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<br />ES Cost Estimating Software <br />BULLDOZER WORK <br />PROJECT IDENTIFICATION <br />Agency or organization name :OMG <br /> <br />Task M: .OqS-DO~ State:Colprado PenniVjobx.M-1987-027 <br />Date: 71/07/2000 County :Custer Abbreviation :none <br />User: JDf Site :Hardship Lode Filename :M027-005 <br /> <br />Permit or other job action : Final Reclamation <br /> <br />Task description : Grade topsoil <br />_ _. :hCr..: ." - .1 <br />HOURLY EQUIPMENT COST Basic machine:Ca f DBN (1996) Horsepower : 285 <br /> Blade type :Universal <br /> Attachment no. 1 : BOPS Cab Shill hasps . 1 per day <br /> Attachment no. 2 : NA <br /> <br /> Utilization Cost data source : (CRG) <br />Cost Breakdown: Ownership cost/hour: $35.37 NA <br /> Operating cost/hour: $55.90 700 <br /> Ripper op. cosVhour: $0.00 NA <br /> Operator cosUhour: $23.72 NA <br /> Total unit cost/hour: $774.39 Total fl eet cost hour : .§114.39 <br /> :;,' ... l <br />MATERIAL QUANTITIES <br />Initial <br />Swell <br />Loose <br />volume: 7,600 LCY factor: NA volume: 1,600 LCV <br />Source of quan tity take-oH :calculation <br /> <br />Source of est. swell factor : NA <br />HOURLY PRODUCTION <br /> ii n F <br />Average push tlistance: 150 legit Sowce <br /> Operator skill: 0.75 (avg.) <br /> Material consistency: 1.20 (Cat HBJ <br />Unadjusted hourry production : 716 LCV/hr Dozing malhotl : 1.20 (slotl <br /> Visibility: 1.00 (avg.) <br />Material consistency description: Job efficiency: 0.83 (1sn~INday) <br />Loose stockpile Spoil pile : 0.80 (Ind~r/J <br /> Push gradient: 7.09 (Car HB) <br />Average push gradient : 4.00 % (neg) Altitude : 7.00 (Cat HB/ <br /> Material weight : 1.44 (Cal HB) <br />Average site altilutle : 8,000 feet Blade type : 1.00 (S or UJ <br /> <br />Material weight: 1,600 IbsILCY Net correction: i.73 <br />Material weight description <br />Top Soil Adjusted unit production : 806.56 LCY/hr <br /> <br /> Adjusted fleet production : 806.56 LCVRv <br /> <br />- <br />.. '~'. <br />JOB TIME AND COST <br />Fleet size : <br />1 Dozers) <br />Total job time : <br />1.98 <br />Hours <br />Unit cost : $0.742 /LCY Total job cost : $227 <br /> <br />