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<br />.lI <br /> <br />TABLE II <br />ESTIMATED PROJECT COST <br /> <br />. <br /> <br />PA WNEE CREEK FLOOD CONTROL IMPROVEMENTS - AL TERNA nVE 2, <br /> <br />ITEM <br /> <br />DESCRIPTION <br /> <br />TOTAL <br />PRICE <br /> <br />. <br /> <br />AI <br /> <br />General <br />Mobiiization (Max. 5% ofTatal Cost) <br />Tr::J.r'fic C0ntroI <br />2 Standard Levees (includes raising CR 33 and gravel driveway) <br />Clearing & Grubbing <br />Remove and Rep!ace Topsoil <br />Fill for Levees <br />Sc:eding and Revegetation <br />Asphalt on CR 33 (540' x 24') <br />Gravel Replacement on Private Drive <br />3 Ring Levees <br />"I <br /> <br />-, <br /> <br />. <br /> <br />;:2 <br /> <br />::.) <br /> <br />UNIT EST. <br /> QTY. <br />LS <br />LS <br />AC 11.3 <br />CY 18240 <br />CY 46124 <br />AC 11.3 <br />SY 1440 <br />CY 360 <br />LS <br />LS <br />LS <br /> <br />4 Install Culverts @ U.S. Highway 6 Bridge (southbound and northbound Janes) <br /> <br />r- <br /> <br />Remove Existing Roadway <br />InStall (4) 8 Ft. X 20 Ft. RCB'S <br />Erosion Cuntrol (Type H Riprnp) <br />Extend Existing Sipnon Structure <br />5 Replacement of UPRR Bridge <br />B~' L:PRR <br />6 Drop Structure <br />Concrete Cut,offWall <br />Type \-f Riprap <br />';-pe H R;,orop <br />7 Channel Improvements Dowl1stream of UPRR <br />Concrete Flood '.Vall (North Bank) <br />Exc::lValion for Channel <br />Seeding and Revegetation <br />Soil Cemem under UPRR <br />8 Springdale Ditch Improvements <br />60-inch RCF With Flap Gate <br /> <br />r-- <br /> <br />Engineering C0sts (12%) <br />Legal. Fisc::1i & Administration (5%) <br />LJJ1d ACQUisition <br />Flm... Ease:n::rlt <br /> <br />SY <br />LF <br />-fl\i <br />LS <br /> <br />150 <br />80 <br /> <br />3~5 <br /> <br />LS <br /> <br />LS <br /> <br />1 <br />]05 <br /> <br />TN <br /> <br />TN <br /> <br />,,~.;:; <br /> <br />cv <br />CY <br />flC <br />CY <br /> <br />]90 <br />9160 <br />0.: <br />750.0 <br /> <br />LS <br /> <br />15% Cootingency <br />Total Construction Cost <br /> <br />AC <br />AC <br /> <br />11.3 <br />15 <br /> <br />Total Project Cost <br />Total Projet:t Cost Jess item 5 <br /> <br />43 <br /> <br />UNIT <br />PRICE <br /> <br />$50,000 <br />$50,000 <br /> <br />$500 <br />$: <br />$3 <br />$3,500 <br />$12 <br />$15 <br /> <br />$16,300 <br />59.400 <br />S~7.600 <br /> <br />S4 <br />$4,650 <br /> <br />535 <br /> <br />5:0,000 <br /> <br />S:>78.ooo <br /> <br />$35,000 <br />530 <br />S30 <br /> <br />S500 <br />S3 <br />55.499 <br />$20 <br /> <br />5' 7,500 <br />subtotal <br /> <br />$:,500 <br />$100 <br /> <br />$50,000 <br />$50,000 <br /> <br />S5.650 <br />$36.480 <br />S138.372 <br />S39.550 <br />S 17,280 <br />$5.400 <br /> <br />$ 16,300 <br />$9,400 <br />$:7,600 <br /> <br />$600 <br />$.3 7:. 000 <br />512.075 <br />$20,000 <br /> <br />S378.000 <br /> <br />$35,000 <br />$3,150 <br />S15.750 <br /> <br />$95,000 <br />$:7.480 <br />$700 <br />$] 5,000 <br /> <br />$ i 7,500 <br />51,388.187 <br /> <br />S208.24.3 <br />$1.596.530 <br /> <br />$191.584 <br />$798:6 <br />S28.:50 <br />$1.500 <br /> <br />$1.897.690 <br />$],389,091 <br />