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sheet 1 of 2 <br />Permit or other job action :Final Reclamation Liability Estimate AM-03 <br />Task description : dispose of footers and mine related debris <br />HOURLY EQUIPMENT COST Shift basis : 1 per day <br />Truck/loader team -Truck : Generic 8-10 cy, 6x4 <br />-Loader : CAT 938G (2003) <br />Support equipment -Load area <br />-Dump area <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 NA NA NA NA <br />% Utilization-machine : 100 52 NA NA NA NA <br />-Ripper attachment : NA NA NA NA NA NA <br />Ownership cost/hour : $10.10 $22.39 NA NA NA NA <br />Operating cost/hour : $31.23 $12.67 NA NA NA NA <br />Ripper op. cost/hour : NA NA NA NA NA NA <br />Operator cost/hour : $22.29 $38.54 NA NA NA NA <br />Unit subtotals : $63.61 $73.59 NA NA NA NA <br />Number of units : 4 1 0 0 0 0 <br />Group subtotals : Work : $328.05 Support: $0.00 Maintenance : $0.00 <br />Total work team cost/hour : $328.05 <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume : 250 CCY factor : 1.215 volume: 304 LCY <br />Source of quantity take-off :inspection estimates <br />Source of estimated swell factor :na <br />Material purchase cost : $0.00 /LCY Total cost : $0 <br />HOURLY PRODUCTION <br />Truck Capacity : <br />Truck Pavload (weight) Basis : Truck Bed (volume) Basis : <br />Material weight : 3,300 pounds/LCY Struck volume : <br />Descr. :Decomposed rock - 75% Rock, 25% Earth Heaped volume : <br />Rated payload : 27,280 pounds Average volume: <br />Payload capacity : 8.27 LCY Adjusted volume*: <br />Final truck volume based on number of loader passes <br />truck volume adjusted to not exceed rated payload or heaped volume <br />Loading Tool Capacity : Job Condition Corrections : <br />Rated capacity (nom. heaped) : 3.250 LCY Truck <br />Descr.:Other - cemented materials (85 - 95%) Altitude adj.: 1.000 <br />Bucket fill factor : 0.900 Job efficiency : 0.830 <br />Adjusted bucket capacity : 2.925 LCY Net correction : 0.830 <br /> <br />8.00 <br />10.00 <br />9.00 <br />8.27 <br />5.85 <br />Site altitude (ft.) <br />Loader <br />1.000 <br />0.830 <br />0.830 <br />LCY <br />LCY <br />LCY <br />LCY <br />LCY <br />5,730 <br />Source