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CIRCES Cost Estimating Software <br />SCRAPER -ONLY WORK <br />Agency or organization name :DMG <br />Task # : 03a State : Coloratlo Penniflob # :M-2003-037 <br />Date: 09/17/1003 County:MOntmse Abbreviation :none <br />User : GRM Site : Haldorson Sand And Gravel Mir Filename :M037-03a <br />Permit or otherjob action :Final Reclamtion Costs Estimate - ~~~ <br />Task description :place tOpSO/l Oveff2Qg aCfeS Of Phase ~ plt flOOf <br />HOURLY EQUIPMENT COST <br />Model :Cat 633E Series 2 Shift basis : 1 per day <br />Cost Breakdown : Job utilization % Horsepower : 490 <br />Ownership costlhour : $6749 NA weight (UST) : 56.34 <br />Operating cest/hour : $107.58 100 Cast data source : (CRG) <br />Operator cesUhour: $25.43 NA <br />Total unit cesUhour: $200.51 Total fleet cesUhour: $802.02 <br /> ih'y ~ ~ -'f"' ++~t <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume : 61,307 LCY factor : NA volume : 61,307 LCY <br />Source of quantity takeoff :38 acres o/pit Boor Phase 182 X 43560/17 <br />Source of estimated swell factor :NA <br />Hauling Caoacily <br />Basis <br />Material weight: 1,600 pounds/LCY <br />Material description <br />Ton Soil <br />Rated payload : 82,000 pounds <br />Payload capacity: 51.25 LCY <br />Cycle lime !load + haul + spread + return!: <br />Travel time <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 />' Ioatlinp time per pair on pushyull rMtlel9 <br />Route Distance (feet) Grade (%) Rall. res.(%) Total res.(%) Velocity (fpm) Travel time (min.) <br />Haul: 1,800 0.0 2.0 2.0 2,965 0.61 minutes" <br />Return: 1,800 0.0 2.0 2.0 3,026 0.59 minutes" <br />^ travel time eGjustetl Por aaelereaon ens deceleration at rose erW dump points <br />velacitix are mac attainable per total resistance ahovm, not averapa <br />Job Condhion Correction Factors <br />Site altitude (feet) : 5,800 <br />Altitude adjustment factor : 0.96 (Cat HB) <br />Job efficiency factor : 0.83 (f shi8/day) <br />correction factor : 0.80 <br />Total cycle time : 2.80 minutes <br />Adiusted Hourly Production <br />Unadjusted unR production : 612.44 LCYMour"' <br />Adjusted unit production : 487.99 LCYMour <br />Adjusted fleet production : 1,951.95 LCY/Hour <br />"' 2 times volume an push-pull moEela <br />JOB TIME AND COST <br />Fleet size : 4 Scraper(s) Total job time : 31.41 Hours <br />Unit cost: $0.411 /LCY Total job cost: $25,190 <br />