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sheet 1 of 2 <br />CIRCES Cost Estimating Software <br />TRUCK/LOADER TEAM WORK <br />PROJECT IDENTIFICATION <br /> Agency or organization name :DMG <br />Task # : 01d State :Colorado Permitfjob # :M-1977-342 <br />Date : 04/25/2002 County :Clear Creek Abbreviation :none <br />User: ESC Site :Henderson Mine Filename :M342-Otd <br />Per mit or other job action :Reevaluate amount o/required bond <br /> Task description :Excavate W. Ctear Creek Channel & Cover demo. Concrete <br />HOURLY EQUIPMENT COST Shift basis : 1 per day <br /> Equipment Description <br /> TrucWloader team -Truck : Cat 769C (1996) <br /> -Loader : Cat 3308 L <br /> Support equipment -Load area : NA <br /> -Dump area : Cat D8R - 8SU <br /> Road maintenance -Motor grader : NA <br /> -Water truck : NA <br />Cost Breakdown ~ rucWLoad <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 excavate NA dozer NA NA <br />%Utilization-machine : B9 100 NA 100 NA NA <br />. -Ripper attachment : NA NA NA D NA NA <br />Ownership cosvhour: $43.89 $41.55 NA $49.50 NA NA <br />Operating cosVhour : $4225 $44.44 NA $65.98 NA NA <br />Ripper op. cost/hour NA NA NA $0.00 NA NA <br />Operator cosVhour : $24.03 $28.18 NA $27.99 NA NA <br />Unit subtotals : $115.14 $114.17 NA $143.48 NA NA <br />Number of units: 2 7 0 1 0 0 <br />Group subtotals : Work : $344.44 Support : $143.48 Maintenance : $0.00 <br />Total work team cosUhour : $487.92 <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume: 157,500 CCY factor: 1.165 volume: 183,488 LCY <br />Source of quantity take-off :DMG Est. 45'd. ' 700' 1. <br />Source of estimated swell factor : NA <br />Material purchase cost : $O.OD /LCY Total cost : $0 <br />HOURLY PRODUCTION <br />Truck Caoacity <br />Truck Payload (weight) Basis : Truck Bed (volume) Basis <br />Material weight : 2,900 pounds/LCY Struck volume : 22.90 LCY <br />Descr.: Decomposed rock - 50% rock, 50% earth Heaped volume : 30.90 LCY <br />Rated payload : 80,260 pounds Average volume : 26.90 LCY <br />Payload capacity : 27.68 LCY Adjusted capacity : 26.90 LCY <br />Final adjusted truck capacity based on spe cific number of loader passes : 27.58 LCY <br />Loading Tool Caoacity • Job C nditi a ti ns : Site altitude (ff.) : 10,300 <br />Rated capacity (nom. heaped) : 2.250 LCY Truck Loader Source <br />Descr.:Loose material - 1"and over (85 - 90% J Altitude adj.: 0.890 0.950 (Caf HB) <br />Bucket fill factor : 0.875 Job efficiency : O.B30 0.830 (1 shitUday) <br />Adjusted bucket capacity : 1.989 LCY Net correction : 0.739 0.788 <br />