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.ƚğƩķǞğƌƉ/ƚƭƷƭ <br />From2016ProjectinBlaine: <br />10' WIDE <br />BOARDWALK WITH <br />8 HELICAL PIERS 1015 LF $182.00 <br />HELICAL PILE <br />9 LEAD SECTIONS 1190 LF $54.60 <br />HELICAL PILE <br />10 EXTENSIONS 2436 LF $19.00 <br />TERMINATION <br />11 CAPS 170 EA $150.00 <br />Therefore: <br /> Assume85LFofBoardwalk:85x$182/LF=$15,470.00 <br /> Pileleads=1.17LF/LFofBoardwalk:1.17x85x$54.60/LF=$5,441.17 <br /> Pileextensions=2.4LF/LFofBoardwalk:2.4x85x$19/LF=$3,876.00 <br /> TerminationCaps=0.17/LFofBoardwalk:0.17x85x$150=$2,135.47 <br />Total=$26,922.64 <br />@3%Inflationfrom2016to2022ΑTotal=υЌЋͲЊЍА <br />*Notes:ProposedBoardwalkmaybe6or8feetwide,whilecostestimatebasisis10footwide.This <br />boardwalk,whilewewould <br />shouldreduceprojectedcosts.However,thisbidwasforover1,000LFof <br />bebuildingjustunder100LF.Thiswilllikelydrivetheunitcostsfortheseitemsup.Thenetresultof <br />thesetwothingsmaywashoutormayleanthecostsonewayoranother.Forthisestimateweassume <br />awash. <br />AddEngineeredDrawings:say υЎͲЉЉЉ <br />AddSoilboringsorobservationsbyengineer:say υЌͲЉЉЉ <br />5źƭƦƌğĭĻķƩğźƌ/ƚƭƷƭ <br />From5ĻǝĻƌƚƦĻƩ͸ƭContractorBid <br />Theaboveunitcostpersquarefootincludesthegravelandgrading.Therefore: <br />$2,040 <br /> Assume85LFofTrailΛБ͸Wide):85x8=680SF680SFx$3/SF= <br /> RailingΑυЊͲЎЍБ <br />Total=$2,040+$1,548=υЌͲЎББ <br />bĻƷ9ƭƷźƒğƷĻķ/ƚƭƷƚŅ.ƚğƩķǞğƌƉtƩƚƦƚƭğƌźƭʹ <br />$32,147+$5,000+$3,000$3,588=υЌЏͲЎЎВ <br /> <br />