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sheet 1 of 2 <br />CIRCES Cost Estimatino Software <br />TRUCK/LOADER TEAM WORK <br />Task # <br />Date <br />User: <br />Agency or organization name :DMG <br />04a State :Colorado PermiUjob # : M-1977-424 <br />01/20/2006 County :Garfield Abbreviation :none <br />SSS Site :Logan Wash Filename :M424-04a <br />Permit or otherjob action : SL-01 <br />Task description :Replace 6" of topsoil on upper and research mine benches <br />HOURLY EQUIPMENT COST Shift basis : 1 per day <br />_ (Equipment Description <br />Truck/loader team -Truck :Generic 8-10 cy, 6x4 <br />-Loader :Cat 3458 L - VG Series 11 <br />Support equipment -Load area <br />-Dump area <br />Road maintenance -Motor grader <br />-Water track <br />L(iY - 6S <br />Cost Breakdown : ruck/Loader Work Team <br />Truck 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: 100 98 NA 100 NA NA <br />-Ripper attachment : NA NA NA 0 NA NA <br />Ownership cost/hour: $12.25 $50.69 NA $27.20 NA NA <br />Operating cosOhour: $19.20 $56.30 NA $38.92 NA NA <br />Ripper op. cosUhour : NA NA NA $0.00 NA NA <br />Operator cost/hour: $21.75 $31.97 NA $31.78 NA NA <br />Unit subtotals : $53.20 $138.95 NA $97.91 NA NA <br />Number of units : 7 1 0 1 0 0 <br />Group subtotals : Work : $511.36 Support : $97.91 Maintenance : $0.00 <br />MATERIAL QUANTITIES <br />Initial <br />volume : 3.226 LCY <br />Total work team cosUhour : $609.27 <br />Swell Loose <br />factor : NA volume : 3.226 LCY <br />Source of quantity takeoff :4 acres covered with 6 inches <br />Source of estimated swell factor : NA <br />Material purchase cost : $0.00 /LCY <br />Total cost : $0 <br />Truck Capacity <br />Truck Pavl <br />Descr. <br />ad (weight) Basis : Truck Bed (volume) Basis <br />Material weight : 1,600 pounds/LCY Stmck volume : 8.00 LCY <br />Soil Heaped volume : 10.00 LCY <br />Rated payload : 27,280 pounds Average volume : 9.00 LCY <br />Payload capacity : 17.05 LCY Adjusted volume': 10.00 LCY <br /> Final truck volume based on number of loader passes : 9.41 LCY <br /> 'truck volume adjusted io not exceed ratetl payload or heaped volume p <br />Loading Tool Caoacitv <br />Rated capacity (nom. heaped) : 2.990 LCY <br />Descr.: Other -moist loam (100-170%J <br />Bucket f II factor : 1.050 <br />Adjusted bucket capacity : 3.140 LCY <br />Truck <br />Job efficiency : 0.830 <br />Net correction : 0.805 <br />Site altitude (ft.) : 7, 750 <br />Loatler Source <br />1.000 (Cat HB, <br />0.830 (1 shift/tla~ <br />0.830 <br />