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<br />Task # : 001 <br />Date : 11/15/2001 <br />User : WHE <br />Agency or organization name DMG <br />Permit or other job action :Bond update <br />Task description :Glade sediment <br />HOURLY EQUIPMENT COST <br />CIRCES Cost Estimating Software <br />State :Colorado <br />County : La Plata <br />Site :Thomas Pit <br /> <br />PermiUjob#: M-1976-020 <br />Abbreviation :none <br />Filename : M020-001 <br />and sediment containment ditch <br />Basic machine :Cat D8R - 8SU <br />Blade type :Semi-Universal <br />Attachment no. 1 : ROPS Cab <br />Attachment no. 2 : 3-shank riooer <br />Horsepower: 305 <br />Shift basis : 1 per day <br /> Data source : (CRG) <br /> Utilization °h <br />Cost Breakdown : Ownership cosUhour : $49.50 NA <br /> OperatingcosUhour : $65.98 100 <br /> Ripper op.cosUhour : $1.67 25 <br /> Operator cost/hour : $27.99 NA <br /> Total unit cosVhour : $145.35 Total fleet cosVhour : $145.35 <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume : 2, 963 LCY factor : NA volume : 2,963 LCY <br /> <br />Source of estima ted volume :assume (100' x 100'x 8'd)/27 = 2,963 cy <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 : 1,400.0 LCY/hr Dazing method : 1.00 (gen.) <br /> Visibility : 1.00 (avg.) <br />Material consistency description : Job effciency : 0.83 (lshift/day) <br />Consolidated stockpile Spoil pile : 0.80 (fnd-rf) <br /> Push gradient : 1.00 (Cat HB) <br />Average push gradient : 0.00 % (pos) Altitude : 1.00 (Cat HB) <br />Average site altitude : 6,675 feet Material weight : 0.90 (Cat HB) <br /> Blade type : 1.00 (S/SU/U) <br />Material weight : 2,550 Ibs/LCY Net correction : 0.45 <br />Weight description <br />Earth -Dry packed Adjusted unit production : 628.62 I.CY/hr <br /> Adjusted fleet production : 628.62 I.CY/hr <br /> <br />JOB 71ME AND COST <br />Fleet size : 1 Dozers) Total job time : 4.71 Hours <br />Unit cost : $0.231 /LCY Total job cost : $685 <br /> <br />