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CIRCES Cost Estimatinst Software <br />SCRAPER . f)NI Y WnRK <br />PROJECT IDENTIFICATION <br />Agency or organization name : DMG <br />Task # : 03a State :Colorado <br />Date: 031162004 County :Moffat <br />User : SSS Site :Juniper Mountain Gravel <br />Permd or otherjob action :New 112c Permit <br />Task descdption :Replace tOpS <br />HOURLY EQUIPMENT COST <br />Permitlob # : M-2003-073 <br />Abbreviation :none <br />Filename : M073-03a <br />over 15 acre max disturbance <br />Model :Cat 633E Senes 2 Shift basis : 1 per day <br />Cost Breakdown : Job utilization % Horsepower : 490 <br />Ownership cosUhour : $87.49 ~ NA Weight (UST) : 56.34 <br />Operating cosUhour : $107.58 100 Cost data source : (CRG) <br />Operator wsUhour: $25.43 NA <br />Total unit cost/hour : $200.51 Total Fleet wst/hour : $200.51 <br />MATERIAL QUANTITIES <br />Initial <br />volume: 12,100 LCY <br />Swell Loose <br />factor: NA volume: 12,100 LCY <br />Source of quantity takeoff :Assume 15 acres covered with 6 inches of soil <br />Source of estimated swell factor:NA <br />HOURLY PRODUCTION <br />Hauling Caoacitv : ' <br />Basis <br />Material weight: 1,600 pounds/LCY <br />Material description <br />Top Soil <br />Rated payload : 82,000 pounds <br />Payload capacity : 51.25 LCY <br />Cvcle Time (load + haul + spread + return) <br />Travel lime <br />Scraper Bowl (volume) Basis <br />Struck volume : 23.20 LCY <br />Heaped volume : 34.00 LCY <br />Average volume : 28.60 LCY <br />Adjusted capacity : 28.60 LCY "' <br />Loading time: 0.90 minutes' <br />Maneuver and spreading time : 0.70 minutes <br />loetlirq nma per pair m Wsh~ull motlela <br />Route ~ Distance (feet) ~ Grade (%) ~ Roll. res.(%) ~ Total res.(°/p) ~ Velocity (fpm) ~ Travel time (min.) <br />Haul : 400 0.0 8.0 8.0 835 0.48 minutes "' <br />Return: 400 0.0 8.0 8.0 1,453 0.28 minutes" <br />" Vavel t'vne etljuatatl for nccetaretfon and tleceletation al load antl dranp points <br />valocitle9 are man aneineble per total resistance shown, rtot average <br />Job Condition Correction Factors <br />Site altitude (feet) : 6,200 <br />Altitude adjustment factor : 0.96 (Cat HB) <br />_ Job effidency factor : 0.83 (1 shiff/day) <br />correction factor : 0.80 <br />Total cycle time : 2.35 minutes <br />Adiusted Hourlv Production <br />Unadjusted unit production : 728.87 LCY/Hour"' <br />Adjusted unit production : 580.76 LCY/Hour <br />Adjusted Fleet production : 580.78 LCY/Hour <br />limas volume an pushqull models <br />JOB TIME AND COST <br />Fleet size : 1 Scraper(s) Total job time : 20.83 Hours <br />Unit cost : $0.345 /LCY Total job cost : $4,177 <br />