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Home My WebLink AboutAECOM/AMEND 2 14-12 A_��1II AECOM 920.235.�2]0 lel �~��V�� 558 North Main Slreel 92Q235A321 fax Oshkosh,Wl Sa901 �_ - REC6l�ED - " '=_. APR 292015 DE?T UCjSH�V ISGONSIK',JS March 78, 2015 pgE�K Mr. Pete Gulbronson, Civil Engineer Supervisor City of Oshkosh 215 Church Avenue P.O. Box 1130 Oshkosh, Wisconsin 54903-1130 Subject: Amendment Request Number 2 tor Project Design, Specification Changes, anO Additional Hydrologic Groundwater PermiHing, Relatetl To City Contrect 14-72, Snell West Sanitary Pump SWtion, AECOM Project No. 60316513, City Resolution Number 74-67 Dear Mr. Gulbronson, AECOM Technical Services, Ina (AECOM)is requesting an amendment to[he agreement dated February, 12, 2014, OPP-229722, and Amentlment No 1 dated July 25, 2014, for Design Services related to this project This amendment request is for design and specification changes relatetl to the addition of project work at the proposed West Snell Road Lift Station. The additions include: • Abandonment of the Existing Snell Road LiR Station (prison); • Addition of the Sanitary In[erceptor Sewer, • Permit Motlifcations and Atlditional Hydrologic Subsurface Imestiqatiorc, • Addition of Storm Sewer; • Adtlressing Bidding Document Review Comments. City Staff has requested that the abandonment of the Existing Snell Road Lift Station be added as an altemale to the bidding documents. This work was added to accommodate abandonment of the below ground lift station as it will no longer be requiretl once the sewer by pass and new intercepror sewer are active. This alternate will allow cost effective abandonment of the lift sta[ion as a single contrector will be responsible for the bypass work, list station abandonment and schedule. In addition, no additional bidding documents will be requiretl. The proposed West Snell Road Lift Station and Sani[ary In[erceptor Sewer projects have been combined in an effort to reduce bidding document preparetioq permitting efforts, contractor scheduling conFlicts, and project management efforts. The interceptor sewer will be designed by Ciry staff Results of the Hydrologic Study completed for the proposed West Snell Road lift Station indicate that dewatering in excess of 6 million gallons per tlay will be occurring during the construction. In additioq substantial tlewatering is anticipated during the installation of the Interceptor Sewer. Because we anticipate that the interceptor sewer construction dewaterinq will be in ezcess of the 70 gallons per minute, the Wisconsin Department of Natural Resources(WDNR)will require a High fi0318513 Am¢nOm¢nt2 031820154Ctz AECOM 2 Capaciry Dewatering Permit. As a cost effective approach we plan to amend the existing permit related to the proposed West Snell Road Lift Station. To complete the amendment additional subsurtace and gmundwater information will be required. We propose to install four, new 6-inch diameter groundwater wells on the south side of Snell Road belween Omni Drive and Vinland Street. In addition, we budgeted to add a fifth well in case the su6surface conditions do not allow the anticipated dewatering influence zone. These welis will provide the grountlwater dala requiretl for the permit amendment In addi[ion we anticipate these wells will also be used by the Contractor for dewatering during construction. 8y amentling the permit we anticipate reduction in permiriing costs, consistency in dewatering efforts, providing the contractors with a uniform dewatering approach !or bidtling purposes antl providing a reduction in the construction schedule. The current High Capaciry Dewatering Permit requires a temporary 18-inch diameter water discharge pipe be installed to the s[ream located several hundred feet west of the site. The approximate cost of this temporary pipe is belween$25,000, antl $45,000. During tliscussions of improving area dreinage the installation of permeant storm sewer to use as the tlewatering pipe was selected. This stortn sewer will allow long term surtace tlreinaqe improvements to the area and will shift the temporery dewatering pipe cost to a permeant infrestmcture improvement cost The storm sewer will be tlesignetl by others. During the bidding document preparetion, several discussions were had regarding potential scheduling challenges for this project. Specifically, closure of Snell Road, bypass of Existing Snell Road Lift station, installation of[he interceptor sewer, and mWtiple dewatering site specific efforts were discussed. In summary, managing these issues can be reduced by wmbining all the phases of work into one prqect and having one contractor responsible for managing the project schedule. In addition, by having one general contractor selected for the project it will reduce the management effort vs. managing several contractors. Finally because of the complexiry of the dewatering effort requiretl for this project, combing the project with an estimated $6 million dollar project value, we anticipate attracling experienced conVactors during the bidding phase that are qualified to mee[the challenges this project represents. Project cost savings will be realizetl by combining these four projects. By modifying the existing bidding documents the bitltling document preparation will be retlucetl from potentially four to one document. In adtlition the dewater permits that have been obtained for bidding purposes provides the following benefits: • Allows bidders to prepare bids that are similar in nature and based on known permit requirements and conditions. • Allows the projec[cons[ruc[ion schedule to be advanced approxima[e 6-8 weeks. This is the length of time required to obtain these permits. Prqect work can proceed as soon as the project is awarded and will allow maximizing the construction season in 2016. • The installa[ion of the eMrac[ion wells installed during[he prepara[ion of[he permits allows avoidance of contreclor markups for the installa[ion of the wells. In addition, these wells were usetl for permitting and also will be used by the contrector for dewatering. Ux or tlistlosure o(aa�a mn�aineJ on this sneet Is suojecl to IM1e reslnc[ion on Ne firs�page oi Nls tlocument. C�.WSers\TimmpWppOaG\LOtaIVAicrosoX\Wintlwvs\TempoarylntemetFJes\GOn�enlDWlooktl%M]XU4M1fiO3t6513 MrenCment Y OJ182015JOu AECOM 3 This amendment was prepared based on the following assumptions: . The proposed West Snell Lift Station (Work Unit A)will be combined with the Interceptor Improvement Project(WOrk Unit B)and will be designed by City Staff. The City will provide Special Provisions to be incorporated with project bidding documents . The dewatering wnnivance pipe as approved in the High Capacity Dewatering Permit will be replaced with a permanent storm sewer being designed by others. These plans will also be includetl in the bidding documents for this project as Work Unit C. The City will provide Special Provisions to be incorporated with project bidding documents • AECOM will provide a Professional Engineer stamp for only the specifications and plans prepared for Work Unit A. . The High Capacity Dewatering and WPDES Discharge permits will be amended to include Work Units B and C. Additional groundwater well installation and testing will be required to amend the permits. This addition is approximately$32,000 in subcontractor fees for installation of eztraction wells • The City will provide abandonment drawings for Existing Snell Road Lik Station [o be included as a bid item altemate in the bidding documents. • The City will provide by sanitary sewer bypass drawings for the Ezisting Snell Road Lik Station. • The City will ob[ain access to the two private wells west of the site for well inspection antl water quality testing. This addition indudes is approximately$3,100 for subcontractor costs related to private well inspection and laboratory analysis. . The City will provitle temporary water suppry to the two private wells west of the site, if necessary • The Project will be bid using Quest online bid item cost proposal. Bidding documents will be reviewed by City staff for compliance with �uest bidding requirements. City staff will prepare the CVS fle bidding format document required by�uest. • Project biddinq schedule is anticipated to be November, 2015 with project award in December 2015, and wnstruction in 2016. Revised Budget—Design Changes and Specification Modifications The additional design and Specifcation modifications services included Desion Chanaes • Installation of MH S-16 antl associated piping pass sanitary sewer for the existing Snell Road Lift Station. • Altemate for abantlonment of the ezisting Snell Road Lift Station. • Incorporating the proposed sanitary interceptor sewer as Work Unit B into project bidding documents. . Incorporeting the proposed storm sewer as Work Unit C into the project bidding documents. Use or oiuAOSUre of aata contalnea on Mls sneet Is suqect to ine reshi�.tion on ine first pa8e a inis aowmenl. G\USeS\Tmmpl4pp�a�aLLOCaIVAlcrasoR\WinOOws\iempo�'dryln�emetFiles\COntenLOWlookN%M3%WAT6031fi51] Amentlmen� ] 03fB20t5.tlocx AECOM 4 . Provide new Generator specification vs. reuse of Murdoc Avenue Lift Station Generator. • Realignment of the inFluent piping at the lift station [o accommodate the interceptor sewer project. • Additional Civil Design Services related to greding the ditch antl installing a new culvert for site access including redesign efforts to accommotlate the proposed storm sewer wmeyance system. Including desiqn changes as a result of Work Unit C. Soecifcation Modifications • Inclusion of Work Units B and C in the project biddinq documents. . Preparation of Dewatenng Specifwtion, including Work Unit B. • Moditying Specifcation to match online bidding requirements. . Review of multiple emails with questions and specifcatlon changes received after the fnal specifcation and plan review meeting was completed on November 11, 2014. • Change in specifcation based on comments received from CH2MHill. Revised Budgel—Design Changes and Speci£cation Modifications We are requesting that the budget be increased by$22,145 which equals an additional 56 hours of time already incurred and an estimate 8Z25 hours of effort including reproduction expenses to complete the documents. This increase in butlget will cover the additional design services and specification modifcations required to complete the additional scope included for combining Work Units A, B, and C. Hytl�ologic Study Additions and Permit Amendments The Hydrologic Stutly proposed in Amendment 1 was wmpleted. A de[ailed understanding of soil, bed rock, and groundwater conditions has been completed for the design of the proposed lift station and required constmction dewatering activities. We propose to amend the High Capacity Dewatering and WPDES Discharge permits to indude the anticipated dewatering required for the constmction of the Interceptor Sewer. Additional subsurface information will be required for preparation of the amentlments. We propose to install four ro five, new 6-inch diame[er groundwa[er wells on the south side of Snell Road between Omni Drive antl Vinlantl Street These wells will provide the soil and groundwater data required for the permit amendments and can be used for dewatering during constmction. As a wndition of the High Capaciry Dewatering Permit a WPDES discharge permit was required. This permit was not budgeted for in Amendment 1, but was prepared, submitted, and approved by the WDNR. In addition, a dewatering specification was prepared basetl on the permit conditions for bidding documenta We propose to amend the permits and modify the dewatering specifration for inclusion of Work Units B. Results of a review the area residential wells indicates lwo private wells to the west of the site maybe impacted but site dewatering activities. AECOM prepared a draft letter to notify the owners and request permission to complete well inspections and groundwater analytical testing. The well inspections will be performed by a subcontracted WDNR Licensed Well Driller. Use or dlulosure of tla�a mn�ained on inis sM1eet Is subl��e resNClion on iM1e first page a Nis tlowment. Q\Uxrs\Tlmm0a0PDalaLLOCaI�Microsofl\W ntlaws\Temporary In@met Flles\COntent OutlookV XM3XUdM1Tfi0318513 AmenEmenl z osiexais.aau AECOM 5 Revised Budget-Hydrologic Study We are requesting that the budget be increased by $36,995 which equals an adtlitional 59 hours of time already incurred and approximate 200 hours of effort including reproduction expenses to prepare and submit the amendments requests to dewatering permits. An addition subwntract drilling cosl of$43,81125 for fhe installation of four to fve, 6-inch wells, and$3,100 is requested for the residen[ial well inspec[ion and laboratory analysis. This increase in budget will cover the additional services required. Bidding Phase Services Bitlding services were includetl in our onginal proposal. 7his project bitldinq schedule has significantly changes and has been potential delayed until November or December 2105 to allow for budqeting. In addition, the budget was based on a significantly different scope of work as is currently planned. Therefore, we rewmmend removal of the bidding assistance budget of$8,364 from this wntrect We rewmmend that the bidding assistance be combined with a separate contract for construction management once project funding is completed and the schedule is verifetl. The services provided will be pertormed in accordance with the 2015 Negotiatetl Fee Schetlule antl conditions of the General Conditions of Service-Ciry of Oshkosh, April 2009, which are expressly incorporated into, and are an integral part of, our agreement for professional services. AECOM can begin providing these services immediately upon receipt of the signetl Amentlment Authorization Form (attached). If you have any questions or need to clarify a point, please call any of the undersigned at 920-236-6718. Sincerely yours, �� pr � ;� � E. Cliffo�d,��"- �� aul F. Timm Vice President/District Manager Account Manager AttaChments: Amendment to Agreement Form Amendment Authorization Form Subsurface Cross Section 3/3/74 Use or elaclosure olOala mnNineU on iM1is sM1ret Is suol�b��e resNdlon on Vie firsl page ol Mis Eocument. G:\UUrs\TlmmpWpp0alalLO�aIVAic�osafllWinGOV51TEmpOrarylnleme�Files\COn�enLOUYaokVXM3Xl14M1M0316513 Am2nOm¢nt 3 03182015don A=COM AECOM 558 Notlh Main Str¢e�,Os�kosh.Wl 54901 T920236.6]i8 F920235.0321 Amendment to Agreement Form Authorization Amentlment No. 2 Design Services Related To CiTy Contract 14-12 Snell West SaniGry Pump SGtion AECOM ProJect No.60376573 Cily of Oshkosh Resolution No. 14-61 RETURN TO: AECOM Date: March 17, 2015 558 North Main Street Oshkosh,WI 54901 Attention: Paul Timm SUMMARY: Original Contract Amount: 5137,834.00 ToWI Previous Amendments: E 92,582.00 AmountthisAmendment: S 97,687.25 Revised Contract Amount E328,703.25 Amendment# DESCRIPTION AMOUNT 2 Atltlitional Design Changes antl Specification Modifcations: Additional 143.25 hours of $ZZ �45 effort inclutling reproduction expenses Hydrologic Study: Additional 259 hours of $36,995 effort including reprotluction expenses Subcontrect Residential Well Inspections and Laboratory Testing $3,100 Subcontract Four 6ctraction Wells $q3,81125 Bidding Assistance Deducted from original contract < 8 36a> TOTAL E97,687.25 C1USers\TmmpWpPOaG\lowlUllcrosott\WnGOws\Temporary In�ernel Flles\COntm1.0u0aokVXM3X04M�fi0316513 rMenEmen� 2 03t820t5dms �/�M AECOM 920235.02]0 tel �� 558 North Main Street 920235.0321 fax Oshkas�,Wl 54901 Authorization March 18, 2015 I hereby certify that the necessary provisions have been matle to pay the liabiliry which will accrue under this contract. I hereby authorize AECOM to proceed with the swpe of work outlined in Amendment 2, to amend AECOM's proposal OPP-229722, dated Febmary 12, 2014 and Amendment No 1 dated July 25, 2014 for Design Services related to the proposed West Snell Roatl Lift Station with a revised budget authorization of$326,10325 under the general terms and conditions specifietl in the proposal. /7[s— ��i7�K/ SigrVature Date Mark A Rohloff Print Name City Manager Ti�le/Organization :� �--��'1 ��r�_ Signature oat� Pamela R. Ubrig; Prinl Name City Clerk Title/Organizalion n�Jl Ql� �h��l� Signature Date ��°�'/<°��5,y'�J,� Print Name I� .�City Attomey m Title/Organizalion ��`��Y� oa�� I� Trena Larson Pnnt Name Director of Finance TiNe/Organization C1UUn\TlmmpW00��1LO�a1RlicrosoMWintlowrs\Temporary Intemel Files\COnten�AU�looktl%M3XU<M18W�8513 Amentlmen� 2 031820t54ocv N V �I J J A V J J V � c c � d m 0 /--/r :�o/iN. f: " , i16Dae _, aen .. ...t -tc.a[. ) � P f " � �` �T �\ 1 tC P4 y { . �3 . 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Cr�.XL} 5... . . a 6 e � x � o Y � SUMMppV OF CITY FINAL COMMENT FIlES Os�kosh Snell Roatl Vump Station 3/i/]O15 by GPG,revised 03/03/IS by GNG Sheb. Public Works& Pf Commentr cna�¢e OrEer Whahas file No. Filn�Namp To°IC Effort ta SeeNOtes GHGCOmments hrs AdEreu . . ,,. '"'"�SnelllntercepmrPlans �wgs&speaoiCitysewercontract NTI 0 � Asbulltslisted.... T�aqcommentabautattachingtlocuments aboutsubsurfacemndkions PTA NTI 3 FountainTavemWell PetewanbmeetingwithFOUntainTavern p7q ryT� � 4 GroundwaterDewateringOVerlays �aWtromGireudshowinggrountlwater � ovelays 7TA NTI 5 MessagefromWWrPp1 Brande-mailtaPTaboutadtlinglocatesan � provah pmperty to specs PTA NTI 6 Oldspecrepuest Mohre-mailtoVTaboutadtlinglanguageto � SCS 7�A NTI Paul,this is gand idea. PleosP add ro SC's. 0 � Oshkosh Snell West Lik Statian e-mail string(mm Pete&Killilea on OlymplanGI50LG] genera[orsizing +nA 8 GNG&Wp 8 Snell West Bid Speu(e) Hollantl Ol/20/IS additional I&C changes STA 17 DH SneII West Bid Spea(8) Holland 01/20/15 addlHOnal I&[camments NTI Samecommentsasfileabwe p .SnellWestBlASpecs Holland0l/70/SSaddltionall&CComments � � - NTI Samemmmentsasflleabove � 11 SnellWestSpttqeview KIIlilea0l/19/SSComments n� MosHyl&CandElec 14 GRG2,�H Generator-Snell Greeneway0l/i]/ISe-mailtoPGOn 8• WP4 generetorsixing NTI CoveredunderN]above 0 13 NewName&Mforcontrac[s Controctnamechan eb Tra 8 9 �'/ P1A On holtl wtil resolveo � Paul&OPWCOmmentTransmiKal PTemalltoGPGtransmittingalltheCiry "` - -�' comments NTI Coveredinalltheatherflles Q 15 ProposedinserttorSnellWestsec[ion �HlMHi110]/0]/IScommentsonchanging 1fi900 and coardinating programming STA MosHy I&C,one HVAC comment 4 DH Are there supposeC[o be 2 Eld items . . _ . •M300007 e-mailfromPTtoTracyonbidform NTI As-Buiits are Ilsted in atta<hetl � ll Tracy asks why the change order form is not paragraph.... Inqppentliz �A Onholtl ShoulCitbeinAppendix? � � Bidding Snell Pump StaHOn and Preliminary tlwgs o/City interrepto�projeR ��hntercepmr toPr NTI NotlticaHOn:Paul F.Timm has sent yau � tlles SmalltalkbetweenPTandTrory NTI Noti/ICaHOn:PaW F.Timm has sent you � . files SmalltalkbetweenPTandTrary NTI 0 H SnellWest8id5pecs(9) Pehwantssomethingwritteninrospecsthat Timsuggested �A � Havenoideawhatthlsisabo�t ] GRG `SneII West BId 5pecs e+nails between VT&PG on schetlule NTI 0 �Snell West pump staHOn questions Scheduling e-mails between PT&LM on � - �' schedulingcon(call NT� 0 24 WestSnellPOadSankaryPUmpShtlon �°mment(romSBtoPTabautrevlsiansto ... OIS10regardingelettriwllowtes PTA NTI O 25 Remove Paragraph 16.01 Trary mmment on I6,01 of IB's 26 Sealon0261U- PTA 0 Canbattl5-13 questlonfromJamestoPT NA � SneII West Bid Spea � Halland0l/i0/15additlonall&CCOmments NTI Samerommentsasflek8 Snell West Pump StaHOn and Starm � . . ..Seweradditionldea PTemailtoPGaboutstormsewerdesign NTI 0 29 Specissue�l) Tncycommentspecreferencein16130 yTq . Elec[ricaltoaddress 0.25 AK 30 Spec issue�7) Traq comment:spec reference In 16731 5{� Electricaltoaddress 0 31 Spec Issue(3) Trory comment:spec re/erence in 16060 yT� Elearicaltoaddress Q 32 Speclssue�<J Tratycommenkspecreferencein1603U yTp ElectricaltoadEress 0 33 Spec Issue(5) Traq commenC spec referena in 15915 57A HVAC to address � 34 Spec issue(6) Traay commenF.spec reference In 15198 gq HVAC ro address p 35 Spec issue(]) Trary comment:spec reierence In 35198 yTp 36 Specissue TracycommlOt1691fi,spPCnoteditetl HVA[taatldress Q 37 Specissues Tratymmmentonbitlform&16900 STA I&Ctoatldress � '�iH�Specpuestions �A nA I&Ctoaddress � Tracyspellingquestianon01210 NTI Spellingcorrettasis Greeneway tlme ta read,reWew,& organixe comments,and put this Ilst cogecher Por all the atltlitional Public Works antl PT comments � Natei 4 GpG NTI=Nothing to Inwrparete by She6oygan PTA=Paul Tlmm ta address STA=Sheboygan to atldress �.�„:�;',-'Green means nothing to adtlress or camment has been atldressetl(i.e.green is goadl) SNff Shehoypan has to atltlress GRG= GaryGreeneway�PM&process) OH= DarrellHause�l&C) � AK= Amy Klstner�admin) WP= WaynePOtlalak�elec[tlfal� KB= Ken Brendel(graphics) Trecv Red Line Comments Flle No. Flle Name Too 0 See Notes GRG Com � Hours Persan 000000Cover [ontratt No.and name change pTp P�oject name Trary changed to tloes not On Nold rtiahhnamesheusasino[hersecuons ��2 AK OOOOOTOC Changesmadebuttheydon'tshawupin p7q On Hold Chanµes matle but tlon't show up In nar.k 0.3 AK trackchanges OOOOiProjectDirec[ary Minorchanges �hanKes. Sen�im!rackmangestilP. 00100��ial Noti<e �A 0.2 AK Bi0 format changetl(rom paper ta elettroinic PTA On Nold All the dates neetl tc be changed 0.2 AK W200 instruc[ions to Bidders Bldlormat changed from paperto electroiMc �A On Holtl QII the�ates neetl m ba chanReC p,2 AK �isagree wrt�Irary's aele[ion n! 00410BitlFOrm MiscChanges acknowledgementotatltlendums. Disagree PTA on Holtl with Tracy i change o!makinR major �'= AK equipment schetlule an attachment ro bitl OOq308id Bontl Connatt No.and name change �orm smce i!is incivaen in[he bitl�orm STA 0.2 AK 00460ListofApproved.... Changesmadebuttheytlon'tshowu In 0 PTA On Holtl Changes made�ut tlon'[show up in vack 0.7 AK troekchanges c�anqes. Sentluzhackchangestile. OOSIONOticeofAward Cantrac[num6erchange STA 01 AK OOSIO Stantlard Form a/Agreement Contract No.and name change pTq On Holo All the dates nertl ro br changed 0.2 AK 00550 Notice to Proceetl Changes made but they don't show u in p PTA On Hold Changes matle bue don't sM1Ow uu In trark trackchanges 0.2 AK 0O610PeAortnanceBOnd ContreRNo.andnamechange changeti, sendus�rackohan@es !ile. OU635 Payment Bond Contract Na.and name change �A 4.2 AK STA 0.] AK OOBOOSCsCiryo/OShkosh CiryAttomeychanges HavingtwoseparateSCseRionsisno[Me STA properwaYtodoit. Thesechangesshould 0.2 AK 00810SCSNevised Mortlyiormatchanges belncludedln00830 STA 011105ummaryof Work nll:hP dates neetl eo be mange�_ Some u� �� K 7TA On Holtl the mntact numbers frary manqec are inmrrec� 0.2 AK OS795SCheduleofValues Onlychangeisfoocec5eenotebelow 01315Pro�ectMeetings Onlychangeisfooter. 5eenote6elow �A 0.2 AK 01321 Conshuttlon Photographs Only change Is/aoter. See note below STA �.Z AK 01325 Construttlon 7rogress... Ontychange ls footec See note below �A ��Z /K 013<OSu6mittals Onlychangeisfooter. 5eenotebelaw �� 0.2 AK 01455Testing.... Onlychangeisfootec Seeno[ebelow �a ��Z AK 01456TesHngTanks.... Onlychangeisfoohr. 5eenatebelow �A 0.1 AK 01957TestingPlpingSystems Onlychangeis(ooter. 5eenotebelaw SFA 02 A� 01500TemporaryCanstmttion.... Onlychangelsfao[er. 5eenotebelaw �A 0.1 AK 01600 Materlal and Equlpment Only change is Poocer. See note below �q �� AK o1740Cleaning Only�hangeisPoohr. Seenotebelow �A 0.7 AK 0178508MOab Onlychangels(ootec Seenotebelow �A 02 AK �S78BProfectRe[ordDocumen[5 Footerandminorchanges �^ 0.2 pl( 018145ystemsDemonshation Foaterandminorchanges �A 0.] AK OIBIfi ElectHCalSystems Oemo Onlychange is Poa[er. See note below �A 0.2 qK O]335SnutturalExcavation.... Footerantlminorchanges STA 01 AK 025305aNtarySewageFacllitles Faoterantlminorchanges �A 01 AK O7filOCulverts Foa[erandminorchanges �� 0.2 AK �!01450[onstructlonDamage.... NewPTSpec �� 0.2 AK STA Greenewaymadeeditsasapproptlate 0.2 pK FooteiChange Tratychangedfooteronallspecs DernotlikethewayTracvchangetlme fmter. Makes[bespecsectiunnumberand ReadandrevlewalltheaAdMOnalTracycommentsand utthlsllsttogMhecGqG UagedlHicWtmseeand?oomucncWttei s7A Atlditianal Effart 4 GRG Assign&discuss with deslB�en the changes in this list. Address future wmmeMS that are stlll to rome SiA STA 4 GNG Thisestimatelorertrawork 8 GRG Graphlcstimetomakechanges,replotalldrawings,puttogethernewbidset �A 4 GRG Admin[Imenotaccountedforaboverorevisespecs �� 1] KB STA Eatlmate W Cymplete < AK 87.75 hours T1ma alreatly InsurreE�ask 4.9 Dea�yn Change pMer AccouMetl�q ayav� Greeneway, Gary R Heuse, Darrell R 3.5 Gqe Greenawey,Gary R 1 DH Heu9e,�errell R 6 GRG Greeneway,Gary R 1 oH Heusa, Dartall R 6.5 GXG ? DH Time alraedy Incurted 7ask 4.9 Deslgn Change Order Not accounted for ebave �� houn 30].25 hours Greenewsy, Gery R HaU9e, Dallell R 12 GpG Potlolek,Wanyne 9 pH Timm,Paul F. 7 y,�p �o�el 8 ?T Tofnl Sheboypan Changa Ortler Tlma Estlmatetl W Ottur 36 hours Biflakdawn of Abo T tel chebo� n Time A oln w Gary Greeneway(pM 8 Proceas) GRG 3x Derrell Heuae(18C) DH Za 56,080.00 Weyne Podolak(EladACel) �yp g 53,360.00 AmyKlstner(Atlmin) AK 11.x5 $��240.00 $73125 Ken Brendel(Graphics) K8 Ix $1.140.00 Totel e].35 574,6E0.15 Time elreatly Inwred qprne 2a 53,600.00 Plus Time incurre0 not abova � 55.883 00 ToGI RetlpiBn AmouM naeded 743.25 EY2,145 In addlHOn,Oshkosh penonnel have charged the follawing to Task 4.9 Design Change Order thmugh 02/D/IS Giraud,Joel R WPOES 3.a y740 Timm,Paul F Gireud,JoN R WPDES 2.0 §155 Timm, Paul F �✓P�ES 4.0 Timm,Paul F WPOES l.0 Gireutl,Joel R GrourMwetar Model 6.0 Groundweter Model 1.0 Timm, Paul F Grountlwater Model io.o Giraud,Jael R Ciosb Seclion 10.0 Timm,Peul F Res. Letler, Inco .Senita and Storm 10.0 Timm, PaW F Cmss Section 1i.o Total ms[incurred as o(3/d/15 59A haurs Timm 41.0 $6,355.00 Giroud 18.0 i 520.00 Antitlpated Hytlm stuAy $8,6]5.00 TnM Houn WPDESPerml4AdtllHOnalOesign 59 $8,8]5 PermitAmendments 100 $14,375 PaW25hrsloel75hrs NewWells/aquifertesting S00 $13,745 PaulBhn,lcelfi]hrs,5hannon25hne�pense$IOOU Subconbacc�rilling/well Inspectlan 35 100 Design subtMal 572,495 527,145 Hydro Permlt5u6total 5]2,095 LessBiEtlingASSistance - 8364 Tat�l AmendmeM No 1 $85,8]6