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sheet t of 2 <br />PROJECT I~NTIFICATION <br />CIRCES Cost Estimating Software <br />TRUCK/LOADER TEAM WORK <br /> Agency or organization name : DMG <br />Task # : 06c State :Colorado Permitlob # :M-1977-342 <br />Date : 06/27/2002 County :Grand Abbreviation :none <br />User: ESC Site :Henderson Mine Filename :M342-06c <br />Permit or other job action :Reevaluate amount of required bond <br />Task description :Excavate Sediment from East Branch Reservoir & Haul to Tailings Pond <br />HOURLY EQUIPMENT COST <br />Trucklloader team -Truck <br />-Loader <br />Support equipment -Load area <br />-Dump area <br />Road maintenance -Motor grader <br />-Water truck <br />Shift basis : 1 per day <br />r 988E std. lift <br />D8R - 8SU <br />Cost Breakdown • Truck/Load <br />Truck er Work Team <br />Loading Tool Support Equipment <br />Load Area Dump Area Road Maintenance Equipment <br />Motor Grader Water Truck <br />Import data filename : truck2 loader dozer NA NA NA <br />Utilization-machine : 90 100 100 NA NA NA <br />-Ripper attachment: NA NA 0 NA NA NA <br />Ownership cosVhour : $43.89 $44.45 $49.50 NA NA NA <br />Operating cost/hour : $4774 $63.29 $65.98 NA NA NA <br />Ripper op. cosVhour : NA NA $0.00 NA NA NA <br />Operator cosUhour : $24.03 $28.18 $2799 NA NA NA <br />Unit subtotals: $115.66 $135.92 $143.48 NA NA NA <br />Number of units : 5 1 1 0 0 0 <br />Group subtotals : Work : $714.24 Support : $143.48 Maintenance : $0.00 <br />Total work team cost/hour : $857.71 <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume: 78,796 LCY factor: NA volume: 18,796 LCY <br />Source of quantity take-off :Operator Estimate (6' depth) <br />Source of estimated swe{I factor : NA <br />Material purchase cost : $0.00 /LCY Total cost : SO <br />HOURLY PRODUCTION <br />Truck Caoacity <br />Truck Payload (weight) Basis <br />Truck Bed (volume) Basis <br />Material weight : 2, 700 pounds/LCY Struck volume <br />Descr.: Earth -wet excavated Heaped volume <br />Rated payload : 80,260 pounds Average volume <br />Payload capacity : 29.73 LCY Adjusted capacity <br />Final adjusted truck capacity based on specific number of loader passes <br />Loading Tool Caoacity • <br />Rated capacity (nom. heaped) : 8.000 LCY J o Iona aon corre nor <br />Truck <br />Descr.:Other-moist loam (100-110%) Altitude adj.: 0.970 <br />Bucket fill factor : 1.050 Job efficiency : 0.830 <br />Adjusted bucket capacity : 8.400 LCY Net correction : 0.805 <br />19.52 LGT <br />30.90 LCV <br />25.21 LCY <br />25.27 LCY <br />25.20 LCY <br />Site altitude (ff.) : 8,500 <br />Loader Source <br />1.000 (Cat HB <br />0.830 (user) <br />0.830 <br />