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<br />EnglneeMgCosts(12%)
<br />Legal,Fiscal& Admlnislratlon (5%)
<br />Land Acqu>s.t'on (Chaflnel& Leveesj
<br />
<br />AC
<br />
<br />$2,500
<br />
<br />$241,554
<br />$100,648
<br />$85,000
<br />
<br /> ,.. Unit Quantitly Unit Cost Cost
<br />. Genera'
<br /> Moool'"al",n " " $5J,OOO $50,000
<br /> T'"fficCon"OI " " 550,000 $50,000
<br />, Charm.',
<br /> Clearin;&Grubbing ^' '" ,~ $5.000
<br /> Rerno"~ and ReplacaTop>a<1 " 16200,0 " $32,400
<br /> Oveo11owchan. eastofr,"lroa~toS PlatteRi. " 67100.0 " $201,300
<br /> Cnannel!lOl>tnofCR24 " 5000,0 ~ $1S,rv::
<br /> SeedingMClR.'eg~taMn ^' ,., U~"" 535000
<br /> . . .. ..~
<br />, RailfOlldCro..,ng
<br /> Boxcul.ertat,",lrOa<l " " $150,000 $150,000
<br />, S!andardLe.ees(50.yrwostolUSHwy eo
<br /> CI.arll\g& G<\Jbbing ^' " ,~ $2,850
<br /> Rerno.e aM Replace Topsoil " 92000 " $18400
<br /> Earthworl<'Oi'leveenMhofCR24 " 9500,0 " $28,500
<br /> Riprap Slope Prolection " '""" ';0 $180,000
<br /> :::ernng""dRev.~!Ion ^' " $3500 S199~~
<br /> RoadGlv'Ure " " $25,000 <::',000
<br />, Ditch CfO$SIC.~ , I
<br /> Sterling No, 1 Oitc,'Crowng I " " $30,000 530,000
<br /> c.
<br />0 Ring Le"M' ,
<br /> " " " $t6,3QO S16,300
<br /> " " " '"''" $9,400
<br /> " " " $:U,WC S?7,~1)(I
<br />, Cu""'rts@USHwy ;
<br /> Rernove Ex"tor,g Ro"dway " ,~O ~ $600
<br /> Ins:a"4S'x20'RCBCutvcl': " "" $.4,550 $372000
<br /> E'osionCnoIrol(TyP<' H Rlpr"~,I m 34~0 $35 $12,01~
<br /> EX1end EXlStiong Slphorl St,uclur~ " " $20.000 $20,000
<br />" OropStructUfe
<br /> Co"':rateCUl-{)~Wa" " ',0 $35000 $35,000
<br /> TypeMR'p'ap " t05,0 "" 53.150
<br /> lypcHRlprap m 5250 'W $15,750
<br />" r.MnMlIMprovement<Oown't'earnofUPRR
<br /> CcncreteFIooaWaJI n 100.0 ,~ $95,000
<br /> Exc<..,~tion ForChanflel " 91600 " $27.480
<br /> Seed'ng arld Revegelation " " $3,499 ,n"
<br /> $vj:Cem&nlundoNUPRR " 70-.'10 S2~ $15,000
<br />1fl Srn"O""'p [1;'ch Imomvpm<>""
<br /> SC-Incn RCP W\ll Flap G.ate " " 817,500 $17,500
<br />
<br />Table 7
<br />Preliminary Cost Estimate
<br />AlternativeNos
<br />50-yr. Levees Along Pawnee Creek, with
<br />Cemetery Levee/Channel, 0100 = 1400 cfs
<br />
<br />Table 6
<br />Preliminary Cost Estimate
<br />Alternative No.4
<br />Cemetery Levee/Channel, Q100 = 5000 cfs
<br />
<br /> Item Unit Quantity Unit Cost Cost
<br />, General
<br /> Mobilization L" , 550.000 $50,000
<br /> TratficCont'ol '" , $50.000 $50,000
<br />, Channel.
<br /> Clearing & Grubbing ^C " $500 $12,000
<br /> Remove and Replace Topsoil C' 38.720 52 $77.440
<br /> Over1k)wchan, east 01 railroad toS ?latteR,Y. C' 203.000 S; $609,000
<br /> Ch~nnelsouthofCR24 n 5.000 S; $15,000
<br /> Seed,ngandReyegetation AC " $3,500 $84,000
<br />3 County Road Modihcahons " ,,," 5W $21.000
<br />, Pr;vale Drive Modifications " 200" W $60.000
<br />5 ConcreteFIOOdwall
<br /> Cone Floodwallso~th olCR24 n 'W 55'" $185,000
<br />; RallroadCrossin9
<br /> I:!oxculvert at railroad '" , $450,000 $450,000
<br />, Levees
<br /> Cle~ring& GrlJbblng AC , $500 $1,000
<br /> RemovealldReplaceTopso,' C' 3,227 " $,454
<br /> E~rthwOfkfQfleveellorthofCR24 n 7,500 $3 522,500
<br /> SeeGl~g and RevegetallQ~ AC , $3500 $7,000
<br /> ROadClosLife '" , $25.000 525,000
<br />8 DltchCrOSSlrJg
<br /> Sterling No. 1 Ditch Crossing '" , $75,000 $75,000
<br />
<br />Subtotal
<br />15% Contingency
<br />
<br />$1,750,394
<br />$Llj~,;;b\)
<br />
<br />Subtotal Co~str~ctlon Cost
<br />
<br />$2,012,953
<br />
<br />"
<br />
<br />TotalProjectCosl
<br />
<br />$2.420.155
<br />
<br />Subtotal
<br />15%CQnMg<lfICY
<br />
<br />$1510,955
<br />$226643
<br />
<br />SUhl0l3ICon81ruollonCM' S1l3l,5gS
<br />
<br />25
<br />
<br />cn~;"~~llng (;0.:>\12%)
<br />Legal,F"c.'&Ad",'~'Wa'J01':5'Yoi
<br />Land A<;q~"':'on IChao",,' & L~va~s)
<br />
<br />"
<br />
<br />2500.0
<br />
<br />~
<br />
<br />:;~W~1Z
<br />SSS,adQ
<br />$65,000
<br />
<br />TOlaIP,ojectCo.t
<br />
<br />51097,990
<br />
<br />Jb
<br />
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