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<br />TfBLE llA
<br />, ESTlMA TED PROJ:Ecr COST
<br />PAWNEE CREEK FLOOD ~ONTROL IMPROVEMENTS
<br />SELECI1:D PLAl"! OF IMPROVEME:'ITS
<br />
<br />DESCRU'TION
<br />
<br />ITEM
<br />
<br />UNIT EST.
<br />QTY,
<br />
<br />l?AWNEE CREEK OVERFLOW
<br />, ALT. NO. 1
<br />
<br />UNIT
<br />PRICE
<br />
<br />TOTAL
<br />PRICE
<br />
<br />.
<br />
<br />1
<br />
<br />General
<br />Mobilization (Max, 5% a!Toml Cost) LS
<br />Traffio ContTal LS
<br />StAndard Levees (includes rai$inl: CR:J3 and gravel driveway)
<br />Clearing & Grubbins' AC
<br />Remove and Replaoe Topsoil CY
<br />Fill far Levees cy
<br />Seeding and Revegd:llion AC
<br />Asphalt on CR 33 (540' "24') SY
<br />Gravel Replacement on Priv>te Drive cy
<br />Ring Leve..
<br />~ U
<br />~ u
<br />n u
<br />Install Culverts@ U.s, Highway' Bridge (southbound lao.. oilly)
<br />Remove Existing Roadway -,-. SY
<br />Install (4) SF, x20 Ft. RCB'S LF
<br />Erosion Contral (Type H RJpl1lp) TN
<br />Extend Existing Siphon Structure U
<br />Replace U,S. Highway 6 Bridge (Narthbannd) by CDOT
<br />RemOve IWsting Roadway Sy
<br />New Bridge (207' >t38') SF
<br />Erosion Cantrol (Type H Riprap) TN
<br />Replacement of tll'RR Bridge
<br />By UPAA LS
<br />l>top Struoture
<br />Conerete Cut,affWall U
<br />Type M RJprap TN
<br />Type H Riprap TN
<br />Channellmprovements Down_Ill o(WRR
<br />Concr=te Flood Wall (North Banlc) cy
<br />Excavstion for Channel CY
<br />Seeding I\Dd ~eeel8tion AC
<br />Soil Com""t Wldc:r UPAA CY
<br />Sprillgda'o Ditch IDlpnMIDlools
<br />60.inch RCP Wuh Flap Gate 15
<br />
<br />2
<br />
<br />3
<br />
<br />4
<br />
<br />IS
<br />
<br />6
<br />
<br />7
<br />
<br />8
<br />
<br />!l
<br />
<br />11.3
<br />18240
<br />46124
<br />11.3
<br />1440
<br />360
<br />
<br />ISO
<br />40
<br />275
<br />J
<br />
<br />750.
<br />7866
<br />345
<br />
<br />I
<br />105
<br />525
<br />
<br />190
<br />1160
<br />0.2
<br />750
<br />
<br />1
<br />I
<br />
<br />550,000
<br />5S0,OQO
<br />
<br />SSOO
<br />52
<br />$3
<br />$3,500
<br />512
<br />$15
<br />
<br />I
<br />1
<br />1
<br />
<br />$16.300
<br />59.400
<br />527,600
<br />
<br />$.I
<br />$.1,650
<br />S35
<br />520,000
<br />
<br />$.I
<br />570
<br />535
<br />
<br />$378,000
<br />
<br />$35,000
<br />S30
<br />S30
<br />
<br />S500
<br />S3
<br />$3,499
<br />S20
<br />
<br />S17 ,500
<br />subtotal
<br />
<br />15"0 Coadugency
<br />Total Coosl.....tiOD Cost
<br />
<br />Eoginocring C05l$ (12"10)
<br />Legal, Fiscal & Administration (5%)
<br />Land Acquisition
<br />Flow Easement
<br />
<br />AC
<br />AC
<br />
<br />11.3
<br />IS
<br />
<br />S2,500
<br />SIOO
<br />
<br />T olall'roJ.ct Cost
<br />Totsll>ro}..! Cost less it.... 5 aD
<br />
<br />44
<br />
<br />S50,OOO
<br />S50,OOO
<br />
<br />$5,650,
<br />$36,480
<br />S138,372
<br />$39.550
<br />$17.280
<br />$5.400
<br />
<br />516,300
<br />S9,400
<br />$27,600
<br />
<br />$600
<br />S 186,000
<br />$9,625
<br />$20.000
<br />
<br />$3,000
<br />$550,620
<br />$12.075
<br />
<br />5378,000
<br />
<br />$35,000
<br />$3,150
<br />$15.750
<br />
<br />$95,000
<br />$27,480
<br />$700
<br />$15,000
<br />
<br />$17.500
<br />$1,765,532
<br />
<br />$264,830
<br />$2,030,362
<br />
<br />$243,643
<br />$101,518
<br />$28,250
<br />51.500
<br />
<br />S2,405,273
<br />$1.135,531
<br />
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