Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
18- Guaranteed Maximum Price Amendment 8 - Dick Anderson Construction, Inc. - Bozeman Sports Park Paving and Drainage Structures
ATTACHMENT A Exhibit A Guaranteed Maximum Price Amendment No . 8 for the following PROJECT: (Vmne and address or location-) ADDITIONS AM DELETIONS: Bozeman Sports Park 4600 Baxter Lane Bozeman, MT 59718 THE OWNER: (Nance, legal status rind address) -.- __ - The City of Bozeman Montana �- 121 N. Rouse Ave. 1'0 Box MO Bozeman,MT 59771-1230 �la� and the Construction Manager: (Mane, legal status and address) Dick Anderson Construction, Inc. 4498 Jackrabbit Lane Bozeman, MT 59718 ("Construction Manager") ARTICLE A.1 5 A.1.16uaranteed Maximum Price Pursuant to Section 2.2.6 o f the Agreement, the Owner and Construction Manager hereby amend the Agreement to establish a Guaranteed Maximum Price.As agreed by the Owner and Construction Manager, the Guaranteed Maximum Price is an amount that the Contract Sum shall not exceed. The Contract Sum consists of the Construction Manager's Fee plus the Cost o f the Work, as that term is defined in Article 6 o f this Agreement; A.1.1.1 The Contract SUM (No. 8) is guaranteed by the Constucdon Manager not tD exceed one hundred two thousand one hundred sixty four dollars and 93 cents, ($102,164.93), for 1) irrigation extension; and 2)drywells for a total contract sum of four million eight hundred ten thousand five hundred sixty-five dollars and 98 cents ($4,810,56598) subject to additions and deductions by Change Order B provided inthe Contract Documents,and as illustrated in Attachment B,Exhibits A and B(1)and B(2). A.1.1.2 Itemized Statement of the Guaranteed Maximum Price. Provided below is anitemized statement of the Guaranteed Maximum Price organized by trade categories,allowances, contingencies, alternates, the Construction Manager's Fee, and other items that comprise the Guaranteed Maximum Price.(Attachment B-Proposal fi-om General Contractor.) A.1.1.3 The Guaranteed Maximum Price is based on die following alternates, i f any,which are described ui the Contract Documents and are hereby accepted by the Owner: .A Dc_�n A133'd• -J09 E. hin,. P_ C. yti4ht 1.31, =0e I I' ?ppy ly ^he A,, i__ -utc ..r Atchir -_9h_ r- 7.f t . C _ d i ..p ig' La Ir at Jn3 J t _ Ji b. -r XLM T ' p _ of it, dole ,nJ_r _he 1+1,, This li,mot -ra _ ��u�erJ by P.T> >c .a__ �._ i. 45. : S,nde ...ler 'el 1 `51] wh_ch .n _, , an.r =..r = -ale. U.—Notes: (State the numbers or other identification ofaccepted alternates. Ifthe Contract Documentspern it the Uu,ner to accept other alternates subsequent to the execution ofthis Amendment, attach a schedule ofsuch other alternates .showing the amountfor each and the date when the amount expires) §A.1.1.4 Allowances included in the Guaranteed Maximum Price,if any: (Idenitfy alloirance andstate erchisions, ifatn;from the allou'ance price.) Item Price ($0.00) aNL4v § A.1.1.6 Assumptions, if any, an which the Guaranteed Maximum Prices based: The work is a a continuation of site work improvements for the project as per the approved Bozeman Sports Park Master Plan. § A.1.1.6 The Guaranteed Maximum Price is based upon the Supplementary and other Conditions of the Contract included in die project specifications § A.1.1.7 The Guaranteed Maximum Price is based upon die following Specifications:previously issued specifications datedNo►. 11, 2010. § A.1.1.8 The Guaranteed Maximum Price is based Lpon the following Drawings: original project drmvings dated Nov. 11,2076,with addenda,and Exl dbits B(1)-Irrigation and B(2)-Drainage of Attachment B(attached). § A.1.1.9 The Guaranteed Maximum Price is based Lpon the following other documents and information: all other applicable drmvings and specification of the original contract larder GRIP No. 1. ARTICLE A.2§A.2.1 The anticipated date o f Substantial Completion for the Contract established by this Amendment: August 15, 2018. OWNER(Signature/date) CONSTR I i AW(Signature, date) Andrea Surratt By: /1L - UA 4 iLF 6$1�$Nr Bozeman City Manager Name/Title Dick Anderson Construction, Inc. AIA Document :133"• - N09 Exhibit A. copvright_ 1991, 2003 and 2009 b/ The American Institute of Architects. ALL rights reserved. MAMDiu: This :i:._- C.au.,rat is protected by rl S copyright Ian and ly,t—atioral Treaties t1..auttmr.i—d repreduetion or dlstrl.butivn of thus elA- Document or any portion of it, may cult In sn-r,e civil and cr, xia p_nalt.l.es, and will be prosecuted to the maximum extent 2 possible under the fix This draft was produced by AIA software at 14:45: ql m 12/02/2_015 under order Ab. 71U997362_2 which e::pires m 12/01/7 --, and is not t-- t Isar Notcs. (3B9P_LAIF) Exhibit A 7 Proposed GMP Amendment for Bozeman Sports Site Improvements Bozeman Sports Park dry wells and mainline irrigation for Synthetic Turf Fields DAC Project#:02-16-238 Location: Bozeman GMP Amendment #: 8 Contractor: Dick Anderson Construction Date: July 25,2018 Address: 2525 Palmer St.Suite 1, Missoula, MT 59808 Phone: 406-360-6673 The Contractor is hereby directed to make the following changes in the Contract upon receipt of an approved copy of this Amendment. DESCRIPTION/UNIT BREAKDOWN/UNIT COSTS COST ITEM NO. SEE ATTACHED BREAKDOWN (indicate+or-) 1 Synthetic Turf Mainline Irrigation $ 80,600.00 2 Drywells for Synthetic Turf Fields $ 32,000.00 3 Phase 1-reduced scope,removed placing topsoil in Mass Grading Package $ (18,600.00) 5 6 7 8 9 SUBTOTAL $ 94,000.00 10 GCCM fee @ 5.5% $ 5,170.00 11 Subtotal line 9, 10 $ 99,170.00 12 Bond 1% $ 991.70 13 Insurance 1% $ 991.70 14 General conditions $ - 15 Subtotal Line 11, 12, 13,14 $ 101,153.40 16 State Gross Receipts Tax 1% $ 1,011.53 17 Proposed Contingency 2% 18 TOTAL COST $ 102,164.93 19 20 TOTAL $ 102,164.93 CONTRACT STATUS 1.Original Contract Amount $ 303,761.07 2. Net Change by Previous Change Orders/Amendments $ 4,404,639.98 3.Current Contract Amount(1+2) $ 4,708,401.05 4.Amendment#8 Total Amount $ 102,164.93 5. New Contract Amount(3+4) $ 4,810,565.98 6.Total Cost of All Amendments to Date $ 4,506,804.91 APPROVALS Approved by Architect: Date: Approved by Contractor: Date: Approved by Owner: Date: LEGEND' SYMBOL DESCRIPTION SI MqN F MOD NUMB R �` ------DRIP CMNTEn ? OPH BEC OaW EM ttER 9CHCbLED --BUTEARFISI HUNSH Pp09UbPCN 10.f.@OPMPBBPSI wt DOo90Q____-.,AHYSFRINSER "AIDISS HIRE" PP09Aa MPCD09RW40PSI DO 90--HOTAPY9Pa1NNLEA ADUS ENTER PBO&UARISAII—E -� ¢G- 00090- murBPa1NMLEB ADQ9 NTER D9 M.MP DDD�FaDwI a L- PorARV RPRNM.EN o nAOlus nuMEP E.oeun.MPaaw M 4D FDI r A ®® _�® �-- iAPY BPAINALEP RnOIVS MPa rA MPDObb nF aP@I ©�Jj BQiMYSPFINM.EN jWj PEDI� LINTER I MYP a6 P91 *--POTAPYSPRINMIkR M TCP FTa0b1.b,1.6OPM 20 46 PSI �eI1A MUM ER YOMSD 2DOPM Aa A6 PSI BPPN= I. COc4�_________ROTAPY 9NINNLER 90' ILS NU NTEa 4HFP4dA.1DOPMAA45PSI ����• •� p�___PmMrvsARIrvMLEa Angus NurvrER ezo-aBD O.spGPMn 49 P•,R '®® Ao^a aAD � s NOa C f-.... _flOTARYSPRI.-D g�.F.IUG HUNTER a sa OPM eB TD P9l �___CA, SORSONNECTION LY p• MP�BELIEF—K r AD c,I.BP cT V LK U,IS U. YEECIFIEB S--- ---6N FILIM DMN VANE MBPEDRED v------Wic%couanro vMK ANY RAINBIRo c Q--BLFCTRICCONTNOLVn1. AD NOTED WEATNFRMAiIC MAY DW SERIES WI%PN PRESSURE PEOULATOR anlBrnNd6H LOGAET"C.RIA—EGL— AS NOTED WEATKWITIC MAxAWSERIES,SEE DETAIL FOR DRIP FILTER REQUIREMENTS M rt9CIXT ®- --WUTHCP STATOR WCFYHERM.IS 9lWi I[LAxpA "o----MA4T€RVALV€h'LOWSEFISCR :— WEATHCP—It Bm/p WEATHCNMANC 51D�SLP9IMBDTN MAx OW SXgCa- Q9'(.1' NTniHE RMATC s'A9D CP%49LF9F99D --------9ATEWTE CONTROLLLR A-4BSTAibF1 WCATNERMATIC SLBMAN—EF4ALAUMIIVO.9UNOlP rtbN WIflLPCp.CNG99se�lo 60STATIO14 WCATNERMATIC BL4MaRTWIPERSUNUMRC6 eVN0LCFV—WIBLFCDENOBBdAbb as 3TAt10Fd WSATHL'NMaiIC RISMARTWIREMPIFIL'ASSE.rtabLC-0LOWRABI C.B.- --- MnrK PVC 2D—ST. --NPgaiIpNSUBFMINPVC AS9NOWN CU94]DSOABNETFD uA4 xBb SOLVENT wEtO DPIPLNFINICI ? BANDIRO %FDVDULE V) 4..EVCS PVL SeC NOTES sCREDULC aB Q ---BOOBIEAPUMP SCE DETARS 'T'---LOWOUi n9DEM0LY N. OF.TA. Y W Z NOTES: fAfaTPACTOq SI WF T U7CAlOW OV PLL UtBNIP9 PPIOP TOCONSTHUCYION ANY paMAGC iOC%SiiNQ UI'IUNLB ON SRC IM ADAACF:N!PgOPERYV @HALL BE o aESPOE4PQM gY ai p¢ W(n 2. RLAR IS DIMiRFM1RMTIL 111 NANPp.6IELp AOIUsiMEM Or IRPIOATIOti COMPDNEM4 MAr RC NEC€D9ARV TO AVOID CANFLICi9 WRH ExtarlNO site FEATURES, �--• Z W 3 BIESUME CW WOe9IN PIPE LAYOUT MAYBE MADEOt THECONTRaCTOP WrcH THE apvAtCE AMRMALa Tne LANDSCAPE ARCHRECT. BCH[DULE IS—EK9AREREOUIREDLNDCRALL NABDANDORAKLSUREACES.F%StINOAAOPROPOSED LOCATIONANDNUMSCROFSLEC•F MTHERESPONSIBILrtY O O. CO - IO NRag0. @ A9BLLKNnRT INAE a00H F0DEESUSEAETAG YIG ERASWPE9 E—TOMNIRPIGATOIAWNT OReALLORDINATEWTM EMIACTOR O E a aCMRACTO L WALLDEVCE 00 MMINO C ATCONTNOLL= CO L£TE AL Y EM.CO COOP TCAND FOP tEC 8 PO NEEOSWR T E IANUFA SCRANO ER eMWOERS RC EDROPCUT NNCTO 9 W Z O S.LOCA NLNIt IN9M DCA 0 NAUBE INAAU�ON PPOT LONSINDM NUNEIN EIPOAT NOW A9 OWN.NIS.VCR F1' OI'ANn[tICP VALVES MArVMY A Uu 9NM.L n D RRINUNC IN MPPONIMATC L. 10119 AS BROWN.FIELD VCR'" z~Q '.CONTRACTOR 9HALLMA RANACCURATE.CI�iPREM�S $OONTHEJ ALALLTIMES A ONSEWIM FLOWS THRIX10HMSPIATO HAK I—TROL MKS, WITH PLOW CONTROL S I TWOUGHWOPMTO HAK 1—CROL VALKS.WNEDWIMFLORSAIOPM AAGOROATOERI TONAVE—TWJL VMKS. W F iTODE—MIMUM.CCNCEK ORUURYWHERCKRPOS819LE ALLVSIBtECONDUOSSRAUBEADUNWASDIRECTCO.ALL BURIED USIRD SSNALLDE ELECTRICAL CON �I7 ORAD[S LIrtDULE WPVC.ALLCONERDRA—BADE9HNIBE@CHEDULLBOPVC. W r O R06LONE TOE `J AWAOJUSTPHES@URC REDUWORACCMDIWTOMANUFACTURERBPEWMWC AilINS.MVSTRWULATOBTOMMIDESP€IFIEDPPE99UREAYFUn MT N W BEN IXd ANOLIWNATENSDONOETC. m m I.AOJ lALLNfApSA9 NEAUNPO iOPREKMGVC&PPMY CwiO BUItnNGS AA09rRE[•'Tn :.vERFYSIONALSTPENOTNMIOAA1 RDN SATE CHSATELUTEWWROLLEA O.ALL ARDT CABINETS AND BOLAPMENT ENCLOSURES TO DE STAIMESS STEEL PIMSn R[WIpE"OrRIwMFNT9MESSIR TNrt PUMPfl 41TONR OISCHAPROFr PEE 6M OPM AT 1WR�H Au BMOUR WATCPWNOOW WRN'@PSI Ai ALL wD IARRIATON RE—OWRALL SYSTEM A.'YWAAMMINOOE COMROLLCRSWALL USE MULTIPLE PROOWAS THATOKALAF TOTAY.0 ADVMRAOC OF TRC FULL FLOW AND MINIMCE OKPALL RUN TIME OF}nE n_ OiATION SYSTEM.COORDINATEFBOORAMMINSMIR NEB'9REPPESENTARW I PINNQARGEWWMCMMAY SCSROWNIRPAKDAREASFORORAPHICALCIARRY.M-INGAN CEWIMACMTOBEINSTALLEONAMACCNTUNDSCAPINOARE9. 1a PEPETOGY-0NAWINO.RFOR F%STINOAND FINAL WORYGED CONTOURS AND GRADE INFORMATION BEEF..TOOIWL FOR FINAL UTILITY ROUNNG. 'BEEF.TO DETAIISIANDSPEGNCATKKSFOIADDITIIA-1ORMANONSTEINER COPYRIGHT THUESEN 201A .nTTvux nrulv.N Ixa< FDATE T?11P CHECKED Br: -R DATE: 71,118 REV; REV: FILE i Ahoel It.aan SHEET 11 IMEX 0 _._._.__. ,8.------- e. �0.. c. 1I1!I L � 1�I HEY NOTER 1 9 YUfFOF EpOE DFPAVE1.lEN-tF' I III 109iALL lnTEMLe MN NEAP 1 O TD ACCDMIADDATE FUNflE FENCE. I e I O�NeCF AND nIR R[tIEF VALVCNE pM1NN.RTgEAM O<QUICK III OCT�NEq PROPODE00APPOVEMEFIR3E AN09uDMAINMNEwgR �! •��J-U. _S-��-����—��J` III O1�5NALL WEArnEA STniIDN ONfppf OF gDOF PER Z 'FE,115T"LBAp VENo..npnz Ir XuPm UREr Y W Z _ [' iREI.oa�pOitALl O'AppvEOMDE ON CXtr PRESSuflE I III III © GR 11—ALL DI CAPAlNT31.D a W Z :f ..:i III �I FEZ Z 0 Q Q iXe� I' i W II LLImN u III N W m li;�l 2 _ h 1 *I ' COPYRIGHT S �Y SOCC—IELan THUESEN DAM \ ruroRODNo�neArvoTrreRs I' d / /� ,'I�i II 1 CHEDNED BY; NGS REV: III I REV: FILE: 2*heel 12.dgn SHEET I ._ a io• za' *o• NGRT>t 12 NDEX EAAP� Mr. C ORAVBLT L uAloncAPE—ESE.T. PAVEMEM Dr1.-.. - .. -.. ., DRSASEnDS-1bAtICN. pf On oYMEP WRHbuTNR RCN -.. -... -.-... .-..... 1� CONBCNTpF TN¢uNoeCAP¢ ARCNIIeCi. .... .... --... -. -... -.-.- -.... -..... j a' KEY NOTES j AOTALL LATERALS AtO HPADS IB'OFF Of PAVEMENT tO �ACCINAMODAid PIRURE PFNCE. 1 b.Blei P PG ROUT ND AT CULvtlRTH ui PEOV nkb To GNStMP. PRDPkP Nei LLAiroN DkPTM. O DO—ISTALLPIPEEOVPMENTINEASEMEIS 1 TMPnggT ON LATEPALMOta ES.. VALY_'.D yam'W 1 ESM NATE W TH A SLIP Y MALE ADAPTER AND THREADED CAP i AL YCOxCUSC FNT OP!'WASlICD POCNIN SOYTOM Or N C Q W Z .J i �OZ IL i Od2 z d 2 a te Q O 2MN i 0 W Co 1 a m¢ — 1 = i 0- COPYRIGHT i 2018 ' i .tT1I.Ntilf lifi.l.YFN I'I.LL' STEINER THUESEN SOCCER EIfLD bS - --- --- j 9OCCER FIELD pB 1 i i 1 ; i i 1 DRA.BY: GSG i j DATE: ]R/TB 1 CHECKED BY: NOS i i DATE: IWIR i REV: i REV: j FILE: 3 eNeet 11Epn ; 1 i . SHEET 1 o Ta NDRTM 13 INDEX AP' ,if i � I ,NMOR,wN�I„x�PPooER,. 1 _ I _— x oF,HE wIo�UPEARcxnEnT � i � sTRCIfI�i"`opn;`�artE i I � � � AxP RNor,00ELFmpoP ANI _ _ : 9� I. _-. Orxcn puRPov[wuirn -- an OvmEnwnnauTwmnEu —� _ I i � g coxxEMrn,Nc uxoa<Apc I PAVEMENT KFY NCITFG' 0 IS,ALLlwrkFAS...1-11CFFOFE00EOFPAV 11 FND FENLE �-' ACC FUA HERN'.OFFEW¢OFP4VCHEMT CMMOOAT 1111J �'� CCCRON4T[LOCA.TICNOP M4 NLME AtID$UBMA NLIlE WRN :,r—III I11 T^ ._.�._.L '�'�' OTHER PROpOREO MPROVEMENTO, I— Z PUTDRE,MIL p PEFERTODET4Lzn.FaRGMLOG NSTALUTON Y w z ©ArypMEPC.E OCR FITTING ANE VALVE 90x pEM'EEN PENCE Q Q INS TAUD—PAND,.CL ,2xaCHEDULEC¢E CL;Q J OT TEE SUED FOR FU,URE ITROLUVATLHVACR U W GTON WH U F ON ZVM ENCOUP—N_. 022o-� Z O a Z75 2 Q uj N OCm 2 IL COPYRIGHT STEINER THUESEN 2018 L,NlJi,NEUW PUC DRAWN BY: GED DATE: 7n11R CHECKED BY: NGS DATE: T/2I1B REV; REV: FILE 4.last 14.ERn SHEE7 D 10 2a• cD• NGRTH 14 i ; INDEX MAP ; THNpR„WINp NIHLPRDPEPTY A—CADFTHp „NNOMPLE RpHHEpT _ _ _ O pNprTppLJsAo,�ANY p R NPOPf 1 ARD _ DgRWNERWRHODTWRnpN AEpEN THcuxpn«PT t E"Ci. a ' a ; -. .. J .. ' KEY N TTFS PAVEMENT - .. S tp R FE .. OFFCDE�0 P EM'N' IG IC T NCt IATPRAI N E pSITOFG t - p� OAIN.•COMMCOATE FuruRe FeNc� G IAwM _,_,_ m..rc a:—d — - O rRTr — uoT—._._._ t ._._._ _._._. Here T voaCAULOaINerAUATroN Y w — _ PUTURE TRAIL — -• _ - ., — .: De a G C NG AMvALve pox .cgcE Q'ec AND P G Q 121 Y^LI ETU LA .111-1AVTCHUANO L NO D Q w Z �J Op PALVPOOIxCUPCF0010f,A.H[D ROCE N AUGDOMOFP O� 0 ��1 Oi W NOT INSTALL PIPE EOUIPUENT IN CABEMENT _J CZ V 9EAWCETEESREDFORPUTUCECCNTROLVA EV M O G O O OUOK COUPLER WITH PLUG.MARK LOCATION WITH LATHC AND YALNEACfi GG%x LDDPLER MARKED. p INCrALLDILAPA pTOLO m w Z WH¢ �- ¢Unm Qn w m o 0 C,6 o w m_. . . m¢ -- a COPYRIGHT 201R Anael:x nre�rN rv.ir ----.... 20RA95 FEMALE COUI CCEJ CROONS LER , FN6NGgaDC 1 —E%TENSONNO%ASSP ft. ' 12)TSTEEL R EERS. ��� +W+�+y�F N .._. 1 LENOTHSTEINER AB REOURCD vE A9 pPECIFICD AIR ME C AmEL�F DH GNADTHUESEN LEEMCODITEE—TERIE9 VALVE 80% ;-'—THE 1 �EMLgA NIONN'PET6 MSPECIFIEO DxNxWR1UTURC— 1 OC%ASSEMBLY LVII-1—APPED PLUG CxiLIfiONOERMAIACEJCRCTCiUTOVER MAINLINELEEMCO A ELLWwWILH EESICA RECTA NTT HPEC11CD 6LDCY. M EL�RPORSCHCL%TLC MPMETO WO L=—__—_---•-- AS of MfNiVALVE b0X F'EGaIkAVASATED TE CON UCLLEq MAINLINE PF PATH FI NI EI W NTECI WEG W E PATH A2 IORAY ALL IONCD EAST OF PATHWAY MN'CONCDt—, Al=lGGe DASeMEN EO�WIFE PATHA(ONANOE)AIL ZONES WEST OF PATHWAY ONE EACHEDF O -A— CHECKEDBY: N S qE PnlHulmuEl NOT�Ewspavice pipengeonre �WIRCPATH11I-C.1 CIATECAMLOLK AESEMSY WITH FITTINGS ON IAAVELPM SPRNKLEH TO ENSURE COMYANBIL1tY . BATE: ]Ipltfl 2...ABEEMBLY MIWEEN PAVEMENT AND FUYUN FENCE PENCE TO PE AT OFF OF PAVEMENT. �r �112•WIRE ROUTING PLAN �,CAMLOCK ASSEMBLY I'Li,MvN GAME.CRD'R'i:Hu,&'.D'w-uPCTR'IuTWFlCt!" REV: 3QBLOWOUT ASSEMBLY REV: AL. Nm roscALE BpTTp yEF[E FILE: BpBpel lB.dpn SHEET o to, M. Ao• NORTH I5