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HomeMy WebLinkAboutWilliams Creek Management/Eng/CO #2/116,632.90/Illinois Street MitigationCITY:OF CARMEL To. CONTRACT;CHANGE ORDER NO:002 Aartia Losley 'DATE- 2/15/1017 Vide President Operations PROJECT,NAME., ]IIInoisStfeetMitigation Williams Creek-Managerneht CITY REQ. NO.: 1040 4620 SACbuniy Road Wd E CITY . PO NO'*: Plainfield' iN 41 1.6.8 CITY P.O. DATE L'You aff,&bpted to niake-the,foll.6WIng chang . es In thisQbhfract.-, This change order-indreases the contr.act'sur -from $637,1j6 -404o $753.529.40 due to the overrun of Item: -05 and Itemil SCHEDULED QUANTITY UNIT PIRICE-ADJ I US TMEN . — 05 Excaypti ohi Common 11279-CY-5. 50.60` (tY $64,,7-17.41D 15 TO ps6il (+),1126 Cys $45:54° (+)$Sl 9,1530 11,711olcill ow'i e ce e ng. -refer m' d Documents furth r,described:the changes outlined in Paragraphl,and areto beconsidered ,a, partbf-this-C - hange.Order No:.602 Altatfiment A: Change Order Wrlt:6 Up Attachnilprip,11, Plan .Sheet' 6,4 :Attachment C. Prqjeqt Photos: Aftach,ment R., Daily ..Quantity WOrkup. Attachment E. City of Carmel N ti tion;and Corresporjdence Thethanges result in ffiefollowing adjustmentof'Contra6t Price and Contract.time: C.botrad,Ptice prior,to this Change Order Co Im tra(3.Pjr1.C&w1l'' CaqggQrder -.90 n New ;Qon'tract,Price fnclud.'h th!$. Change Order M,*925.410 Contr8qt:TfrnpmPribr to this:Zhange.'Order -Days 5,15/2017:ppmpletion-Date- Net increased/decreased 9 , orn f11is Change Order,2 Dag ,Cur(qnt`jCpnt:tact.Time. inc(uc1ihg.thI4. Change 'Da s,-5/5,12017opletionDate �C Orde� m This�Win. � Ordee:lt for full,and-P 1 settlement 6 0 all ind' t. -and 6 e,extensims incurred at any ge� final s t ., e.. t , f d Irect4jrnpact-cos m time resulting from ihe.perforrhance.,,df-the changed work. The Above Changes Are The Above. Changes are Recommended: Actepte& ApprM,,d- .,. United Consulting' W 1. C III arn�� reek Management, ,et ENGINEER. CONTRACTOR grain m . 1:625 North. Post Road, 4620,5 County Road,600 E Address Address Mary:`:Burke VE" r 40419papplisi IN 46219 Plainfield; Cit State,Z[ y/ City/%�te/,2ip. Lor Wksd Member UM55=1585 Phone - We. Date. 2X -- Treasurer Dat6 A ENGINEERING ENVIRONMENTAL INSPECTION LAND SURVEYING LAND ACQUISniON PLANNING WATER & WASTEWATER SINCE 1965 OFFICERS WiUn c Y4I, FE. Gare Rdter, PE PLS Steven W.Jones Cthst p* k Pop, PE B: Keith EryarL.PE I Rawa.,PE PROFESSIONAL STAFF Andrewl Vida. PE Devin L S�atier,'AICP Dam, F lw.'P AdzmG1. Por;. -PE I dL el s: aphant rVCP E. Racwta PErntertQr, PE T11rz_tfy1 cm_nesj PLS Jon E,CWfalw, PE Ste *r. R Prssay, PE Br'.an J Rersen, PE Ms!prWe. L H_-TLnqrd, PE Pau D: c ztr� PE 8re7'S,Fra6ardc PE JdyN, PE; PE ct is' rxrJ: cyst. PE t�takhevs R;I�,PE Iffiffam R Cut& PE Jenrniy A. Fish; dsbe PE Adarn J. G6-Lkh: PLS NtISkyQ:r7wkxir:PE Caleb -C. Rom PE It':9ME•4XTay ,PE Josh 0. Ee'z, PL5; GnmC. s2lett,FE ScattG I.tinfC,,PE_ Sean 9 Pawn. PE Jota R. Stocks, PE ;,Inc R, Lesh: PE NUJ. Ka-ber,PE ., nntiarLtii#.PE ?CeIbnS. Cmr r0=. PE Jiws 6arM Kod. PE Briruh S. rtSx c}ets; FE C egJ. emz PE Attachment A February 15, 2017 Mr. Chris Ogg Assistant City Engineer City of Carmel Engineering Department One Civic Square .Carmel IN, 46032 RE: Illinois Street Extension .Mitigation at Brookshire Golf Course City of Carmel Project No, 10-10 Change Order No2 Dear Mr. Ogg; Large amounts of concrete and debris. were found during the excavation. of ,the banks in Sections A2, A3, and A5. The buried concrete pieces extended back into the bank and had: to be removed for the installation of the 24"- 36" live stakes, the 36" earth anchors used. hold the coir mat, and the 30" ATRA anchors used to hold the coir log (See Attachment IB). The over excavation of the banks and removal of the concrete was paid under Item: 05 Excavation, Common. Photos of the buried concrete and bank overexcavation .can be seen in Attachment C. Williams Creeksubmitted a price of $45.50/CYS for a new borrow item. This pricing matched contract Item: 15 Topsoil Williams Creek stated the borrow required additional compaction and could not be placed at:a price less.fhan. the Topsoil. jt was agreed bythe.Mr. Ogg, Mr. Rodgers, .and Mr. ,Lasley that the borrow required to rebuild the.banks would be paid under Item: 15 Topsoil (See attachment E). The daily triaxle loads were tracked throughout the duration of -the project: (See Attachernent D). A summary of Attachment D can be seen below. The contract sum must be increased by $116,632.90 to: account for the overrun of both Item: 05 and item: 15. The new contract price will be $753,929.4.0.. Please contact me if there are any questions: I can be_reached by phone at 812-677-0674. Sincerely, UNITED CONSULTING 6�4 Braun Rodgers Construction Manager c File Item: 05'Excavation, Common Item: 15 Topsoil Project Total (CYS) $255 1410 Bid Quantity (CYS) 1976 269 Overrun (CYS) 1279 1141 Unit Price ($1CYS) $50.60 $45:50 Overrun Amount($) $64,717,40 $51,915;50 The contract sum must be increased by $116,632.90 to: account for the overrun of both Item: 05 and item: 15. The new contract price will be $753,929.4.0.. Please contact me if there are any questions: I can be_reached by phone at 812-677-0674. Sincerely, UNITED CONSULTING 6�4 Braun Rodgers Construction Manager c File �-W, 7e0 of.Staw Spumr _ S^ I ,�' Yahoaeeva.� Spedfad' � {$r'b?aA'mufr P'd BOX SW. �. 1 L."hb Ne. Pwvd..RomMer'fl kw Mbn fto Yam MakO ar al ft+N-Fn4 tb+ ' PIaM &ft-iNOHm t 514. - 7t:vt Vie: :4l'rORa'Anotoq a, z t4msr raa'm.mleeu�m_ ae:mn.e�c Z, 'tee hi ft aV*bl me'Fe a ld a, Her iMa Rot" bd hme M.V V2.. } Akh dm mm o.a eo ret yrip Ram a Vft' a m dmP k�f� n ftl,Rm lNSTAI CADON DETAIL FOR VEGETATED COIR IDG '4 .L4.Sid- sbdi Han Va•bFF.daedr eM be J -24''m J6'. J,,aruU+. S ;mn a=aRt bm" be :� oowe Uv Ratea. I 6 'Re¢bN (ira SbrY=W! a gpH,or 6vntgnl.edA 4 pn afack I 1 �•,..: q; Ta . imp Soa AeY at r ZIVE STAKING- Aor m s>:Ys W.. L RAer S f- Rua 61 F- Ofmxa met St;*b A HYea- (b'r Yb MW H- A Sd C.WL. zPY!'ammna saa/1� /fa6eeeem 8me. sawx. 'q Lb's Yoh 1 ray Qi, WN;==19= y f Jmte d, StgJr To lbplaie L1iai.l. 1 RYA lAe Sad �r lAtAretA: a tm arum Rue ee tatmta watmi tye>aye _s, aa�e.3at.ztstpa+'baara,s�stpaN:u,Jmd' rnmea,t ' 61AW STABR/7A710N COIR MAT wmsc" �Le 1 1625kP nR ad ITNITEDIv'J6219 SIT AS VIA Ph ne -2.iS5 Consulting=+ , F A317.69>25'16 i n+rw.NCIn4Ymm a na,r car taw m ma. mxn: .J' Jbgpr All anrlwa of nG m .A tko of 0o mt y. aHmg,Aa AY. Fto to gmoq .w L e r* ef'mt--t - &_na ry eroi'eeA Il+c air by r Im67,w d - f/rc {• tlamrb' ada.+,vm'bwoia 4'.rd:b raH'me a v Avi rtgen... r' , 4nol.F u. {' nemecr edaea ryx, Rqa �➢ w.: y;om . m,a �� 7: m poy�,y rerie Nq a)(un. _ . 5. fAha-oww,1 io snT as m mle:»e r P+ L'>4vnv.'Y.xix and — '&Ajo — - 7mmrae wy:eom rne.aa dy, ud: ra�_Raar;e. . -.G Pnce iw7 ucaK.+es Hum-tk ev d achy i ex ebi /nr r,a AmN rary, gFmt .i0'.T D* Eabeauira w'+ooCl' rtge�tion mapoaTi.M.dlmra:HI f}.e.m�bW tl unrAh kMc(nn' aAmap'mva :e^eda.,Yoar�In,usearr mvio:pwpre:mar.pom lre Htin.�,eoy. " ntieatew Kgetatuq,andr a prmteeinro w eov ta➢. VEGETAAD COIR LDG mar 70 sw aaW be 'b .y' O. artotwmxn /� roN aPoRtIrN. G✓r .r S.lsr-/L ocvu., .iw are CITY OF CARMEL STREAM MITIGATION-- '.:MCN LE - RR FtIE uo I&we O O O .O •��� CRIGNFD, C<R oa+xy. JAI LOT SJit1c d]CN 'SMfE15 O O coumur'--. crztn �-0 O Q O 0 0 • • • • O �o. 0 O O t Y,>t. soya O O� ' • • • � fiv Sm{ Go O O O' O Axle L'av mor b.:= onrY':.,afrn ptv m'Ncm'abaa. Iah aara ml a++ iYekd ansa..;- n 0"—db- b m 'acnere mdaa be— eel me Ad&6M l ase• emee R .0 ,w npbm;a altrrtnd /7'. notmt.,0 br,a /afe al.la Per wyd COIR MAT'PINNlNG AND LAE STAKING PATTERN' xor ro scud 1 1625kP nR ad ITNITEDIv'J6219 SIT AS VIA Ph ne -2.iS5 Consulting=+ , F A317.69>25'16 i n+rw.NCIn4Ymm a na,r car taw m ma. mxn: .J' Jbgpr All anrlwa of nG m .A tko of 0o mt y. aHmg,Aa AY. Fto to gmoq .w L e r* ef'mt--t - &_na ry eroi'eeA Il+c air by r Im67,w d - f/rc {• tlamrb' ada.+,vm'bwoia 4'.rd:b raH'me a v Avi rtgen... r' , 4nol.F u. {' nemecr edaea ryx, Rqa �➢ w.: y;om . m,a �� 7: m poy�,y rerie Nq a)(un. _ . 5. fAha-oww,1 io snT as m mle:»e r P+ L'>4vnv.'Y.xix and — '&Ajo — - 7mmrae wy:eom rne.aa dy, ud: ra�_Raar;e. . -.G Pnce iw7 ucaK.+es Hum-tk ev d achy i ex ebi /nr r,a AmN rary, gFmt .i0'.T D* Eabeauira w'+ooCl' rtge�tion mapoaTi.M.dlmra:HI f}.e.m�bW tl unrAh kMc(nn' aAmap'mva :e^eda.,Yoar�In,usearr mvio:pwpre:mar.pom lre Htin.�,eoy. " ntieatew Kgetatuq,andr a prmteeinro w eov ta➢. VEGETAAD COIR LDG mar 70 sw aaW be 'b .y' O. artotwmxn /� roN aPoRtIrN. G✓r .r S.lsr-/L ocvu., .iw are CITY OF CARMEL STREAM MITIGATION-- '.:MCN LE - RR FtIE uo I&we IS Lasa _. 'vtm�i9 c .otstcNrnoN-: •��� CRIGNFD, C<R oa+xy. JAI GENERAL DE TAM SJit1c d]CN 'SMfE15 _ q a '<J coumur'--. crztn Attachment D Daily Quantity Workup IM..m. CCvnn....Finn !•n...mnn -'trom�YS7nncni('7+em•d'CnnrroYa_RAmnva Date Excavation and Overexcavation of the Banks - Hauled, Off Topsoil and Borrow Site Overrun (CYS) ' `�', ° • Concrete Removal (paid by Notes SYS) 8 -Nov 6 Over"run".Arnount;($j$51,915:50 Excavated AS. 9 -Nov 22 Excavated AS. 10 -Nov 8 Excavated AS. 11 -Nov 101, Placed borrow on A5. 14 -Nov 1 9 Placed borrow and.top soil on AS. 15 -Nov 5 Removed concrete weir A5. 16 -Nov 8 Removed paved concrete ditch in: B1. 17 -Nov ;8 Excavated A2. 18 -Nov 6 1 Excavated. A2. 21 -Nov 20 Excavated A2. 22 -Nov 18 Excavated A2. 1 -Dec 1 Excavated A2. 5' -Dec 19 3 Excavated A2. 6 -Dec 24 Excavated A2:. 7 -Dec 11 Excavated A2: 8 -Dec 30 Borrow, on A2. 9 -Dec 4 Excavated A2. 9 -Dec 22 Top soil on'A2.. 13 -Dec 7 _ _ Excavated A2. 16 -Dec 4 Excavated A2. 20 -Dec 6 Excavated Al. , 21 -Dec . 8 Excavated A2, 6 -Jan 20 Excavated A3. 11 -Jan 6 Excavated A3 and A4. 17 Jan 11 Excavated -A4. 19 Jan 7 Excavated A4. 30 Jan 10 Top soiffor A3 and A4. 2 -Feb 6. Top soil`.for Section A3. 3 -Feb 4 Top soil for Section A4. 14 -Feb 2 Hole.No 18 Tee Box per'Brookshire's layout TOTAL LOADS to Date 217 94. 16 Paid at 15 CYS/Load TOTAC';CYS To Date - • 3255 -14101 240 ir— ti rYravannn. cnmmnn [rem: ln-roosou Bid Quantity(CYS). —4976 ..m .. _ '' _ 269 Overrun (CYS) ' `�', ° • _ - � . 1279 ; .:1141 UnitFfice ($/CYS)` 50 $50 60 ',' . ; , $45:, Over"run".Arnount;($j$51,915:50 Byi.Braun Rodgers (United Consulting),. A944MU+ C' PROJECT PHOTOS JUN ED Section AS Section AS Section A5 Section A5. PROJECT PHOTOS �Coctsulttnp,� Section AS Overexcavated bank in Section AS. Section AS. I Section AS. PROJECT PHOTOS tt►�,,.""" c0115111iin$— Section A2. I I Banks of Section A2. Section A2. I Section A2. PROJECT PHOTOS UNWTD Consulting—, Section A2. I Section A3. If needed, Williams Creek can provide additional photos. Section A3. I Blank. AI TwAwad- E: _ G Ny dF `Aa�WE - NUTIr-I[/(%J1--i f C�iZ12cS�orc�rcJ�1L� I. -UNITED 01 Consulting= ENGINEERING February 7, 201.7 ENVIRONMENTAL INSPECTION. Mr. Chris Ogg LAND SURVEYING ASSlstantCity Engineer City of Carmel Engineering Department LANA ACQUISITION One Civic Square PLANNING ' Carmel IN, 46032 WATER & ' WASTEWATER a SINCE 19GS RE: Illinois Street Extension Mitigation at Brookshire Golf Course City ofCarmel Project. No, 1.0-10 Pay Estimate No. 3 OFFICERS: VV6am E. Hal, PE Dave FOter, PE, PLS' Steven W. Jones Christopher R Pope, PE B. Ke m B*L PE gThad Rowe. PE PROFESSIONAL STAFF Andrew T. Vbka, PE. DevinLStetter;NCP Daryl ,P... Wr ngec PE_ Adan C: Post. PE' Wheel S.:gphentAICP E. Rwhelle Pemberton, PE' Timothy J. Cocmes, PLS Jon e. Clodtdter, PE Stereo R Passey, PE Bhai J. Pierson, PE Christopher L H.nm( 1nd 1 PE Paul D Gbtzbac, PE Baan S: Redehek; PE Jay)K RidmPE. CMs! cJ: Dyer; PE Matthey R Lge, PE. W0ixn R Cuitis, P. E Jerony A Rchatson, PE Hea e.rE 1 kpv, PE' AtlamJGreur,�h�PLS WhMey D .Meukan PE. Caeb Q Ross, PE VzmewA: T4tor, Pt Josh 0. Betz, PLS Dann C Barett, PE-" Scd7G F.innirh,PE Sesn 6a Herilons, pE JohnSteccs, PE Jim R Lesh, PE hlchft J. Wer, PE Jenn"erL IJA P.E. Je%y'RAndretivs, PE KeHon S: Cunningham; PE Jonainarl K Ka1f, PE- BtaunS. Rodps. PE; 8*J. Broi, PE Dear Mr. Ogg, Please find enclosed the progress pay estimate no. 3 for the Illinois Street Mitigation project I have reviewed. the quantities on Sheet 2 and find them to be, applicable. Williams Creek has also sent the invoice -to Katie Lustig. As previously mentioned, large amounts of concrete and debris were found during the excavation of the banks in; Sections A2, A3, and A5: A change orderforItem: 0005',. Excavation, Common and Item: 0015 Topsoil will be submitted once the items are closed out The purchase order'currently has; the appropriate funds to process_ pay estimate no. 3. At this time, a 14%contract overrun has been estimated (See.sheet 6). Please contact: me if there are any questions.. i can be reached by phone at 8.1.2-677-0674. Sincerely,, UNITED: CONSULTING I � . Un.ited Consulting, Inc. Go1,.wlting�rr Item Qveu1Ts Illinois °Street Fxtension Mitigation Description: City of Carmel Project..No-.'10-10 Location: Brookshire. Golf Course AixWb 1Zed;Project Amount; °$637;296:50. Prime:Coutractor: Williams Cieek::Manageinent. 6664, 0604 SYS 207.00 0,00 207:00 213.00 ruayuia 4iDZL.VU CONCRETE, REMOVE. 0005 00.05 CYS 1,976;00 0..00 1,976100 3;255.00 164.73% $64,717,40 EXCAVATION, COMMON 0015. 0015 CYS 269.00 0.00 269.00 1,230:00 457.25% $431725.50 TOPSOIL 0016 0016 LBS 40:00 0.00: 40.00 41.2.6 103:150/. $80.01 14ATIVE'HERBACEOUS 'BUFFER Project Overtures $109,143 91: 5 C rt a � Q20 N�! e-5AV a �4 �Z,22.3 ,ql t La ZAOICS a F i AS-. G vi fG2 '�t t" t q: Z Cfl nrst�-4c` Item Overruns: 'Illinois.Street Extension Mitigation Page 1 of 1 02/07/2017 A ENVIRONMENTAL INSPECTION LAND SURVEYING LAND ACQUISITION PLANNING WATER& WASTEWATER SINCE 1965 OFFICERS 4YIGam E. iiall, FE Dale Rich*,.PE, PLS Steven W. Jones Christopher R Pope, PE Michael Rowe. PE PROFESSIONAL STAFF AndrewT.,Woika, PE Devin LS#_-Mer.AICP Darryl P. W,ne',ng2r., PE Adan a Post, PE Mcfiael S. Cfipnant AICP E,Raehelle Pernbeflon, PE, Arno ty J. Cwnes, PLS. Jon E: Qodfe)W PE Steven R Passey, PE Brian J. Perm PE. Chdstopher L Ha�rmcnd, PE Pail D. Gotzaach, PE' Brian.S:.F2&&- K PE' Jay,N..Rdens, PE Christoph*J: ow PE Matthew R Lee, PE Wil5am R Corlis,PE Jemmy A. Richardson, PE Hea herE.jftv,FE ;Adzm J. C�eu6cn, PLS Whitney D: Nt&zm PE, Caeb Q Puss, PE Ma'Wrev, riLTaylcr, PE Josh 0. Sett, PLS Dann C Bared, PE �mti c u�nNc�, i� a Hammns, FE John RSbi;IG, PE Jim R Lesh, PE KddasJ.Koc.W PE Kelton S. cLnninghm, PE l Jonathan. hi.)w' PE Braun S.. Rodgers„PE' GngJ:Broz,PE ' Mr.: Chris Ogg Assistant. City Engineer City of Carmel Engineering Department One .Civic Square Carmel IN, 46032 RE Illinois Street `Extension Mitigaiion.at Brookshire Golf:Course City of Carmel Project No, 10-10 Pay Estimate No 2 Dear Mr. Ogg, Please .find enclosed the progress pay estimate no. '2 for the Illinois Street Mitigation project. As previously discussed, large amounts of concrete and debris were found during the excavation of the banks in Sections A5. and A2: The buried concrete pieces extended .back into the bank and.had t0 be removed for the installation of the 247- 36” :five stakes and the 36" earth anchors. The over excavation of the banks and removal of the concrete was paid under Item: 0005Excavation, Common. The borrow required to, rebuild the banks:A5 was.paid under Item: 0015 Topsoil. At"this time a 9% contract overran has been estimated (see sheet 3): Please contact me -if there are any questions. I, can be reached by phone at 81.2 .. -0674. Sincerely, UNITED CONSULTING. Braun: Rodgers Construction Manager c:. File 3 UNITED United Consulting., Inc. C'60stl ns—, Item Overruns Illinois Street Extension 1�Iitigation Description: City of CarmeL;Project No. 10-10 Location: T3rookshire Golf Course Authorized Project Amount: $637,296.50 Prime Contractor: Williams Creek .Management I � ,:^ s xy^J 'i a+ Fz � 'x yti.: .� F ::r ... �',_.. ;.,r5+..�. ..".kC,x.2 £, �._ u->:�i x?a�t�,'y?�• .,Y_..; x4`y.�,.?f�.�'&�"�.Y,K ,.., .AK. y ��t�lll$'�� � 7 C7'z x.� � ��..rx% .� 4.-z Y�" r t'7a, r�:�r.<._,;3 wr��� .h:�,.�.. "". r;�'Yv-:, ..?.� q�:4, •:x•.,.� ?a�....�.- .�,:�� tQ � �p�t'ic`121 ShJinlc�s Page 1 of 1. — ,A 1 (iliZEi ?JS% QIAI pMI %N L•c'T� Ce- NO o-t2tED !N 7? f< gANtics or, •n-pl f4 S � tt 2. 01/0612017 Section. s ... ,.. .. 1,976.00 2;.715.00 _ .. 137.40%. _ $37,393.40 CYS 1,976 D0: 0.00: 0005 0005 ExcAVAnm� COMMON . ....., 1 ...., 1,110.00 412.64°,� $38,265.50 0015 CYS :269.00. 0:00 269.00 0015- TOPSOILr a 77777 Po ject;Overruiis $75,.658 90. I � ,:^ s xy^J 'i a+ Fz � 'x yti.: .� F ::r ... �',_.. ;.,r5+..�. ..".kC,x.2 £, �._ u->:�i x?a�t�,'y?�• .,Y_..; x4`y.�,.?f�.�'&�"�.Y,K ,.., .AK. y ��t�lll$'�� � 7 C7'z x.� � ��..rx% .� 4.-z Y�" r t'7a, r�:�r.<._,;3 wr��� .h:�,.�.. "". r;�'Yv-:, ..?.� q�:4, •:x•.,.� ?a�....�.- .�,:�� tQ � �p�t'ic`121 ShJinlc�s Page 1 of 1. — ,A 1 (iliZEi ?JS% QIAI pMI %N L•c'T� Ce- NO o-t2tED !N 7? f< gANtics or, •n-pl f4 S � tt 2. 01/0612017 ENGINEERING ENVIRONMENTAL INSPECTION LAND SURVEYING LAND.ACQUISITION PLANNING WATER& WASTEWATER SINCE 1965 OFFICERS ME= E Hao PE Dave Rchter,PE, PLS Sty en W. Jones. Chi s(opherR.Pope, PE. B. KeifhBryanl, PE MchizIRowe,PE PROFESSIONAL STAFF Andrew.F. WdkA K. Devin L Stetlkx.. AICP Darryl P. 4Yureiny`r PE Adan G Post PE Nkhael5.0#1 pit.AICP E Rachelle PambOm PE Tff*yJ: Corns, PLS Jon E Clddfdtff, PE 5te)W R Passey, PE Brim J. Person, PE Christophe L Henn orld, PE Paul D. Gotibadi, FE ErianS. Frederii: ; PE ,Iay0.Men .PE ChrbtopWJ. Dye;, PE Matthew R Lee, PE 4YIGanR.CL& PE Jeromy A Richardson. PE Healhr E IG'pa. PE Adan J,Grru6ch, PLS -MIney D? 1,leukam; PE Ca'60, Ross, PE Matewx Taylor, PE Josh 0. Selz PLS DarinG'13�reit P: SmdG. Mliflldh, PE 'Sean S. HanAris, PE Jim R Lesh, PE. ® ; Hdhda J. Kocher, PIE Q Je;inferLHaLPE JeNyR Andrews, PE :Kelton S, _Cunnirgho, PE Jonathan M. Kcrff PE BrujinS.Rodge;s,.FE Gteg J. Btoz, PE November 30, 2016 Mr. Chris Ogg _ Assistant City Engineer city of Carmel Engineering Department One Civic Square. Carmel IN, 46032 RE Illinois:Street Extension' Mitigation at Brookshire Golf Course City of'Carmel Project No, 10-10 Pay Estimate No 1 Dear Mr. -Ogg, Please find enclosed the progress pay.esfimate no. 1 sand change order no. 1 (cost savings) for the Illinois Street Mitigation project. As "previously discussed, large amounts :of concrete and debris were found during the excavation of the banks in Sections A5" and A2. The buried concrete pieces extended back into the bank and .had to beremoved foi- the installation of the live Stakes and earth anchors. The over excavation of the banks and removal of the concrete was paid under Item: 0005 Excavation,, Common. The additional 255 CYS of borrow required to. rebuild. the banks AS was paid under Item: 00:15 Topsoil. I will continue to track. these items during construction of A2. Please contact me if there are any questions. I can be reached by phone at 812-677-0674. Sincerely, .UNITED CONSULTING Braun Rodgers Construction Manager c: File 6 I Rodgers, Braun From: Ogg, Chris <cogg@carmel.in.gov> Sent: Thursday, November 10, 2016 3:45 PM To: Rodgers; Braun Subject: RE: City of Carmel - Illinois Street Mitigation Fill Dirt 0k. Let's move forward. with it. Chris Ogg, PE Assistant City Engineer Carmel. Engineering Department One Civic Square Carmel IN, 46032 Oc 317.571.24.36 C: 317:9.45.7777 co¢g@carmel.insov I?lease consider the encironmew before printing this e-mail From: Rodgers, Braun [mailto:BraunR@ucindy.com] Sent: Thursday; November10,:20.16 3:40 PM To: Ogg, Chris Subject: Re: City of Carmel = Illinois Street Mitigation Fill Dirt 1.7% Sent from my 1P hone On.Nov 10, 2016,:at 3:06 PM, Ogg, Chris<coeg@carmel.in.gov> wrote: What percentage is this to the contract pirce? Chris :Ogg, PE Assistant City Engineer Carmel Eneineeri ne. Department .One Civic Square. Carmel IN; 46032 M 317.571:2436 'C:317,945.7777 coeg0carmel.in.gov Please consider the environinent before printing this e-mail From: Rodgers, Braun [mailto:BraunR ucindy com] Sent:Thursday, November 10, 2016 2:36 PM To: Ogg,: Chris Subject: FW': City of Carmel .Illinois Street Mitigation Fill.Dirt Chris, Williams Creek submitted a price of $45.50 per cyd`for'borrow. If we find spoils from another project, V1filliams,Creek says they wilLrequest payment to place the additional soil. They are trying to:start this work ASAP and. may be delayed waiting on any soil.. 1 The estimated 250 cys would cost $11,375. If we can get the cofferdam changed to the turbidity barrier that would produce a total savings of $16,920.00. I am still waiting on approval from Bill on this turbidity barrier. It might be best to proceed with Williams Creek's borrow price. Please let me know your thoughts. Thanks, Braun: R. From.: Aaron Lasley fmailto:aIasiey@wilIiamscreekmet.netl Sent: Thursday, November 10, 20161-41,13M To: Rodgers, "Braun <BraunRC«@ucindy.com> Cc: Chris Schaumberg <_cschaumbera@williamscreekmet.net> Subject: City of Carmel - Illinois Street "Mitigation Fill Dirt Braun, Per our conversation, a few minutes ago, Williams Creek proposes to place fill dirt for the unit rate of $45:50 for all areas that require placement due to excess concrete fill material. At this rate,, we could use thetopsoil line item for the overrun on materials placed.. Williams Creek currently estimates around 250 CY:of additional fill need at "Align A=5 and "Align .A-8". There could be additional areas.:along the stream restoration corridor areas that require additional materials as well, but currently is unknown.. Please :let me know if you have any additional questions or need additional information. Thanks for your time,. Aaron Aaron LasleY Vice President Operations alasley cr.williamscreekmat.net +1.317:509:6166 mobile Williams Creek Management www.williarhscr66knigt.com 4620'S County.Road.600 E..j "Plainfield, IN 46168 +1.317.838.9810 office''l 41.817.668.8848 toll free Linkedin Twitter I Facebook 2 Rodgers, Braun i� From: Ogg, Chris <cogg@carmel.in.gov> Sent:. Wednesday, November 09, 2016 3:04 PM To: Rodgers, Braun Subject: Re: Illinois Street Mitigation - Changed Condition Ok. Let me get back to you regarding a possible waste project. Chris Ogg Sent from my iPhone On Nov 9, 2016, at 3:01 PM, Rodgers, Braun <BraunR@ucindy.com> wrote: Spring Mill has been stockpiling all their dirt to backfill the curbs and fill in the median. They have not been hauling dirt offsite.:. Sent from my iPhone On Nov 9, 2016, at 2:49 PM, Ogg, Chris <cogg@carmel.1n.9ov> wrote: Braun, :Does the Spring.Mill project have any/enough waste? Chris Ogg Sent from my iPhone On Nov 9, 2016, at 1:16 PM, Rodgers, Braun <BraunR@ucindy.com> wrote: Chris,. Large amounts of concrete and debris ihas been found during the excavation: of the bank in section AS. The°buried concrete pieces extend back into .the bank and must be removed for the installation ofthe live stakes and earth anchors. Borrow will be needed to build the bank back before the topsoil is placed. I am currently having Williams Creek submit a.unit.price for borrow. A borrow item should be come in cheaper than. our topsoil item. Also if the City has,any projects with excess soil to dispose, we could look at getting. it hauled to the mitigation site (Spring Mill Road is keepingall material from this phase on site or I would try to work something out with RR). We have. estimated that 60 cys of borrow will be'needed; justto;fill :the A5 section.. This yardage could grow as we move through the project. I. have attached pictures for. reference. I will let you know once we receive pricing from Williams Creek and then we can decide how to move forward. ..lf you have any questions or comments feel free to call meat (812) 677-0674. 1 Sidenote. Our office is currently reviewing an alternative construction method for the river rock riffles. Instead of using:the planned cofferdams, turbidity blankets would be placed across the stream to catch sediment during the removal of the concrete weirs and placement of the river rock riffles. If approved, the turbidity blankets will produce a cost savings of $16,920. Hopefully this can balance out any additional borrow. Thanks, Braun Rodgers, PE Construction, Manager United Consulting. 1625 N. Post Road Indianapolis, IN 46219 (812) 677-0674 <111 -St Mitiagtion A5 Bank.pdf> �'2