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CIRCES Cost Estimating Software <br />BULLDOZER WORK <br />PROJECT IDENTIFICATION <br />Task u : 037 <br />Date : 04/23/2001 <br />User : JRS <br />Agency or organization name :Colorado Division OI Minerals And Geology <br />Permit or other job action :Roadside Portals Current Liability <br />Task description : Bar:kfill and Topsoil Pond 10 at CRDA #2 <br />HOURLY EQUIPMENT COST <br />Cost Breakdown <br />MATERIAL QUANTITIES <br />Initial <br />volume : 5.100 <br />State :Colorado <br />County:Mesa <br />Site :Roadside Portals <br />Basic machine :Cat D8R - 8SU <br />Blade type :Semi-Universal <br />Attachment no. 1 : ROPS Cab <br />Attachment no. 2 :3-shank ripper <br /> Utilization <br />OwnershipcosUhour : $49.50 NA <br />OperatingcosUhour : $65.98 100 <br />Ripper op. cosUhour : $0.00 0 <br />Operator cosUhour : $2799 NA <br />Total unitcosUhour : $143.48 Total fleetcosuhour <br />Swell Loose <br />CCY factor: 1.165 volume <br />Source of estimated volume :1986 DMG Estimate <br />Source of estimated swell factor :CAT Handbook <br />HOURLY PRODUCTION <br />Average push distance : 100 feet <br />Unadjusted howdy production : 852.6 LCY/hr <br />Material consistency description <br />Compacted fill or embankment <br />Average push gradient : 0.00 % (pos) <br />Average site altitude : 4,850 feet <br />Material weight : 2,900 Ibs/LCY <br />Weight description <br />Decomposed rock - 50% Rock, 50 % Earth <br />Permiujobk : C-81-041 <br />Abbreviation :none <br />Filename : C041-037 <br />Horsepower: 305 <br />Shift basis : 1 per day <br />Job Condition Correction Factors <br />~ Operator skill :_ <br />Material consistency :_ <br />Dozing method <br />Visibility :_ <br />Job efficiency <br />Spoil pile <br />Push gradient: <br />Altitude :_ <br />Material weight <br />Blade type <br />Net correction <br />JOB TIME AND COST <br />Fleet size : 1 Dozers) <br />Unit cost : $0.474 /LCY <br />Adjusted unit production <br />Adjusted fleet production <br />Data source : (CRG) <br />$143.48 <br />5,942 LcY <br />Source <br />0.75 <br />0.90 <br />1.00 <br />1.00 <br />O.B3 <br />0.80 <br />1.00 <br />1.00 <br />0.79 <br />1.00 <br />0.36 <br />(Cat HB) <br />302.96 <br />302.96 <br />LCY/hr <br />LCY/hr <br />Total job time : 19.61 Hours <br />Total job cost : $2,814 <br />