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CIRCES Cost Estimating Software <br /> BULLDOZER WORK <br /> <br />PROJECT IDENTIFICATION <br />Task # : 01 a State :Colorado Permit(ob# : M-1977-022 <br />Date : 12/132002 County :Delta Abbreviation :none <br />User : SSS Site :Pit No. 3 Filename : M022-01a <br /> <br />Agency or organization name : DMG <br />Permit or other job action :Routine Reclamation Cost Estimate Recalculation <br />Task description : Regrade river bank <br />~ -- --------- <br /> t <br />HOURLY EQUIPMENT COST <br /> Basic machine : Cat D8R - 8SU Horsepower : 305 <br /> Blade type :Semi-Universal <br /> Attachment no. 1 : ROPS Cab Shift basis : 1 per day <br /> Attachment no. 2 : NA <br /> Data source ; (CRG) <br /> Utilization <br />Cost Breakdown : Ownership cost/hour : $43.09 NA <br /> Operating costRiour : $65.98 100 <br /> Ripper op. cosUhour : $0.00 NA <br /> Operator cost/hour : $27.99 NA <br /> Total unit cost hour : $137.02 Total fleet cosUhour : $137.02 <br />C ~_. ~ - ._ <br />- J <br /> ~ _-- - -- <br />- <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume : 4, 622 CCY factor : NA volume : 4,622 LCY <br />Source of estimated volume :Maximum 8'N x 1300'L bank graded to 3:1 <br />Source of estimated swell factor :NA <br /> <br /> <br />HOURLY PRODUCTION Job Condition Correction Factors Source <br />Average push distance : 50 feet <br />Unadjusted hourly production : 1,400.0 LCYmr <br />Material consistency description <br />Partly consolidated stockoile <br />Average push gradient : 0.00 % (I <br />Average site altitude : 5, 630 feet <br />Material weight : 3,250 Ibs/LCY <br />Weight description <br />Grave! - Pitrun <br />C ~-_ <br />JOB TIME AND COST <br />Fleet size : 1 Dozers) <br />Unit cost : $0.253 /LCY <br />C <br />Operator skill <br />Material consistency <br />Oozing method <br />Visibility <br />Job efficiency <br />Spoil pile <br />Push gradient <br />Altitude <br />Material weight <br />Blade type <br />Net correction <br />Adjusted unit production <br />Adjusted fleet production <br />0.75 <br />1.10 <br />1.00 <br />1.00 <br />0.83 <br />1.00 (Cat HB) <br />1.00 (Cat HB) <br />0.71 (Cat HB) <br />1.00 (S/SU/U) <br />0.39 <br />542.55 <br />542.55 <br />LCY/hr <br />LCY/hr <br />Total job time : 8.52 Hours <br />Total job cost : $1,167 <br />--- -- - - - - --- - -- --- -- i <br />