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sheet 1 of 2 <br />CIRCES Cost Estimating Software <br />PROJECT IDENTIFICATION <br />Agency or organization name DRMS <br />Task # : 006 State : Colorado <br />Date : 1012212009 County Weld <br />User: MAC Site Kurtz Resource Recovery <br />Permit or other job action : Bond Estimate <br />Task description : Replacing Topsoil- Tract6 <br />HOURLY EQUIPMENT COST Shift basis: 1 per day <br />1Fniiinmant r)escrintinn <br />Truck/loader team -Truck : <br />- Loader : <br />Cat 773D (2002) <br />CAT 50908 <br />Support equipment -Load area :NA <br />-Dump area: <br />33.80 <br />Cat D6R - 6S (2003) <br />Road maintenance -Motor grader <br />-Water truck <br />CAT 14H <br />Water Tanker, 3,500 Gal. <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 />shovel <br />NA <br />dozer <br />grader <br />misctruk <br />% Utilization-machine: <br />97 <br />100 <br />NA <br />100 <br />50 <br />50 <br />- Ripper attachment: <br />NA <br />NA <br />NA <br />NA <br />NA <br />NA <br />Ownership cost/hour : <br />$63.47 <br />$85.96 <br />NA <br />$24.86 <br />$41.68 <br />$11.98 <br />Operating cost/hour : <br />$91.70 <br />$158.57 <br />NA <br />$40.27 <br />$24.30 <br />$12.16 <br />Ripper op. cost/hour : <br />NA <br />NA <br />NA <br />$0.00 <br />$0.00 <br />NA <br />Operator cost/hour : <br />$25.88 <br />$38.72 <br />NA <br />$38.54 <br />$38.91 <br />$38.70 <br />Unit subtotals : <br />Number of units : <br />$181.05 <br />$283.25 <br />NA <br />$103.66 <br />$104.89 <br />$62.83 <br />2 <br />1 <br />0 <br />1 1 <br />1 <br />1 1 <br />Group subtotals :1 <br />Work: $645.35 <br />Support : $103.66 <br />Maintenance : $167.72 <br />Total work team cost/hour : $916.74 <br />... <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume: 15,424 LCY factor : NA volume: 15,424 LCY <br />Material weight: <br />1,600 <br />pounds /LCY <br />Struck volume : <br />33.80 <br />Descr.: Top Soil <br />Heaped volume : <br />Average volume: <br />45.90 <br />39.85 <br />Rated payload : 108,060 pounds <br />Payload capacity: <br />67.54 <br />LCY <br />Adjusted volume": <br />45.90 <br />Final truck volume based <br />on number of loader passes : <br />38.44 <br />truck volume <br />adjusted to not exceed <br />rated payload or heaped volume <br />Loadinq Tool Capacity : <br />Job Condition Corrections : <br />Site altitude (ft.) <br />Rated capacity (nom. heaped) : <br />7.500 <br />LCY <br />Truck <br />Loader <br />Descr.: Bank Clay; Earth (100% -105%) <br />Altitude adj.: 1.000 <br />1.000 <br />Bucket fill factor : <br />1.025 <br />Job efficiency : <br />0.830 <br />0.830 <br />0.830 <br />0.830 <br />Adjusted bucket capacity : 7.687 LCY Net correction : <br />Permit/job #: M-1999-006 <br />Abbreviation : none <br />Filename :M006 -006 <br />LCY <br />LCY <br />LCY <br />LCY <br />LCY <br />4,800 <br />Source <br />