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CIRCES Cost Estimating Software <br />TRUCK/LOADER TEAM WORK <br />D9R - 9SU <br />PROJECT IDENTIFICATION <br />Agency or organization name: CDRMS <br />Task #: 203 -11d- State : Colorado Permit/job # : C-80-007 <br />Date : 1213012008 County : Gunnison Abbreviation :none <br />User : TAK Site : West Elk Mine Filename : 0007-115 <br />Permit or other job action :Midterm Review 6 <br />Task description : Haul cover material to RPE area <br />HOURLY EQUIPMENT COST Shift basis : 1 per day <br />lEauiDment Description <br />Truck/loader team -Truck : Generic 10-12 cy, 6x4 <br />-Loader : CAT 966G <br />Support equipment -Load area <br />-Dump area <br />Road maintenance -Motor grader <br />-Water truck <br />D9R - 9SU <br />sheet 1 of 2 <br />Cost Breakdown : Truck/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 dozer NA NA <br />% Utilization-machine : 100 100 100 NA NA <br />-Ripper attachment : NA NA 0 0 NA NA <br />Ownership cost/hour : $16.52 $28.46 $51.07 $51.07 NA NA <br />Operating cost/hour : $21.86 $0.00 $93.97 $93.97 NA NA <br />Ripper op. cost/hour : NA NA $0.00 $0.00 NA NA <br />Operator cost/hour : $21.72 $31.83 $31.83 $31.83 NA NA <br />Unit subtotals : $60.10 $60.30 $176.87 $176.87 NA NA <br />Number of units : 4 1 1 1 0 0 <br />Group subtotals : Work : $300.69 Support : $353.73 Maintenance : $0.00 <br />Total work team cost/hour : <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume : 29,433 CCY factor : 1.335 volume: <br />Source of quantity take-off : DRMS estimate <br />Source of estimated swell factor : CAT Handbook <br />Material purchase cost : $0.00 /LCY Total cost : $0 <br />HOURLY PRODUCTION _ <br />Truck Capacity : <br />Truck Payload (weight) Basis : Truck Bed (volume) Basis : <br />Material weight : 2,900 pounds/LCY Struck volume : 10.00 LCY <br />Descr.: Decomposed rock - 50% Rock, 50% Earth Heaped volume : 12.00 LCY <br />Rated payload : 35,400 pounds Average volume : 11.00 LCY <br />Payload capacity : 12.21 LCY Adjusted volume': 12.00 LCY <br /> Final truck volume based on number of loader passes : 8.55 LCY <br /> ' truck volume adjusted to not exce ed rated payload or heaped volume <br />Loading Tool Capacity : Job Condition Corrections : Site altitude (ft.) : 6,300 <br />Rated capacity (nom. heaped) : 4.750 LCY Truck Loader Source <br />Descr.: Other - soil, boulders, roots (80 -1009/o) Altitude adj.: 1.000 0.920 (Cat HB) <br />Bucket fill factor : 0.900 Job efficiency : 0.830 0.830 (1 shift/day) <br />Adjusted bucket capacity: 4.275 LCY Net correction : 0.830 0.764 <br />$654.43 <br />39.293 LCY