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<br />CIRCES Cosl Estimating Software <br />BULLDOZER WORK <br />Agenry or organization name :OMG <br />Task 9 : BOB Slate :Colorado Permil/jobp : M-1971.023 <br />Dale : 0 2/0 62 0 0 1 County :Gunnison Ahhreviation :none <br />User : RCO Sile : Reatly Mix Pit Filename . M023-008 <br />Permit or other job action : Bontl review <br />Task description :Grade NW pond slope to 3:1 <br />HOURLY EQUIPMENT COST Basic machine :Cal DBN (7996) <br />Blade type :Semi-Universal <br />Attachment no 1 : ROPS Cab <br />Attachment no. 2 :3-shank upper <br />Horsepower: 2B5 <br />Shift basis : 1 per tlay <br /> Utilization % Cost data source : (CRG) <br />Cost Breakdown: Ownership cosOhour' $44.00 NA <br />Operating cosUhour: S6d.40 100 <br />Ripper op. cosghcur: $0.75 f0 <br />Operator cosUhcur: 517.99 NA <br />Total unit cosUhour. 8137.13 Total gee) cost/hour: $137.13 <br />Initial Swell Loose <br />volume: 9,444 BCY factor: 1.430 volume: 1J,505 LCY <br />Seurce al quantity take-oft :124/01 insp: f 700' pedmeler ~ vertical gratlienf <br />Source of est. swell factor : Na <br />Average push distance : 50 lest <br />Unadjusted hourly production : 1180 LCY/hr <br />Material consistency description <br />Compacfetl BII or embankment <br />Average push gradient : 20.00 % (neg) <br />Average site altitude: 7,700 feel <br />Material weight : 3,300 Ibs/LCY <br />Material weight description <br />Decomposetl rock - 75% Rock, 25% Earth <br />JOB TIME AND COST <br />Fleet size : 1 Dozers) <br />Unit cost: 80.267 /LCV <br /> <br />Operator skill : <br />0.75 Source <br />(avg.) <br />Material consistency 0.90 (Cat HB <br />Dozing method: 1.00 (gen.J <br />Visibility: 1.00 (avg.) <br />Job efgcienry~ O.B3 (1sh/Ntla <br />Spoil pile: 0.80 (7ndRJ <br />Push gradient: 1.43 (Cat HB <br />Altitude: 1.00 (Cat HB <br />Material weigh) : 0.70 (Cat HB <br />Blade type : 1.00 (S or U, <br />Nel correction . 0.45 <br />Adjusted unit production : 525.31 LCY/hr <br />Adjusted Beet production : 525.31 LCV/hr <br />Total lob lime: 25.71 Hours <br />Total job cost : $3,525 <br />