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ClRCES, Cost Esthilati0 Sofi4v_aJa <br />PROJECT iDENTIFICATION <br />Task ft: 04a State :Colorado Pennit/job# :M-1983-194 <br />Date 0111212009 County: Rio B/anco Abbreviation :none <br />User: THM Site :Natural Soda, Inc_ Filename :M194-04a <br />?M`Blade type :Semi-Universal <br />Attachment no. 1 :ROPS Cab <br />Attachment no. 2 :NA <br />Shiftbasis : 1 per day <br />Data source : (CRG) <br /> Utilization <br />Cost Breakdown : Ownership cost/hour : $50.32 NA <br /> Operating cost/hour : $77.13 100 <br /> Ripper op. cost/hour : $0.00 NA <br /> Operator cost/hour : $32.78 NA <br /> Total unit cost/hour : $160.22 Total fleet cost/hour : $320.44 <br /> <br />... : . <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />575 LCY factor : <br />5 <br />l NA volume : 5,575 LCY <br />, <br />ume : <br />vo <br />Source of estimated volume :6" topsoil over 6.91 acres <br />Source of estimated swell factor :NA <br />HOURLY PRODUCTION Job Condition Correction Factors <br />Source <br /> operator skill :_ 0.75 (avg.) <br />Average push distance : 150 feet Material consistency : 1.20 (Cat HB) <br /> 3 LCY/hr <br />634 Dozing method : 1.00 (gen.) <br />Unadjusted hourly production : . <br /> Visibility : 1.00 (avg.) <br />Material consistency description : Job efficiency : 0.83 (1 shift/day) <br /> Spoil pile : 0.80 (fnd-rt) <br />Loose stockpile t HB) <br />C <br /> Push gradient : 1.11 a <br />( <br />Average push gradient : 5.00 % (neg) Altitude : 1.00 (Cat HB) <br />Average site altitude : 6,600 feet Material weight : 1.44 (Cat HB) <br /> Blade type : 1.00 (S/SU/U) <br />ht : <br />i <br />i <br />l 600 Ibs/LCY <br />1 Net correction : 0.96 <br />g <br />we <br />a <br />Mater , <br />Weight description <br />Adjusted unit production : <br />607.56 <br />LCY/hr <br />Top Soil CY/h <br /> Adjusted fleet production : 1,215.12 r <br />L <br /> <br />JOB TIME AND COST <br />Fleet size : 2 Dozers) Total job time : 4.59 Hours <br />Unit cost : 264 /LCY <br />$0 Total job cost : $1,470 <br /> .