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Demo Worksheet Cont'd <br />Task # TTT <br />Page 15 of 19 <br />CIRCES Cost Estimating Software <br />including posts and <br />fabric - to 6 ft. high <br />Mine entrance gate 2 <br />4x30 <br />Fencing, chain link, <br />including posts and <br />fabric - to 6 ft. high <br />30.00 <br />LF <br />$2.35 <br />$70.50 <br />Fence at NSS (3- <br />strand) <br />2,1001f <br />Fencing, barbed wire, - <br />3 strand <br />2,100.00 <br />LF <br />$1.28 <br />$2,688.00 <br />Remove additional <br />entrance road <br />pavement <br />1936 sy <br />Pavement, bituminous, <br />demolition only - 3 in. <br />thick <br />1,936.00 <br />SY <br />$3.90 <br />$7,550.40 <br />Dozer service facility <br />- Superstructure <br />30x42.6x50 <br />Bldg. (SN) demo. /on- <br />site disposal in <br />excavated pit - Max. <br />10,000 ft. haul <br />63,900.00 <br />CF <br />$0.18 <br />$11,693.70 <br />-Floor <br />42.6x50 <br />Demo. and on -site <br />disposal in excavated <br />pit, 6 in. thick - Max. <br />200 ft. push <br />2,130.00 <br />SF <br />$1.61 <br />$3,429.30 <br />- Footings <br />2x3 <br />Demo. and on -site <br />disposal in existing pit, <br />2.0 ft. x 3 ft. - Max. 200 <br />ft. push <br />73.00 <br />LF <br />$18.82 <br />$1,373.86 <br />- Retaining walls <br />8x25 <br />Demo. and on -site <br />disposal in excavated <br />pit, 12 in. thick - Max. <br />200 ft. push <br />200.00 <br />SF <br />$3.54 <br />$708.00 <br />- Retaining walls <br />12x72 <br />Demo. and on -site <br />disposal in excavated <br />pit, 12 in. thick - Max. <br />200 ft. push <br />864.00 <br />SF <br />$3.54 <br />$3,058.56 <br />-Apron <br />8x12 (24 in <br />thick) <br />Pavement, concrete, <br />demolition only, 7 in. to <br />24 in. thick - Reinforced <br />4.00 <br />CY <br />$112.00 <br />$448.00 <br />-Apron <br />8x12 (24 in <br />thick) <br />Pavement, concrete, <br />demolition only, 7 in. to <br />24 in. thick - Reinforced <br />5.00 <br />CY <br />$112.00 <br />$560.00 <br />Materials storage <br />bench - Concrete <br />ditches <br />1,626 sf <br />Demo. and on -site <br />disposal in excavated <br />pit, 8 in. thick - Max. <br />200 ft. push <br />1,626.00 <br />SF <br />$2.14 <br />$3,479.64 <br />- Surface area asphalt <br />14,520 syds <br />Pavement, bituminous, <br />demolition only - 4 in. <br />to 6 in. thick <br />14,250.00 <br />SY <br />$6.41 <br />$91,342.50 <br />- Building walls <br />320 sf <br />Demo. and on -site <br />disposal in excavated <br />pit, 10 in. thick - Max. <br />200 ft. push <br />320.00 <br />SF <br />$2.95 <br />$944.00 <br />Locker room addition <br />- Superstructure <br />10x61 <br />Bldg. (SN) demo. /on- <br />site disposal in <br />excavated pit - Max. <br />10,000 ft. haul <br />51,240.00 <br />CF <br />$0.18 <br />$9,376.92 <br />-Floor <br />10x84 <br />Demo. and on -site <br />disposal in excavated <br />pit, 4 in. thick - Max. <br />200 ft. push <br />840.00 <br />SF <br />$1.07 <br />$898.80 <br />- Footings <br />1x2 <br />Demo. and on -site <br />disposal in excavated <br />pit, 1.0 ft. x 2 ft. - Max. <br />200 ft. push <br />188.00 <br />LF <br />$6.43 <br />$1,208.84 <br />Demo Worksheet Cont'd <br />Task # TTT <br />Page 15 of 19 <br />CIRCES Cost Estimating Software <br />