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CIRCES Cost Estimating Software <br />SCRAPER . []NI_Y WnRK <br />PROJECT IDENTIFICATION <br />Agency or organization name :DMG <br />Task # : 02a State :Colorado <br />Date : 03/1812004 County :Moffat <br />User: SSS Sita:JuniperMountainGrevel <br />Pertnitlob # : M-2003-073 <br />Abbreviation :none <br />Filename : M073-02a <br />Penn@ or otherjob action :New f 12c Permit <br />task description :Replace overburden on max 15 acre disturbance <br />HOURLY EQUIPMENT COST <br />Model :Cat 633E Series 2 <br />Sbift basis : 1 per day <br />Cost Breakdown : Job utilization % Horsepower : 490 <br />Ownership cesUhour : $67.49 NA Weight (UST) : 56.34 <br />Operating cosf/hour: $107.58 f00 Cost data source : (CRG) <br />Operatorcost/hour: $25.43 NA <br />Total unit cest/hour : $200.51 Total fleet cosUhour : $200.51 <br />MATERIAL QUANTITIES <br />Initial ~ Swell Loose <br />volume : 24,200 LCY factor : NA volume : 24,200 LCY <br />Source of quantity takeoff :Exhibit L <br />Source of estimated swell factor : NA <br />HOURLY PRODUCTION <br />Hauling Caoacitv <br />Basis <br />Material weight : 2,500 poundslLCY <br />Material description <br />Clay -Dry <br />Rated payload : 82,000 pounds <br />Payload capacity: 32.80 LCY <br />Cvcle Time !load + haul + soread + retuml <br />Travel time <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 />' IoedinB tlme Par pair on pushpull motlels <br />Route Distance (feet) I Grade (%) ~ Roll. res.(%) ~ Total res.(%) ~ Velocity (fpm) ~ Travel time (min.) <br />Haul : 400 T 0.0 8.0 8.0 835 0.48 minutes " <br />Retum: 400 0.0 8.0 8.0 1,453 0.28 minutes" <br />"travel time adustetl }or eeceleration end deceleration et loatl antl tlump points <br />valarJeas are maa. anainanta par weal realalanca anown, not avaraDe Total cycle time 2.35 minutes <br />Job Condition Correction Factors: <br />Site altitude (feet) : 6,200 A_ diusted Houdv Production <br />Attitude adjustment factor : 0.96 (Cat HB) Unadjusted unit production : 728.87 LCY/Hour"' <br />Job efficiency factor :. 0.83 (1 shi/t/day) Adjusted unit production : 580.76 LCY/Hour <br /> Adjusted Fleet production : 580.76 LCYlHour <br />Net job correction factor : 0.80 2 times volume on puatrpull moaala <br />JOB TIME AND COST <br />Fleet size : 1 Scraper(s) Total job time : 41.67 Hours <br />Unlt cost : $0.345 JLCY Total job cost : $8,355 <br />