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sheet 1 of 2 <br />CIRCES Cost Estimatina Software <br />PROJECT IDENTIFICATION <br />Agency or organization name Division Of Reclamation, Mining And Safety <br />Task # : 065 State : Colorado Permit/job # C2009 -087 <br />Date: 0311712010 County : Routt Abbreviation : none <br />User: JHB Site: Peabody Sage Creek Mine Filename : C87 -065 <br />Permit or other job action : New application <br />Task description : remove gravel from North facilities parking area (12) <br />HOURLY EQUIPMENT COST Shift basis: 1 per day <br />ICn on} rincrrin4inn <br />Truck/loader team -Truck <br />-Loader <br />Cat 771D <br />CAT 988G (2005) <br />Support equipment -Load area: <br />-Dump area: <br />NA <br />NA <br />Road maintenance -Motor grader <br />Water truck :Water <br />CAT 14H <br />Tanker, 10,000 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 />loader <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 />0 <br />NA <br />Ownership cost/hour: <br />$43.31 <br />$62.60 <br />NA <br />NA <br />$41.79 <br />$62.58 <br />Operating cost/hour: <br />$64.93 <br />$73.57 <br />NA <br />NA <br />$11.56 <br />$21.28 <br />Ripper op. cost/hour : <br />NA <br />NA <br />NA <br />NA <br />$0.00 <br />$0.00 <br />Operator cost/hour : <br />$22.29 <br />$38.72 <br />NA <br />NA <br />$24.50 <br />$38.70 <br />Unit subtotals : <br />Number of units : <br />$130.53 <br />$174.89 <br />NA <br />NA <br />$77.85 <br />$122.56 <br />6 <br />1 <br />0 <br />0 <br />1 <br />1 <br />Group subtotals : <br />Work : $958.06 <br />Support : $0.00 <br />Maintenance: $200.41 <br />Total work team cosvnour : 07,708.4r <br />,... ...'� 1_.111. .:mar.,., _. <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume: 4,195 CCY factor : 1.090 volume: 4,572 LCY <br />Source of quantity take -off : Map 2.05.3 M1 B, 2.6 ac. X 1 ft. th. <br />Source of estimated swell factor Caterpillar Handbook 40th edition <br />Material purchase cost: $0.00 /LCY Total cost : <br />$0 <br />HOURLY PRODUCTION <br />Truck Capacity: <br />Truck Payload (weight) Basis: <br />Truck Bed (volume) Basis <br />Material weight: 2,400 pounds /LCY <br />Struck volume : <br />26.40 <br />LCY <br />Descr.: Clay and gravel - Dry <br />Heaped volume: <br />36.00 <br />LCY <br />Rated payload : 92,900 pounds <br />Average volume: <br />31.20 <br />LCY <br />Payload capacity : 38.71 LCY <br />Adjusted volume': <br />36.00 <br />LCY <br />Final truck volume based on number of loader passes : <br />27.06 <br />LCY <br />' truck volume adjusted to not exceed rated payload or heaped volume <br />Loading Tool Capacity: <br />Job Condition Corrections: <br />Site altitude (ft.): <br />6,625 <br />Rated capacity (nom. heaped) : 8.200 LCY <br />Truck <br />Loader <br />Source <br />Descr.:Other - rock/dirt mixtures (100 -120%) <br />Altitude adj.: <br />1.000 <br />1.000 <br />(Cat HB) <br />Bucket fill factor : 1.100 <br />Job efficiency :1 <br />0.830 <br />0.830 <br />(1 shift/day) <br />Adjusted bucket capacity : 9.020 LCY <br />Net correction : <br />0.830 <br />0.830 <br />- _ - <br />