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CIRCES Cost Estimating Software <br />TRUCK/LOADER TEAM WORK <br />sheet 1 of 2 <br /> Agency or organization name : DMG <br />Task # : 07a State :Colorado PermiUjob # : M-1977-424 <br />Date : 01/20/2006 County :Garfield Abbreviation :none <br />User : SSS Site :Logan Wash Filename :M424-07a <br /> <br />Permit or otherjob action :SL-Of <br /> Task descdption :Replace 6" topsoil on lower mine bench <br /> <br />HOURLY EQ UIPMENT COST Shift basis : 1 per day <br />-Loader <br />Support equipment -Load area <br />-Dump area <br />Road maintenance -Motor grader <br />-W ater truck <br />~eric 8-10 cy, 6x4 <br />3458 L - VG Series II <br />D6R LGP-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 flename : 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 cosUhour: $1225 $50.&9 NA $2720 NA NA <br />Operating cosOhour : $19.20 $56.30 NA $38.92 NA NA <br />Ripper op. cosOhour: NA NA NA $0.00 NA NA <br />Operator cosUhour. $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 /> Total work team cosUhour : $609.27 <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume: 4,436 LCY factor: NA volume: 4,436 LCY <br />Source of quan tity take-off :TR-07 <br />Source of estimated swell factor : NA <br />Material pu rchase cost : $0.00 /LCY Total cost : $0 <br />HOURLY PRODUCTION <br />Truck Caoacity <br />Truck Payload {weight) Basis : Truck Bed (volume) Basis <br />Material weight : 1,600 pounds/LCY Stmck volume : 8.00 LCY <br />Descr.: Top 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 to not exce ed rated payload or heaped volume <br />Loading Tool Capacity : Job Con ition Corrections : Site altitude (ft.) : 7,750 <br />Rated capacity (nom. heaped) : 2.990 LCY Truck loader Source <br />Descr.:Other- moist loam (100-110%) Altitude adj.: 0.970 1.000 (Cat HB) <br />Bucket fIl factor : 1.050 Job efficiency : 0.830 0.830 (1 shifUday) <br />Adjusted bucket capacity : 3.140 LCY Net correction : 0.805 0,830 <br />