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sheet 1 of 2 <br />CIRCES Cost Estimating Software <br />PROJECT IDENTIFICATION <br />Agency or organization name: Division Of Reclamation, Mining And Safety <br />Task #: 061 State : Colorado Permitijob #: C1981 -028 <br />Date : 0910312010 County :Weld Abbreviation :none <br />User: JHB Site :Keenesburg Mine Filename :CO28 -061 <br />Permit or other job action : SL5 <br />Task description: Clean sediment from Pond 2, dispose in Pit B <br />HOURLY EQUIPMENT COST _ Shift basis: m1 per day _ ~ <br />�Fni iinmant rlascrintinn <br />Truck/loader team -Truck: <br />-Loader: <br />Generic 8 -10 cy, 6x4 <br />Cat 320C <br />Support equipment -Load area : <br />-Dump area :NA <br />NA <br />/LCY Total cost : <br />Road maintenance -Motor grader: <br />-Water truck :Water <br />CAT 14H <br />Tanker, 3,500 Gal. <br />Cost Breakdown : <br />Truck/Loader Work Team <br />Truck Loading Tool <br />Support Equipment <br />Load Area Dump Area <br />Road Maintenance Equipment <br />Motor Grader Water Truck <br />Import data filename: <br />truck2 <br />excavate <br />NA <br />NA <br />grader <br />misctruk <br />% Utilization-machine: <br />100 <br />96 <br />NA <br />NA <br />25 <br />25 <br />- Ripper attachment: <br />NA <br />NA <br />NA <br />NA <br />NA <br />NA <br />Ownership cost/hour : <br />$10.10 <br />$26.97 <br />NA <br />NA <br />$41.68 <br />$11.98 <br />Operating cost/hour : <br />$33.39 <br />$34.68 <br />NA <br />NA <br />$12.15 <br />$6.08 <br />Ripper op. cost/hour : <br />NA <br />NA <br />NA <br />NA <br />$0.00 <br />NA <br />Operator cost/hour : <br />$24.75 <br />$38.72 <br />NA <br />NA <br />$38.91 <br />$38.70 <br />Unit subtotals : <br />Number of units : <br />$68.23 <br />$100.37 <br />NA <br />NA <br />$92.74 <br />$56.76 <br />4 <br />1 <br />0 <br />0 <br />1 <br />1 <br />Group subtotals :1 <br />Work: $373.30 <br />Support: $0.00 <br />Maintenance :__j149.50 <br />Total work team cost/hour: "ZZ. ry <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume: 486 LCY factor : NA volume : 486 LCY <br />Source of quantity take -off : Coors site plan map (110311997) assume 4" deep sediment <br />Source of estimated swell factor: NA <br />5,000 <br />Loader <br />Source <br />Material purchase cost : $0.00 <br />/LCY Total cost : <br />$0 <br />(1 shif 1day) <br />0.830 <br />HOURLY PRODUCTION <br />Truck Capacity: <br />Truck Payload (weight) Basis: <br />Truck Bed (volume) Basis: <br />Material weight: 3,400 pounds /LCY <br />Struck volume : <br />8.00 <br />LCY <br />Descr.: Sand and gravel - Wet <br />Heaped volume: <br />10.00 <br />LCY <br />Rated payload : 27,280 pounds <br />Average volume: <br />9.00 <br />LCY <br />Payload capacity: 8.02 LCY <br />Adjusted volume': <br />8.02 <br />LCY <br />Final truck volume based on number of loader passes : <br />6.49 <br />LCY <br />Loading Tool Capacity: <br />Rated capacity (nom. heaped) : <br />Descr.: Loose material - mixed <br />Bucket fill factor: <br />Adjusted bucket capacity <br />"truck volume adjusted to not exceed rated payload or heaped volume <br />Job Condition Correction <br />2.220 LCY Truck <br />,noist aggregates (95 -100 Altitude adj.: 1.000 <br />0.975 Job efficiency: 0.830 <br />2.165 LCY Net correction : 0.830 <br />Site altitude (ft.) : <br />5,000 <br />Loader <br />Source <br />1.000 <br />(Cat HB) <br />0.830 <br />(1 shif 1day) <br />0.830 <br />