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CIRCES Cost Estimating Software <br />SCRAPER -ONLY WORK <br />C <br />------ -------- --- - --- -' -------- - ------ - <br />PROJECT IDENTIFICATION --- - <br />Agency or organization name :OMG - - <br />Task # : ~ 14a State :Colorado PenniUjob # : M-1994.011 <br />Date: 7 0/3 02 002 County:Montmse Abbreviation :none <br />User: SSS Site: West Entl Grove/Pit Filename:M011-14a <br /> <br />Permit or other jab action :Revise 8-74-01 reca/c forrec/amation noted in 10.7-2002 inspection report <br />task description :Replace 6 inches of topsoil on remainder of east old pit <br /> <br />r--~-----~---'------- --- -- --- --- .__- -~ -~- -__ -_. <br />HOURLY EQUIPMENT COST <br />Model :Cat 633E Series 2 Shifl basis : 1 per day <br />Cost Breaktlown : Job utilization % Horsepower : 490 <br />Ownership cosUhour: $79.57 NA <br />Opereting cosghour: $116.75 100 Weight (UST): 56.34 <br />Operetor cosVhour: $28.18 NA Cost data source: (CRG) <br />Total unit cosVhour: $224.50 Total fleet cosVhour: 5224.50 <br />MATERIAL QUANTITIES <br />Initial <br />volume: 5.647 LCY <br />Swell Loose <br />factor: NA volume: 5,547 LCY <br />Source of quanthy take-0fr : Assume 7 acres remaining to be ropsoiled <br />Source of estimatetl swell hactar : NA <br />__--_-__--___._________._._._____.._ _ __-.______.__--J <br />HOURLY PRODUCTION <br />Hauling CaoaciN <br />Scrooer Pavload (weich0 Basis : ~ Screcer Bowl (volume) Basis <br />Material weight: 1,600 pounds/LCY <br />Material description: <br />Top Soil <br />Rated payloatl: 82,000 pountls <br />Payload capacity: 51.25 LCY <br />Struck volume: 23.20 LCY <br />Heaped volume: 34.00 LCY <br />Average volume: 28.60 LCY <br />Atljustetl capacity: 28.80 LCY "' <br />Cvcle Time(load+haul+soread+retum): Loading time: 0.90 minutes' <br /> Maneuver and spreading time: 0.70 minutes <br />TfaV01 lima : 'loading time per pair on DusRpull motlels <br />Route ~ Distance (feet) ~ Grede (°k) ~ Roll. res.(%) Total res.(%) Velocity (tpm) ~ Travel time (min.) <br />Haul: 350 0.0 8.0 8.0 767 0.46 minutes" <br />Relum: 350 0.0 8.0 5.0 1.361 0.26 minutes" <br />"Travel lime edjustetl for acceleration end deceleration at load and dump points <br />JoD Condition ComL~ction Factors <br />Site altitutle (feet) : 5,800 <br />Altitude adjustment factor : 0.96 <br />Job efficiency factor : 0.83 <br />Net job wrrection factor : 0.80 <br />I___--. __ _... __ -_ _____ <br />JOB TIME AND COST <br />Total cyUe time : 2.31 minutes <br />Adjusted HouM Production <br />tlayJ Unadjusted unit production : 741.74 LCV/HOUP° <br />Adjusted unit production : 591.02 LCV/Hour <br />Adjustetl Beet production : 591.02 LCV/Hour <br />_- "_2 times volume an push-pull models -- _ _ _ _ _ _, _._ _ .-__ _ _ , <br />Fleet size : 7 Scraper(s) Total job time : 9.55 Hours <br />UnB C05ll $0.380 /LCY Total job cost: 52,145 <br />