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sheet 1 of 2 <br />PROJECT IDENTIFICATION <br />Agency or orgai <br />Task #: 161 <br />Date : 0510412009 <br />User : TAK <br />CIRCES Cost Estimating Software <br />TRUCK/LOADER TEAM WORK <br />iization name : Colorado Division Of Reclamation, Mining And Safety <br />State : Colorado Permit/job #: C-80-007 <br />County : Gunnison Abbreviation :none <br />Site : West Elk Mine Filename :0007-161 <br />Permit or other job action : TR-116 <br />Task description : Haul topsoil f/ Syl. Gulch pile #1 to lower mine water pond <br />HOURLY EQUIPMENT COST Shift basis : 1 per day <br />IFnuipment Description <br />Truck/loader team -Truck : <br />-Loader: <br />Support equipment -Load area <br />-Dump area <br />neric 10-12 cy, 6x4 <br />T 966G (2002) <br />D9R - 9SU (2005) <br />D9R - 9SU (2005) <br />Road maintenance -Motor grader <br />-Water truck <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 85 100 100 NA NA <br />-Ripper attachment : NA NA 0 0 NA NA <br />Ownership cost/hour : $12.32 $29.49 $62.35 $62.35 NA NA <br />Operating cost/hour : $43.93 $34.25 $103.27 $103.27 NA NA <br />Ripper op. cost/hour : NA NA $0.00 $0.00 NA NA <br />Operator cost/hour : $21.72 $32.78 $32.78 $32.78 NA NA <br />Unit subtotals : $77.97 $96.53 $198.40 $198.40 NA NA <br />Number of units : 2 1 1 1 0 0 <br />Group subtotals : Work : $252.46 Support : $396.80 Maintenance : $0.00 <br />Total work team cost/hour : $649.26 <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume : 1,613 LCY factor : NA volume : 1,613 LCY <br />Source of quantity take-off :1.1 acres, 1 ft. deep, Exhibit 70 (TR-116 submittal) <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 : <br />Descr.: Top Soil 1,600 pounds/LCY Struck volume : <br />Heaped volume : 10.00 <br />12.00 LCY <br />LCY <br />Rated payload : 35,400 pounds Average volume : 11.00 LCY <br />Payload capacity : 22.12 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 -100%) 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