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CIRCES Cost Estimating Software <br />PROJECT IDENTIFICATION <br />Task # ; 04a <br />Date : 01/152003 <br />User: SSS <br />Agency or organization name :DMG <br />Permit or otherjob action :New 172c Permit <br />Task description :Replace topsoi <br />HOURLY EQUIPMENT COST <br />Cost Breakdown <br />State :Colorado <br />County :Montrose <br />Site :Allen Pit <br />over 15 acres <br />Basic machine :Cat D9R - 9SU <br />Blade type :Semi-Universal <br />Attachment no. 1 : ROPS Cab <br />Attachment no. 2 :3-shank dpper <br /> Utilization <br />Ownership costthour : $53.00 NA <br />Operating cosUhour : $87.21 100 <br />Ripper op. cosUhour : $0.89 10 <br />Operator cosUhour : $24.01 NA <br />Total unit cosUhour : $165.10 Total fleet cosUhour <br />$1ss.1o <br />Initial Swell Loose <br />volume : 12,100 LCY factor : NA volume : 12,100 LCY <br />Source of estimated volume :Assume 15 acres covered with 6 inches of topsoil <br />Source of estimated swell factor :NA <br /> <br />HOURLY PRODUCTION Job Condition Cortection Factors Source <br />- Operator skill : 0.75 (avg.) <br />Average push distance : 275 feet Matedal consistency : 1.10 (Cat HB <br />Unadjusted hourly production : 486.5 LCYthr Dozing method : 1.00 (gen.) <br /> Vsibility: 1.00 (avg.) <br />Material consistency description : Job efficiency : 0.83 (lshiff/da <br />Partly consolidated stockpile Spail pile : 0.70 (fnd-mfJ <br /> Push gradient : 1.25 (Cat HB, <br />Average push gradient : 11.00 % (neg) AIlitude : 1.00 (Cat N$ <br />Average site altitude : 6,570 feet Material weight : 1.44 (Cat HB <br /> Blade type : 1.00 (S/SU/U <br />Material weight : 1,600 Ibs/LCY Net correction : 0.86 <br />Weight description <br />Top Soi! Adjusted unit production : 417.75 LCY/hr <br /> Adjusted fleet production : 417.75 LCY/hr <br />Permitfjob# :M2002-094 <br />Abbreviation :none <br />Filename :M094-04a <br />Horsepower: 405 <br />Shift basis : 1 perday <br />Data source : (CRG) <br />,106 TIME AND COST <br />Fleet size : 1 Dozers) Total job time : 28.98 Hours <br />Unit cost : $0.395 /LCY Total job cost : $4,782 <br />