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CIRCES Cost Estimating Software <br />SCRAPER - ONLY WORK <br />PROJECT IDENTIFICATION <br />Agency or organization name : DRMS <br />Task #: 05a State :Colorado Permit/job # :M-1994-097 <br />Date : 0211612010 County :Montrose Abbreviation :none <br />User : GRM Site: Spring Creek Pit Filename :M097-05a <br />Permit or other job action : Final Reclamation Liability Estimate AM-03 <br />Task description: spread topsoil over site <br />X. X. <br />HOURLY EQUIPMENT COST <br />Model : Cat 633E Series 2 (2001) Shift basis : 1 per day <br />Cost Breakdown : Job utilization % Horsepower : 490 <br />Ownership cost/hour : $80.67 NA Weight (UST) : 56.34 <br />Operating cost/hour : $117.94 100 Cost data source : (CRG) <br />Operator cost/hour : $24.98 NA <br />Total unit cost/hour : $223.59 Total fleet cost/hour : $447.17 <br /> <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume : 16,134 CCY factor : 1.125 volume : 18,151 LCY <br />Source of quantity take-off :accepted volumes <br />Source of estimated swell factor :na _ <br />HOURLY PRODUCTION <br />Hauling Capacity : <br />Scraper Payload (weight) Basis : Scraper Bowl (volume) Basis : <br />pounds/LCY <br />50 <br />,5 <br />Material weight : 2 Struck volume : 23.20 LCY <br />_ <br />_ <br />. <br />Material description : Heaped volume : 34.00 LCY <br />Earth - Dry packed Average volume: 28.60 LCY <br />Rated payload : 82,000 pounds <br />Payload capacity : 32.16 LCY Adjusted capacity : 28.60 LCY *** <br />Cycle Time (load + haul + spread + return) : Loading time : 0.90 minutes <br /> Maneuver and spreading time: 0.70 minutes <br />Travel time : loading time per pair on push-pull models <br />Route Distance (feet) Grade (%) Roll. res.(%) Total res.(%) Velocity (fpm) Travel time (min.) <br />Haul : 800 2.5 5.0 7.5 835 1.00 minutes ** <br />Return : 800 -2.5 5.0 2.5 2,999 0.27 minutes ** <br />" travel time adjusted for acceleration and deceleration at load and dump points <br />velocities are max. attainable per total resistance shown, not average Total cycle time 2.87 minutes <br />Job Condition Correction Factors : <br />Site altitude (feet) : 5,730 Adjusted Hourly Production ; <br />Altitude adjustment factor : 0.96 (Cat HB) Unadjusted unit production : 598.21 LCY/Hour*** <br />Job efficiency,factor : 0.83 (1 shift/day) Adjusted unit production : 476.66 LCY/Hour <br /> Adjusted fleet production : 953.31 LCY/Hour <br />Net job correction factor : 0.80 2 times volume on push-pull models <br />JOB TIME AND COST <br />Fleet size : 2 Scraper(s) Total job time: 19.04 Hours <br />Unit cost : $0.469 /LCY Total job cost : $8,514