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n <br />Removal of Pad ~? <br />Demolition <br />• Size of pad = 52'x 25'- area of footings <br />= 1,300 ft.' - 486 ft.' <br />= 814 ft.' <br />From page 25 270 - 4400 <br />(12" thick concrete w/average reinforcing) <br />Cost $12.33/ft' <br />814 ft.' x $12.33/ft.' _ <br />Cutting of Beams <br />From page 29 600 - 2.36 <br />(Assume torch cutting 1" steel plate) <br />Cost $2.36/lf <br />10 beams at 52 feet <br />10 x 52 ft.x $2.36/lf = <br />Disposal of Material <br />Footings <br />6 footing x 243 cf/footing x 1/27 = 54 cy <br />Pad <br />814 ft.' x 1 ft. x 1/27 = 30 cv <br />Total = 84 cy <br />pg. 27 430-3200 <br />15.30/cy/10,560 ft.x 2000 ft.= 2.90/cy <br />• 84 cy x $2.90/cy = <br />REMOVAL OF WAREHOUSE <br />25 x 100 x 15 = 37,000 cf = 1,389 cy <br />Demolition <br />pg. 26 350 - 0100 <br />37,500 x $0.14/cf = <br />Disposal <br />pg. 27 430 - 3200 <br />1,389 x $2.90/cy <br />REMOVAL OF LOADING AND POND ACCESS RAMPS <br />pg. 319 item 7000 <br />1 mile round trip haul <br />5 cy wheel loaders 12-20 cy dump trailer <br />Small Ramp 550 cy <br />550 cy x $3.92/cy = <br />Large Ramp 1,200 cy <br />1,200 Cy x $3.92/Cy = <br />2 Pond Access Ramps 340 cy <br />• 340 cy x $3.92/cy = <br />$10,039.00 <br />$ 1,227.20 <br />$ 243.60 <br />$ 5,250.00 <br />$ 4,028.10 <br />$ 2,156.00 <br />$ 4,704.00 <br />$ 1,332.80 <br />2 Revised 09/05/90 <br />