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PROJECT NAIVE: <br />JOB NO.: <br />DATE OF ESTIMATE: <br />PREPARED BY: <br />LOCATION/DESCRIPTION: <br />CONSTRUCTION COST ESTIMATE <br />Proposed 80th Street Ventures, Inc. Project <br />10754 <br />June 2, 2004 <br />Ali Sadr <br />Site Development Construction Cost Estimate <br />rre�l <br />NO. <br />D11SURIP'IION <br />QI!:tN.IIII. <br />KNIT <br />UNIT PRICE <br />COST <br />I. <br />Mobilization <br />I <br />IS <br />SIO,000.00 <br />S10,000 <br />' <br />Clearing <br />5.0 <br />AC <br />$5,000.00 <br />S25,000 <br />3. <br />Strip Top Soil <br />4,000 <br />CY <br />S3.00 <br />$12,001) <br />4. <br />Rough Excavation / Embankment <br />7,400 <br />CY <br />$4.00 <br />$29,600 <br />S. <br />Temporary Construction Entrance <br />1 <br />EA <br />S4,000.00 <br />S4,000 <br />6. <br />Mirali Silt Fence <br />2,200 <br />LF <br />$4.00 <br />S8,800 <br />7. <br />H drosecding <br />I <br />AC <br />S1,200.00 <br />S1,200 <br />8. <br />Temporary Interceptor Dilch <br />1,200 <br />LF <br />S2.00 <br />S2,400 <br />9. <br />Temporary Sediment Pond <br />I <br />LS <br />S5,000.00 <br />S5,000 <br />10. <br />8-Inch Storm Pie <br />650 <br />LF <br />S16,001 <br />$10,400 <br />11. <br />12-Inch Storm Pie <br />1.700 <br />LF <br />S20.00 <br />S34,000 <br />12. <br />18-Inch Slorm Pie <br />310 <br />LF <br />S30.00 <br />$9.300 <br />13. <br />Type I Catch Basin <br />24 <br />1- <br />,A <br />SI,000.06 <br />S24,000 <br />14, <br />Type 11 - 48-Inch Catch Basin <br />2 <br />EA <br />S1,500.06 <br />S300 <br />15. <br />Storm Drain Clean Out <br />19 <br />I"A <br />S 150.00 <br />$2,850 <br />16. <br />Detention Vault <br />I <br />LS <br />S130,000.00 <br />$130,000 <br />17. <br />Water Quality Vault <br />I <br />1.5 <br />$15,000.00 <br />SI5000 <br />18. <br />AC Pavement <br />13,800 <br />SY <br />$12.50 <br />$172,500 <br />19. <br />Concrete Sidewalk <br />6,000 <br />SF <br />52.50 <br />S15,000 <br />20. <br />Drivewa • <br />100 <br />1,17 <br />S25.00 <br />$2,500 <br />21. <br />8-Inch Sanitary Sew r Pi c <br />314 <br />LF <br />S25.00 <br />$7,850 <br />22 ISanilary <br />Sewer Manhole <br />2 <br />EA <br />S2,000.00 <br />nooll <br />1 al'2 <br />10734 009.%is IAsaepl <br />