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CIRCES Cost Estimating Software <br />TRUCK/LOADER TEAM WOR <br />sheet 1 of 2 <br />f <br />PROJECT IDENTIFICATION <br />Agency or organization name : Division Of Reclamation, Mining And Safety <br />Task #: 092 State : Colorado Permit/job # : C2009 - 087 <br />Date : 0412812010 County : Routt Abbreviation : none <br />User: JHB Site Peabody Sage Creek Mine Filename : C087 -092 <br />Permit or other job action : New application <br />Task description : clean out sediment from Pond 003, 004, and Pecoco pond <br />MEE <br />. - <br />_WN <br />HOURLY EQUIPMENT COST Shift basis: 1 per day <br />�Eauioment Description <br />Truck/loader team -Truck <br />-Loader <br />Generic 10 -12 cy, 6x4 <br />Cat 330C L <br />Support equipment -Load area : <br />-Dump area: <br />NA <br />NA <br />Road maintenance -Motor grader: <br />-Water truck : <br />NA <br />NA <br />Cost Breakdown: <br />Truck/Loader Work Team <br />Truck I 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 />NA <br />NA <br />% Utilization-machine: <br />100 <br />42 <br />NA <br />NA <br />NA <br />NA <br />- Ripper attachment : <br />NA <br />NA <br />NA <br />NA <br />NA <br />NA <br />Ownership cost/hour : <br />$13.34 <br />$45.38 <br />NA <br />NA <br />NA <br />NA <br />Operating cost/hour : <br />$38.89 <br />$22.67 <br />NA <br />NA <br />NA <br />NA <br />Ripper op. cost/hour : <br />NA <br />NA <br />NA <br />NA <br />NA <br />NA <br />Operator cost/hour : <br />$22.29 <br />$38.72 <br />NA <br />NA <br />NA <br />NA <br />Unit subtotals : <br />Number of units : <br />$74.51 <br />$106.77 <br />NA <br />NA <br />NA <br />NA <br />6 <br />1 <br />0 <br />0 <br />0 <br />0 <br />Group subtotals :1 <br />Work: $553.83 <br />Support : $0.00 1 <br />Maintenance: $0.00 <br />Total work team cost/hour : $553.83 <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume: 579 LCY factor : NA volume: 579 LCY <br />Source of quantity take -off : Maps 2.05.3 -E2B, E2C and E2D, est. 6" deep sediment <br />Source of estimated swell factor NA <br />Material purchase cost: $0.00 /LCY Total cost: $0 <br />HOURLY PRODUCTION <br />Truck Capacity: <br />Truck Payload (weight) Basis: Truck Bed (volume) Basis: <br />Descr. : <br />Material weight: 2,800 pounds /LCY Struck volume <br />- wet Heaped volume <br />Rated payload : 35,400 pounds Average volume <br />Payload capacity: 12.64 LCY Adjusted volume' <br />Final truck volume based on number of loader passes <br />truck volume adjusted to not exceed rated payload or heaped volume <br />Loading Tool Capacity: <br />Rated capacity (nom. heaped) : 2.250 LCY <br />Descr. : Loose material - mixed moist aggregates (95-16 <br />Bucket fill factor: 0.975 <br />Adjusted bucket capacity: 2.194 LCY <br />RE <br />10.00 LCY <br />12.00 LCY <br />11.00 LCY <br />12.00 LCY <br />10.97 LCY <br />Site altitude (ft.) : 7,000 <br />Loader <br />Truck <br />Alt itude adj.: <br />1.000 <br />Job efficiency : <br />0.830 <br />Net correction : <br />0.830 <br />10.00 LCY <br />12.00 LCY <br />11.00 LCY <br />12.00 LCY <br />10.97 LCY <br />Site altitude (ft.) : 7,000 <br />Loader <br />Source <br />1.000 <br />(Cat HB, <br />0.830 <br />(1 shift/da; <br />0.830 <br />