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CIRCES Cost Estimating Software <br />SCRGPFR .ONLY WORK - <br />Agency or organization name :Colorado Division Of Minerals And Geology <br />Task # : 003 State :Colorado PermiUjob # : M-2000.118 <br />Date : 05x26/2006 County : Saguache Abbreviation :none <br />User : KAP Site :Villa Grove Pi[ Filename : Ml16-003 <br />Permit or other job action :Bond Recalculation related to Inspection <br />Task description :Replace topsoil on disturbed areas of site, except buffer area <br />HOURLY EQUIPMENT COST <br />Model :Cat 633E Series 2 (2001) Shift basis : 1 per day <br />Cost Breakdown <br />Ownership cost hour <br />Operating cost/hour <br />Operator cosUhour: <br />Total unit cosUhour <br />Initial <br />volume: 40,172 LCY <br /> Job utilization % Horsepower : 490 <br />$65.49 NA Weight (UST): 56.34 <br />$119.05 100 Cost data source : (CRG) <br />$24.95 NA <br />$209.49 Total fleet cosVhour : $209.49 <br />Swell Loose <br />factor : NA volume: 40,172 LCY <br />Source of quantity take-off :Assume 30 acres covered with avg. f0 in. topsoil <br />Source of estimated swell factor : NA <br />HOURLY PRODUCTION <br />Hauling Capacity <br />Basis <br />Material weight: 2,550 pounds/LCY <br />Material description <br />Earth -Dry packed <br />Rated payload : 82,000 pounds <br />Payload capacity : 32.16 LCY <br />Cvcle Time (load + haul + spread + return) <br />Travel time <br />Bowl (volume) Basis <br />Struck volume : 23.20 LCY <br />Heaped volume : 34.00 LCY <br />Average volume : 28.60 LCY <br /> <br />Adjusted capacity : 28.60 LCY "` <br />Loading time <br />Maneuver and spreading time <br />loading time per pair on push-pull nwdels <br />0.90 <br />0.70 <br />Route Distance (feet) Grade (%) Roll. res.(°/) Total res.(%) Velocity (fpm) Travel time (min.) <br />Haul: 550 -5.0 5.0 0.0 3,026 0.47 minutes" <br />Return : 550 5.0 5.0 10.0 1,132 0.49 minutes " <br />^ ravel dme adlusted for acceleration and deceleration at loatl and tlump points <br />veloaties are max. attainable per total resistance shown, not average <br />Job Condition Correction Factors <br />Site altitude (feet) : 7,855 <br />Altitude adjustment factor : 0.88 (Cat HB) <br />Job efficiency factor : 0.83 (1 shift/day) <br />Net iob correction factor : 0.73 <br />Total cycle time 2.56 minutes <br />Adiusted Hourlv Production <br />Unadjusted unit production <br />Adjusted unit production <br />Adjusted fleet production <br />2 times volume on push-pull models <br />671.37 <br />490.37 <br />490.37 <br />minutes' <br />minutes <br />LCYIHour"' <br />LCY/Hour <br />LCY/Hour <br />JOB TIME AND COST <br />Fleet size : 1 Scraper(s) Total job time : 81.92 Hours <br />Unit cost : $0.427 /LCY Total job cost : $17,162 <br />