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sheet 1 oft <br />CIRCES Cost Estimating Sotkware <br />TRUCK/LOADER TEAM WORK <br />Agency or organization name :Colorado Division Of Reclamation, Mining And Safety <br />Task # : 097 State :Colorado Permitfjob # : C-80-007 <br />Date : 09/19/2006 County :Gunnison Abbreviation :none <br />User : TAK Site :West Elk Mine Filename :0007-097 <br />Permit or other job action :Permit Renewal RN-O5 <br />Task description :Replace topsoil from <br />HOURLY EQUIPMENT COST <br />Truck loader team -Truck <br />Support equipment -Load area <br />-Dump area <br />Road maintenance -Motor grader <br />-Water truck <br />NSS to RPE <br />Shift basis : 1 per day <br />Equipment Description <br />Generic 10-12 cy, 6x4 <br />CAT 966G (2002) <br />Cat D9R - 9SU (2005) <br />Cat D9R - 9SU (2005) <br />NA <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 loader dozer tlozer NA NA <br />Utilization-machine : 100 96 100 100 NA NA <br />-Ripper attachment : NA NA 0 0 NA NA <br />Ownership cosVhour: $11.86 $29.75 $64.72 $64.72 NA NA <br />Operating cosVhour: $41.22 $36.68 $98.84 $98.84 NA NA <br />Ripper op. cosUhour: NA NA $0.00 $0.00 NA NA <br />Operator cosUhour : $21.75 $32.78 $32.78 $32.78 NA NA <br />Unit subtotals : $74.83 $99.21 $196.34 $196.34 NA NA <br />Number of units : 4 1 1 1 0 0 <br />Group subtotals : Work : $398.51 Support : $392.68 Maintenance : $0.00 <br />Total work team cost/hour : $791.19 <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume: 9,516 CCY factor: 1.125 volume: 10,706 LCY <br />Source of quantity take-off : TR-79; Division estimate <br />Source of estimated swell factor :CAT Handbook <br />Material purchase cost : $0.00 /LCY Total cost : $0 <br />Truck Capacity <br />Truck Payloatl (weight) Basis : Truck Bed (volume) Basis <br />Material weight : 2,550 pounds/LCY Struck volume : 10.00 LCY <br />Descr.: Earth -Dry packed Heapetl volume : 12.00 LCY <br />Rated payload : 35,400 pounds Average volume : 11.00 LCY <br />Payload capacity : 13.88 LCY Adjusted volume': 12.00 LCY <br /> Final truck volume based on number of loader passes : 8.55 LCY <br /> 'truck volume adlusled to not ezceed ratetl payload or heapetl volume <br />Loading Tool Capacity <br />Rated capacity (nom. heaped) : 4.750 LCY <br />Descr.:Other-soil, boulders, roots (80 -100%) <br />Bucket fill factor : 0.900 <br />Adjusted bucket capacity : 4.275 LCY <br /> Truck <br />Altitude adj.: 1.000 <br />Job efficiency : 0.830 <br />Net correction : 0.830 <br />Site altitude (ft.) : 6,300 <br />Loader Source <br />0.920 (Cat HB <br />0.830 (user) <br />0.764 <br />