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<br />--~ - -~-"""p- <br /> <br />- <br /> <br />- <br /> <br />-" <br />~ ~..~-,...-....-..-..- <br /> <br />TABLE IIA <br />ESTIMATED PROJECT COST <br />PA WNEE CREEK FLOOD CONTROL IMPROVEMENTS <br />SELECfED PLAN OF IMPROVEMEJI.'TS <br /> <br />ITEM DESCRIPTION UMT EST. UNIT TOTAL <br /> QTY. PRICE PRICE <br /> General <br /> Mobilization (Max. 5% ofTota! Cost) LS 550,000 550.000 <br /> Traffic Control LS 550,000 S50.000 <br />2 Standard Levees (includes raising CR 33 and gravel driveway) <br /> Clearing & Grubbing AC 11.3 5500 55.650 <br /> Remove and Replace Topsoil CY 18240 52 536.480 <br /> Fill for Levees CY 46i:24 $3 $138.372 <br /> Seeding and Revegetation AC 11.3 $3,500 539.550 <br /> Asphalt on CR 33 (540' x 24') SY 1440 $12 $17,280 <br /> Gravel Replacement on Private Drive CY 360 $15 $5.400 <br />3 Ring Levees <br /> #1 LS 516.300 $16.300 <br /> "0 LS $9.400 59.400 <br /> "- <br /> #3 LS 527.600 527.600 <br />4 InstaU Culverts @ U.S. Highway 6 Bridge (southbound lanes only) <br /> Remove Existing Roadway SY 150 54 5600 <br /> Install (4) 8 Ft. x 20 FI. RCB'S LF 40 S4.650 $ J 86,000 <br /> Erosion Control (Type H Riprap) TN 275 $35 59,625 <br /> Extend Existing Siphon Structure LS I 520.000 520.000 <br />5 Replace V.S. Highway 6 Bridge (Northbound) by CDOT <br /> Remove Existing Roadway SY 750 54 53.000 <br /> New Bridge (207' x 38') SF 7866 570 $550.620 <br /> ErOSion Control (Type H Riprap) TN 345 535 512.075 <br />6 Replacement of UPRR Bridge <br /> By UPRR LS $378.000 $378.000 <br />7 Drop Structure <br /> Concrete Cut-off Wall LS I $35.000 $35.000 <br /> Type M Riprap TN 105 $30 $3,150 <br /> Type H Riprap TN 525 $30 515,750 <br />8 Channel Improvements Downstream of VPRR <br /> Concrete F/ood WaU (North Bank) CY 190 $500 595,000 <br /> Excavation for Channel CY 9160 $3 527.480 <br /> Seeding and Revegetation AC 0.2 $3.499 5700 <br /> Soil Cement under UPRR CY 750 520 S15,000 <br />9 Springdale Ditch Improvements <br /> 60-inch RCP With Flap Gate LS $17.500 $17.500 <br /> subtotal $1.765.532 <br /> 150/0 Contingency 5264,830 <br /> Total Construction Cost $::,030,362 <br /> Engineering Costs (12%) $243.643 <br /> Legal. Fiscal & Administration (5%) $10/,518 <br /> Land Acquisition AC 11.3 $2.500 $28,250 <br /> Flow Easement AC /5 5100 $ 1.500 <br /> Total Project Cost $2.,405,273 <br /> TotaJ Project Cost les.s item 5 .an $1,135,531 <br /> 44 <br /> <br />. <br />l <br />. <br />l- <br />t <br /> <br />t <br /> <br />, <br /> <br />1 <br />t <br />: <br /> <br />t <br /> <br />t <br />, <br /> <br />r <br />, <br /> <br />;, <br /> <br />i <br />; <br />I <br />\. <br />I <br /> <br />. . <br />