes removal and replacement cracked Thisspecial pier#18of bridgeB-37-362 facebarrierwall a vertical B . M A T E RI A L S . Specifications. 415.2 the Standard of of to shoulder conforming the requirements Section materials concrete for Furnish in 603.2of the Standard barrierconforming tothe requirements Section forvertical facedconcrete Furnish materials Specifications. C. CO NS T RU C T ION . of panels Construction by limits designated the Engineer. within removal the shoulder of Remove and dispose the cracked Specifications. of 415.3of the Standard with shallbe in accordance the requirements Section shoulder new concrete provisions Section of 603 of the Standard with in facedconcrete barrier accordance the applicable Construct vertical plansheets. in Specifications as specified the attached and D. M E T HO D F ME AS U R EME N T . O and as Repairs Vertical Wall Installation a singlelumpsum unit,completed NB and will The department measure Shoulder accepted. E . B A S I S F P A Y M EN T . O U N IT I T E MNUM B E R D ES C R IPT ION LS L A 4 S PE C IA L 2 . N B S H OU L D E R E P A IR S N DV E R TIC AW A LLIN S TA LLA TION S P V . O 105 lf the for shoulder; preparing foundation necessary; of and for is Payment fullcompensation removing disposing the concrete dowels and for placing, the preparing, and protecting concrete, jointing joint materials, testing, curing hauling, foriurnishing, and tools,equipment incidentals pavement and thickness; for all labor, for and tie bars,and reinforcement, measuring the to necessary complete work. P H E BY T NO A DDI T I O N AT IM EIS PR O V ID E D T H ISCON TR A C MOD IFIC A TIONX C E P T A R A GR A P 2 OF S U B SECTI O N L APPLY. 108.4.2.4 SHALL

Contract:200806'1 0031

C ont.Mod.:72

Page 1 of 2

l{orth Gentral Region

CONTRACT MODIFICATION JUSTIFICATIONModifi No. Contract cation

72

20080610031USH 51/STH 29 Corridor'Wausau, Stewart Avenue, 26th Avenue - 24th Avenue; USH 51/STH 29 Corridor'Wausau,28th Avenue, Sherman Street- Stewart Avenuel USH 51/STH 29 Corridor'Wausau, STH 29 West SystemRamp WA; USH sllSTH 29 Corridor Wausair, USH 51 Northbound; USH sllSTH 29 Corridor \ilausau, STH 52 Off-Ramp from USH 51 NB; Stewart Avenue, 32nd Avenue - 26th Avenuel 1-76,NH 2008355; 1166-09-79; 1166-11-75, 2008354;1166-1 NH MarathonCounty;1166-09-77, STP2008353; 1166-11-79, 2008356; NH STP Local Street; Local Street; USH 5l; USH 51;USH 5l; Local 6999-09-73, 2008363; RMiles; Structures 8-37-350,8-37-354,8-37-362,8-37-371, C-37-26,P.-37-23,R-37-25, R-37-26, Street;2.452 37-28,R-37-42,k-37-43,S-37-61,S-37-71,Borrow, Backfill Granular,BaseAggregate, SelectCrushedMaterial, ConcretePavement,PavementMarkings, ConstructionStaking, Culvert Pipe, Storm Sewer, Concrete Curb, ConcreteCurb and Gutter, Concrete Sidewalk, Beam Guard, Asphaltic Surface,HMA Pavement,Route and Seal, Lighting, Fencing, Traffic Signals, Barrier Temporary Precast, Signs,Sign Supports, Concrete Driveway, Concrete of Material,High Tension Cable Concrete Median Nose, TemporaryCrash Cushion,Management Contaminated of and Barrier,Anti-Skid Treatment, Management Solid Waste.Zenith Tech., Inc. - Waukesha Guard,Concrete

1.

Needfor Ghanqe: and the pier head the clearance between shoulder was discovered the vertical with A problem U p of the the d o n Pi e r1 8 .Ori g i n a l e si g n l a n sshowed pierover hanging shoulder nor t hbound S the existsfor the vehicleto hit the were to driveon the shoulder, potential 51. lf a tall vehicle proposed be added project, vertical pierhead. was doneon a previous facebarrierwas to As a to prevent fromhappening. this panelsof existing pavement Additionally, several concrete shoulder cracked and needed be to The cracksoccurredafter openingthe shoulder servicewhen the projecthad replaced. to southbound 51 traffic the northbound US on lanesand shifted the eastto avoida temporary to shoring towerneeded tub girdererection 8-37-362. for on Sincethe shoulders were originally constructed specifications, the department's to it is responsibility payment repairs. for for

2.

is Consequences this ContractModification not approved: if lf this contract modification not approved, cracked is the shoulder wouldremainin placeand Absenceof the barrierwould make it the verticalbarrierwall would not be constructed. possible a tallvehicle to theedgeof theshoulder hitthe pierhead. for drift and Alternatives consideredto accomplishthe Modification: Do nothing. consequences See above J ustificationof Price: provided and usedto complete detailed records the labor,equipment materials of The contractor in detailed Section109.4.5of the with the forceaccountmethodology the work in accordance and Engineer were determined by The Specifications. costswere reviewed the Project Standard to be reasonable. ls there FederalOversiqhton this proiect? Yes. However, dollar amount thiscontract of modificationlessthan$50,000 thereis is and the no change the scope intent the project, FHWAprior in or of so approval notrequired. is

3. 4.

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CONST PROJECT "."F+UE''@@PY(tt"t"-ft-7LRevision Number Cont. Mod. Date 4t30t2010 Net Change $30,654.80

3:01PM 4/30/2010 4.5a FieldManager

AVE,CITY 29 USH Contract:20080610031, 51/STH CORRIDOR WAUSAU& STEWART Cont. Mod. Number 57 Route S T , 51 Contract Location LOCALST, USH51 Awarded Contract Amount $25,260,653.29

Short Descriptionbetweenbridges Fencing

Gontract: 2008061 0031

Cont. Mod.: 57

Page1 of 3

ral Region

J USTIFICATION MODIFICATION JTRACTt-4odification No. 57USH 51/STH 29 Corridor Wausau. Stesart Avenue.26th Avenue - 24th Avenue; USH 51/STH :ffi080610031 tSH 51/STH 29 Corridor Wausau, 19 Corridor'Wausau,28th Avenue,ShermanStreet - Ste*ert -.tvenue: STH 29 West SystemRamp WA; USH SI/STH 29 Corridor \\-ausau. t SH 51 Northbound; USH 51/STH 29 Corridor Wausau, STH 52 Off-Ramp from LSH 51 \B: Stenart -\venue' 32nd Avenue ' 26th Avenuel NH 1166-09-i9:1166-ii---r.\TI 2008354;1166-11-76, 2008355; STP2008353; \{arathonCounty; 1166-09-77, USH 51; USH 51; USH 51; Local Local Sretr Lo;a1Street; STP 6999-09-73, 2008363: 1166-tt-7g,NH2008356; R-37-26'RC-37-26,P.-37-23,R-37-25, B-3i-15:. B-,1---1r1. B-37-354. 8-37-350, Miles; Structures Street:2.452 Material, SelectCrushed Borrou'. Backfill Gnnular. BaseAggregate, S-37-61,S-37-71, 37-28,R-37-42,F.-37-43, Sraking. Culr.ert Pipe, Storm Sewer, Concrete Curb, ConcretePavement,PavementMarkings, Constmction ConcreteCurb and Gutter, ConcreteSidewalk, Beam Guard- -{sphaldc Surface.HMA Pavement,Route and Seal, I Traffic Signals, ighting,Fencing, 5;= Supports. Barrier Temporarl'Preca:LSign-.. Driveway, Concrete Concrete Material, High TensionCable ConcreteMedian Nose, TemporaryCrashCushion.\lanagementof Contaminated of and Barrier,Anti-Skid Treatment, \Ianagement Solid \\'aste.Zenith Tech., Inc. - Waukesha Guard,Concrete

1.

Needfor Ghanqe: was fencing However, bridges. chainlinkfencingbetween plansdid not include prcJect Ong'ilnal Fenceis needed in accessto the right-of-way otherlocations. tor cali-ed in the plansto restrict of to access the right-of-way USH51. to restrict the between bridges is if Consequences this GontractModification not approved: in bridges between wouldbe installed no is modification not approved, fencing tt tfriscontract pedestrian areas. accessible consideredto accomplishthe Modification: Alternatives above. Seeconsequences Do nothing. Justificationof Price: gateswere negotiated and and the 25 footwidevehicle for The unitprices the chainlinkfencing priceon a previous The gate priceis the same as the agreeduponwith the primecontractor. contractin the 51/29 corridor.The chain link fencing price was justifiedby the fencing to and laborcostsanticipated complete of an by subcontractor providing estimate the materials length estimated the by the work.A linealfoot unitpricewas calculated dividing totalcostby the in more terminals it than the average Since this fencingwill incorporate of fencingrequired. bid cost is higherthan the priceslistedin available tabs. The the unit of installation fencing, that projectEngineer determined the priceis and by the reviewed costsprovided the contractor giventhe scopeof work. reasonable ls there FederalOversiqhton this proiect? and thereis is modification lessthan $50,000 Yes1loweverJhe dollaramountof this contract is project, FHWApriorapproval not required. so of in no change the scopeor intent the

2.

3.

4.

5.

(Note: Look on proposal cover page to determine if Federal Oversight.)Justification.doc Modification Contract

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9:08 1/2812011 Al/ 4.5a Fi el dManager

of WsconsinDepartment Transportation

AVE, CITY 29 USH CONtTACt: 2008061OO3I, 51/STH CORRIDOR WAUSAU& STEWART Cont. Mod. Num ber 42 Route S T , 51 Contract Location LOCALST, USH51 Revision N u mb e r Cont. Mod. Date 1t28t2011 Net Change $4,611.74 Awarded Contract Amount.bz3.zou.o3J.zv

Short Descriptionand Sign BridgeRetrofit Hardware Sign Mounting

CONSIPROJECT FILECOPY

Contract:200806'1 1 003

Cont. Mod.: 42

Page 1 of 3

North Gentral Region

CONTRAGT MODIFICATION J USTIFICATIONContract Modification No. 4220080610031USH 51/STH 29 Corridor Wausau, Stewart Avenueo 26th Avenue - 24th Avenue; USH 51/STH 29 Corridor Wausau,28th Avenue,Sherman Street - Stewart Avenuel USH sllSTH 29 Corridor'Wausau, STH 29 West SystemRamp WA; USH 5llSTH 29 Corridor'Wausau,USH 51 Northbound;USH 51/STH29 Corridor Wausau, STH 52 Off-Ramp from USH 51 NB; Stewart Avenue, 32nd Avenue - 26th Avenue; MarathonCounty; 1166-09-77, STP2008353; 1166-09-79; 1166-11-75, 2008354;1166-11-76, 2008355; NH NH 1166- 11- 7 N,H 2 0 0 8 3 5 66 9 9 9 -0 9 -7 3 , P2 008363; 9 ; ST LocalS treet;Local S treet;U S H S H 51;U S H 51;Local 51;U street;2.452Miles; Strucrures B-37-350B-37-354,B-37-362,B-37-371, C-37 -26, P.-37 R-37 R-23, -25,R-37-26, , 37-28,F.-37-42,R-37-43, S-37-61,S-37-71,Borrow, Backfill Granular, BaseAggregate, SelectCrushed Material, ConcretePavement,PavementMarkings, ConstructionStaking, Culvert Pipe, Storm Sewer, Concrete Curb, ConcreteCurb and Gutter,Concrete Sidewalk,Beam Guard,Asphaltic Surface, HMA Pavement, Route and Seal, Concrete Driveway, Conoete Barrier TemporaryPrecast, Signs,Sign Supports, Traffic Signals, Lighting, Fencing, ConcreteMedian Nose, TemporaryCrash Cushion,Management Contaminated of Material, High TensionCable Guard,Concrete Barrier,Anti-Skid Treatment, Management SolidWaste.Zenith Tech.,Inc. - Waukesha and of

1.

N e e df o r C h a n q e : Plansfor this contract included installing Type I sign on an existing a sign bridgebut did not include for any provision paying contractor the mounting the for hardware. Normally mounting the hardware included is under signbridge the iiem,but in thiscasethe signbridge was builtunder a previous contract. Additionally, City of Wausaurequested changeto the sign that was to be mounted the a to existing signbridge S-37-60. a result thischange, signincreased sizeandan analysis As of the in was undertaken determine the sign bridgecouldaccommodate largersign.The analysis to if the concluded theexisting bridge that sign wouldrequire someadditional reinforcement. Consequences this ContractModificationis not approved: if lf thiscontract modificationnotapproved, signwouldnotbe ableto be installed the sign is the on bridge. Alternatives consideredto accomplishthe Modification: Do nothing. consequences See above. Justificationof Price: The unitprices were negotiated agreeduponwiththe contractor. the mounting and For hardware, provided quotefromtheirsupplier the hardware estimated amount the contractor a for and the of labor thatwouldbe required the installation. for ls there FederalOversiqhton this proiect? Yes. However, dollar the amount thiscontract of modification lessthan$50,000 is and thereis no change the scope intent the project, FHWAprior in or of so approval notrequired. is

2.

3. 4.

5.

(Note: Look on proposal cover page to determine if Federal Oversight.) Prior approvalwas receivedfrom FHWAon By phone By attachede-mail N/A (Date)

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