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CIRCES Cost Estimating Software <br />SCRAPER -ONLY WORK <br />PROJECT IDENTIFICATION <br />Agency or organization name : DMG <br />Task # : 010 State :Colorado <br />Date: 1V21/2006 County:Mesa <br />User : GRM Site : Woodring Pit <br />Permit or other job action :Final Reclamation Liabilty Update - 2006 <br />Task description :haul OVe/burden from berm t0 t0/J <br /> <br />HOURLY EQUIPMENT COST <br /> Model:Caf 623G <br />Permiujob # : M-1978-323 <br />Abbreviation :none <br />Filename : M323-010 <br />of E and W <br />Cost Breakdown : Job utilization <br />Ownership cosuhour : 567.75 NA <br />Operating cosuhour : 594.82 100 <br />Operator cosuhour : 532.96 NA <br />Total unit cosuhour : 5794.93 Total Fleet cosuhour <br />MATERIAL QUANTITIES <br />Initial <br />volume: 7,260 CCY <br />Swell Loose <br />factor: 1.125 volume <br />Shift basis : 1 per day <br />Horsepower: 365 <br />Weight (UST) : 40.92 <br />Cost data source : (CRG) <br />$389.86 <br />8,168 LCY <br />Source of quantity take-off :accepted 2000 volumes <br />Source of estimated swell factor : na <br /> <br />HOURLY PRODUCTION <br />Hauling Caoadty <br />Scraper Payload (weight) Basis : Scraper Bowl (volume) Basis <br />Material weight: 2,650 pountls/LCY Struck volume: 18.00 LCY <br />Material description : Heaped volume : 23.00 LCY <br />Decomposed rock - 25% Rock, 75% Earth Average volume : 20.50 LCY <br />Rated payload : 55,000 pountls <br />Payload capacity: 20.75 LCY Adjusted capacity: 20.50 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 patron push-pmi models <br />Route Distance (feet) Grade (%) Roll. res.(%) I Total res.(%) Velocity (fpm) Travel time (min.) <br />Haul: 700 0.0 5.0 5.0 7,292 0.64 ;minutes"* <br />Return : 700 0.0 5.0 5.0 2,359 0.30 minutes'* <br />"travel Ilme adfusletl fnr acceleration and deceleration al loatl antl tlump points <br />velocities are max. auamame per total resi stance shown, wt average Total Cycle time 2.54 minutes <br />Job Condition Correction Factors <br />Site altitude (feet) : 5,400 I Adiusted Hourlv Production <br />Altitude adjustment factor : 1.00 (Caf HB) ~ Unadjusted unit production : 484.61 LCY/Hour*** <br />Job efficiency factor : 0.83 (7 shiif/day) Adjusted unit production : 402.22 LCY/Hour <br /> Adjustetl fleet production : 804.45 LCY/Hour <br />Net job correction factor : 0.83 '° z times vomme on posh-pwi modsis <br />JOB TIME AND COST <br />Fleet size : 2 Scraper(s) Total job time : 10.15 Hours <br />Unit cost : 50.485 /LCY Total job cost : $3,958 <br />