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CIRCES Cost Estimating Software <br />BULLDOZER WORK <br />PROJECT IDENTIFICATION <br />Task #: X08 State :Colorado Permit/job# :X-2009-231-00 <br />Date : 0411312009 County : Routt Abbreviation :none <br />User : JDM Site : Sage Creek Filename :X-00-X08 <br />Agency or organization name : CDRMS <br />Permit or other job action : Sage Creek Project AM1 <br />Task description :Replace Topsoil from Stockpile to Geotech. Drillho/es and Mud Pits <br />HOURLY EQUIPMENT COST <br /> Basic machine : Cat D6R LGP - 6S (2003) Horsepower : 185 <br /> Blade type :Straight <br /> Attachment no. 1 : ROPS Cab Shift basis : I per day <br /> Attachment no. 2 :3-shank ripper - <br /> Data source : (CRG) <br /> Utilization % <br />Cost Breakdown : Ownership cost/hour : $30.42 NA <br /> Operating cost/hour : $46.64 100 <br /> Ripper op. cost/hour : $0.00 0 <br /> Operator cost/hour : $32.78 NA <br /> Total unit cost/hour : $109.84 Total fleet cost/hour : $109.84 <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume : 4,840 LCY factor : NA volume : 4,840 LCY <br /> <br />Source of estimate d volume: Division Estimate <br />Source of estimated swell factor : NA <br />HOURLY PRODUCTION Job Condition Correction Factors Source <br /> Operator skill : 0.75 (avg.) <br />Average push distance : 50 feet Material consistency : 1.00 (Cat HB) <br />Unadjusted hourly production : 444.6 LCY/hr Dozing method : 1.00 (gen.) <br /> Visibility: 1.00 (avg.) <br />Material consistency description : Job efficiency : 0.83 (lshift/day) <br />Consolidated stockpile Spoil pile : 0.80 (find-ro <br /> Push gradient : 0.90 (Cat HB) <br />Average push gradient : 5.00 % (pos) Altitude : 1.00 (Cat HB) <br />Average site altitude : 6,600 feet Material weight : 1.10 (Cat HB) <br /> Blade type : 1.00 (S/SU/U) <br />Material weight : 2,100 Ibs/LCY Net correction : 0.49 <br />Weight description <br />Earth - Loam Adjusted unit production : 219.03 LCY/hr <br /> Adjusted fleet production : 219.03 LCY/hr <br />JOB TIME AND COST <br />Fleet size : 1 Dozer(s) Total job time : 22.10 Hours <br />Unit cost : $0.501 /LCY Total job cost : $2,427 <br />