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sheet 1 of 2 <br />CIRCES Cost Estimating Software <br />TRUCK/LOADER TEAM WORK <br />Date <br />User <br />0412912010 <br />JHB <br />County : Routt Abbreviation : none <br />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 />HOURLY EQUIPMENT COST Shift basis: 1 per day <br />�Enuinment Descriotion <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 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 : <br />Work : $553.83 <br />Support: $0.00 <br />Maintenance: $0.00 <br />T 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: <br />Truck Bed (volume) Basis: <br />Material weight: 2,800 pounds /LCY Struck volume : <br />Descr.: Clav - Wet Heaped volume: <br />Rated payload <br />Payload capacity <br />35,400 pounds Average volume: <br />12.64 LCY Adjusted volume *: <br />Final truck volume based on number of loader passes : <br />10.00 <br />7Z.UU <br />11.00 <br />12.00 <br />10.97 <br />_LCY <br />_LCY <br />_LCY <br />_LCY <br />LCY <br />7,000 <br />Source <br />(Cat HB) <br />(1 shift/day) <br />* truck volume adjusted to not exceed <br />rated payload or heaped volume <br />Loading Tool Capacity: <br />Job Condition Corrections : <br />Site altitude (ft.) <br />Rated capacity (nom. heaped) : <br />2.250 LCY <br />Truck <br />Loader <br />Descr. :Loose material -mixed <br />moist aggregates (95 -100 <br />Altitude adj.: 1.000 <br />1.000 <br />Bucket fill factor: <br />0.975 <br />Job efficiency: 0.830 <br />0.830 <br />Adjusted bucket capacity: <br />2.194 LCY <br />Net correction : 0.830 <br />0.830 <br />_LCY <br />_LCY <br />_LCY <br />_LCY <br />LCY <br />7,000 <br />Source <br />(Cat HB) <br />(1 shift/day) <br />