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Demo Worksheet Cont'd <br />Task # TTT <br />Page 14 of 19 <br />CIRCES Cost Estimating Software <br />disposal in excavated <br />pit, 8 in. thick - Max. <br />200 ft. push <br />- Footings <br />130x10 <br />Demo. and on -site <br />disposal in excavated <br />pit, 2.0 ft. x 3 ft. - Max. <br />200 ft. push <br />266.00 <br />LF <br />$19.30 <br />$5,133.80 <br />-Apron <br />130x10 <br />Demo. and on -site <br />disposal in excavated <br />pit, 8 in. thick - Max. <br />200 ft. push <br />1,300.00 <br />SF <br />$2.14 <br />$2,782.00 <br />Office/bathhouse <br />parking lot expansion <br />1,460 sq yds <br />Pavement, bituminous, <br />demolition only - 4 in. <br />to 6 in. thick <br />1,460.00 <br />SY <br />$6.41 <br />$9,358.60 <br />Light poles at <br />bathhouse <br />40 if <br />Powerline or utility line, <br />overhead, wood - <br />Double or "H" pole <br />40.00 <br />LF <br />$5.23 <br />$209.12 <br />Warehouse - <br />Superstructure <br />33x30x11 <br />Bldg. (SN) demo. /on- <br />site disposal in <br />excavated pit - Max. <br />10,000 ft. haul <br />10,890.00 <br />CF <br />$0.18 <br />$1,992.87 <br />-Floor <br />33x30 <br />Demo. and on -site <br />disposal in excavated <br />pit, 8 in. thick - Max. <br />200 ft. push <br />990.00 <br />SF <br />$2.14 <br />$2,118.60 <br />- Footer <br />126 if <br />Demo. and on -site <br />disposal in excavated <br />pit, 2.O ft. x 3 ft. - Max. <br />200 ft. push <br />126.00 <br />LF <br />$19.30 <br />$2,431.80 <br />-Wall <br />(33 +30)x2 <br />Demo. and on -site <br />disposal in excavated <br />pit, 6 in. thick - Max. <br />200 ft. push <br />126.00 <br />SF <br />$1.77 <br />$223.02 <br />Concrete barriers for <br />benches and roads <br />10x2 (120) <br />Railing, roadside <br />guiderail posts only <br />120.00 <br />EA <br />$11.68 <br />$1,401.60 <br />TLO conveyor /pulley <br />- Enclosures <br />23x54x17 <br />Bldg. (SN) demo. /on- <br />site disposal in <br />excavated pit - Max. <br />10,000 ft. haul <br />21,114.00 <br />CF <br />$0.18 <br />$3,863.86 <br />-Floor site 1 <br />23x54 <br />Demo. and on -site <br />disposal in excavated <br />pit, 8 in. thick - Max. <br />200 ft. push <br />1,242.00 <br />SF <br />$2.14 <br />$2,657.88 <br />-Floor site 2 <br />18x6 <br />Demo. and on -site <br />disposal in excavated <br />pit, 8 in. thick - Max. <br />200 ft. push <br />108.00 <br />SF <br />$2.14 <br />$231.12 <br />Site 1 headhouse <br />extension <br />8,044 cf <br />Bldg. (SN) demo. /on- <br />site disposal in <br />excavated pit - Max. <br />10,000 ft. haul <br />8,044.00 <br />CF <br />$0.18 <br />$1,472.05 <br />Site 2 headhouse <br />extension <br />34x15x15 <br />Bldg. (SN) demo. /on- <br />site disposal in <br />excavated pit - Max. <br />10,000 ft. haul <br />7,650.00 <br />CF <br />$0.18 <br />$1,399.95 <br />Guardrails at mine <br />entrance and RPE <br />road <br />750 if <br />Railing, roadside <br />guiderail and posts <br />(posts on 20 ft. centers) <br />750.00 <br />LF <br />$11.04 <br />$8,280.00 <br />Mine entrance gate 1 <br />4x30 <br />Fencing, chain link, <br />30.00 <br />LF <br />$2.35 <br />$70.50 <br />Demo Worksheet Cont'd <br />Task # TTT <br />Page 14 of 19 <br />CIRCES Cost Estimating Software <br />