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<br />f <br /> <br />TABLE llA <br />ESTIMATED PROJECT COST <br />PAWNEE CREEK FLOOD CONTROL IMPROVEMENTS <br />SELECTED PLAN OF IMPROVEMENTS <br /> <br />ITEM <br /> <br />DESCRIPTION <br /> <br />UNIT EST, <br />QTY. <br /> <br />UNIT <br />PRICE <br /> <br />... ~ ., _. ,".' <br /> <br />TOTAL <br />PRICE <br /> <br /> GenernI <br /> Mobilization (Max, 5% ofToUlI Cost) LS <br /> Traffic Control LS <br />2 Standard Levees (indudes raising CR 33 and gravel driveway) <br /> Clearing & Grubbing AC <br /> Remove and Replace Topsoil CY <br /> Fill for Levees CY <br /> Seeding and Revegetation AC <br /> Asphalt on CR 33 (540' x 24') SY <br /> Gravel Replacement on Private Drive CY <br />3 Ring Levees <br /> #1 LS <br /> #2 LS <br /> #3 LS <br />4 Install CulvertS @ U.S. Highway 6 Bridge (southbound lanes only) <br /> Remove Existing Roadway SY <br /> Install (4) 8 Ft, x 20 Ft, RCS'S LF <br /> Erosion Comrol (Type H Riprap) TN <br /> Extend Existing Siphon Structure LS <br />5 Replace U.S. Highwa~ 6 Bridge (Northbound) by CDOT <br /> Remove Existing Roadway SY <br /> New Bridge (207' x 38') SF <br /> Erosion Comrol (Type H Riprap) TN <br />6 Replacement of UPRF. Bridge <br /> ByUPRR LS <br />7 Drop Structure <br /> Concrete Cut-off Wall LS <br /> Type M Riprap TN <br /> Type H Riprap TN <br />8 Channel Improvements Downstream ofUPRR <br /> Concrete Flood Wall (]\ionh Bank) CY <br /> Excavation for Channel CY <br /> Seeding and Revegetation AC <br /> Soil Cement under L:PRR CY <br />9 Springdale Ditch Improvements <br /> 60,inch RCP With Flap Gate LS <br /> <br />11.3 <br />18240 <br />46124 <br />11.3 <br />1440 <br />360 <br /> <br />150 <br />40 <br />275 <br />1 <br /> <br />750 - <br />7366 <br />345 <br /> <br />I <br />]05 <br /> <br />525 <br /> <br />]90 <br />9160 <br />0.2 <br />i50 <br /> <br />S50.000 <br />S50,OOO <br /> <br />$500 <br />52 <br />53 <br />53.500 <br />$12 <br />$15 <br /> <br />$16.300 <br />59,400 <br />S27.600 <br /> <br />54 <br />54.650 <br />535 <br />520,000 <br /> <br />$4 <br />570 <br />S35 <br /> <br />S378.000 <br /> <br />$35.000 <br />5:30 <br />S:30 <br /> <br />5500 <br />$3 <br />S3.499 <br />S20 <br /> <br />S]7.500 <br />subtotal <br /> <br />150/0 Contingency <br />Total Construction Cost <br /> <br />Engineering Costs (12%) <br />Legal. Fiscal & Administration (5%) <br />Land Acquisition <br />Flow Easeme:1t <br /> <br />AC <br />AC <br /> <br />11.3 <br />IS <br /> <br />$2,500 <br />5100 <br /> <br />Total Project Cost <br />TQtaJ Project Cost less item 5 an <br /> <br />44 <br /> <br />S50,000 <br />S50.000 <br /> <br />S5,650 <br />$36,480 <br />$138,372 <br />$39.550 <br />$17,280 <br />$5.400 <br /> <br />$16.300 <br />$9.400 <br />$27,600 <br /> <br />$600 <br />$] 86.000 <br />$9,625 <br />$20.000 <br /> <br />$3,000 <br />$550.620 <br />$12,075 <br /> <br />$378,000 <br /> <br />$35.000 <br />53,150 <br />$15,750 <br /> <br />$95,000 <br />$27,480 <br />$700 <br />$]5,000 <br /> <br />$17,500 <br />51,765,532 <br /> <br />$264,830 <br />52,030,362 <br /> <br />$243,643 <br />5101,518 <br />$28,250 <br />$1,500 <br /> <br />52,405,273 <br />51,135,531 <br /> <br />I <br />I <br /> <br />II <br />nil' <br /> <br />lit <br />f <br /> <br />Ht <br />l~ <br />I <br /> <br /> <br />~ <br /> <br /> <br />II~ <br />