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sheet 1 of 2 <br />CIRCES Cost Estimating Software <br />PROJECT IDENTIFICATION <br />Generic 7 -8 cy, 44 <br />Agency or organization name CDRMS <br />Task #: 31c <br />State : Colorado <br />Date : 051202008 <br />County : Plata <br />User: TAK <br />Site Carbon Junction Mine <br />Permit or other job action : RN -03 <br />Task description : Install riprap in reconstnicted channel at pond #2 <br />..................... <br />HOURLY EQUIPMENT COST Shift basis I per y <br />�Fnninnnant nascrintinn <br />Truck/loader team -Truck: <br />- Loader : <br />Generic 7 -8 cy, 44 <br />CAT 98OG (200 1) <br />Support equipment -Load area : <br />-Dump area: <br />NA <br />NA <br />Road maintenance -Motor grader <br />-Water truck : <br />NA <br />NA <br />Cost Breakdown : <br />Truck/Loader Work Team <br />Truck Loading Tool <br />Support Equipment <br />Load Area Dump Area <br />Road Maintenance Equipment <br />Motor Grader Water Truck <br />Import data filename : <br />truck2 <br />loader <br />NA <br />NA <br />NA <br />NA <br />% Utilization-machine: <br />100 <br />56 <br />NA <br />NA <br />NA <br />NA <br />- Ripper attachment: <br />NA <br />NA <br />NA <br />NA <br />NA <br />NA <br />Ownership cost/hour: <br />$8.67 <br />$34.94 <br />NA <br />NA <br />NA <br />NA <br />Operating cost/hour : <br />$25.07 <br />$31.42 <br />NA <br />NA <br />NA <br />NA <br />Ripper op. cost/hour : <br />NA <br />NA <br />NA <br />NA <br />NA <br />NA <br />Operator cost/hour: <br />$21.72 <br />$32.96 <br />NA <br />NA <br />NA <br />NA <br />Unit subtotals : <br />Number of units :1 <br />$55.45 <br />$99.33 <br />NA <br />NA <br />NA <br />NA <br />3 <br />1 <br />0 <br />0 <br />0 <br />1 0 <br />Group subtotals :1 <br />Work: $265.67 <br />Support : $0.00 <br />Maintenance : $0.00 <br />Total work team cost/hour: $265.67 <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume: 56 LCY factor : NA volume: 56 LCY <br />Material weight <br />Descr.: Sand <br />Rated payload <br />Payload capacity <br />Permit/job # C - 92 - 080 <br />Abbreviation : none <br />Filename : C080 -31c <br />2,550 pounds /LCY Struck volume : <br />Heaped volume: <br />20,300 pounds Average volume: <br />7.96 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 Correctiol <br />Rated capacity (nom. heaped) : 7.000 LCY Truck <br />Descr.: Other - soil, boulders, roots (80 -100%) Altitude adj.: 1.000 <br />Bucket fill factor: 0.900 Job efficiency: 0.830 <br />Adjusted bucket capacity : 6.300 LCY Net correction : 0.830 <br />7.00 LCY <br />8.00 LCY <br />7.50 LCY <br />7.96 LCY <br />6.30 LCY <br />Site altitude (ft.) : 7,000 <br />Loader Source <br />1.0 00 <br />(Cat HS <br />0.830 <br />(1 shift/da <br />0.830 <br />