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CIRCES Cost Estimating Software
<br />PROJECT IDENTIFICATION
<br />Task # : 005
<br />Date : 05/25/2004
<br />User: JD1
<br />State :Colorado
<br />County :Jefferson
<br />Site :Deer Creek Quarry
<br />Agency or organization name :DMG
<br />Permit or other job action :20acre phased reclama8on
<br />Task descdption :regfade bench 1 fines stockpile
<br />HOURLY EQUIPMENT COST
<br />Shift basis : 1 per day
<br /> Data source : (CRG)
<br /> Utilization
<br /> Cost Breakdown : Ownership costlhour : $44.07 NA
<br /> Operating costlhour : $69.76 100
<br /> Ripper op.cosUhour: $0.00 NA
<br /> Operator cosNhour : $31.83 NA
<br /> Total unit cosUhour : $145.66 Total fleet cosUhour : $145.66
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<br />MATERIAL Q UANTITIES
<br />Initial Swell Loose
<br />volume : 22,600 CCY factor ; 1.135 volume : 25,651 LCY
<br />Source of estimated volume :calculaffon
<br />Source of estimated swell factor :oronram
<br /> Operator skill : 0.75 (avg.)
<br />Average push distance : 100 feet Matedal consistency : 1.10 (Cat HB)
<br />Unadjusted howdy production : 931.6 LCY/hr Dozing method : 1.20 (slot)
<br /> Visibility : 1.00 (avg.)
<br />Matedal consistency description : Job efficiency : 0.83 (fshift/day)
<br />PaHly oobsolidated s~oc7rpr7e - - - Spoil pile : 0.80 (fnd-rf)
<br /> Push gradient : 1.00 (Cat HB)
<br />Average push gradient : 0.00 % (neg) Altitude : 1.00 (Cat HB)
<br />Average site altitude : 6,500 feet Material weight : 0.85 (Cat HB)
<br /> Blade type : 1.00 (S/SU/U)
<br />Matedal weight : 2,700 IbslLCY Net correction : 0.56
<br />Weight descdption
<br />EaRh -Wet excavated Adjusted unit production : 520.93 LCY/hr
<br /> Adjusted fleet production : 520.93 LCY/hr
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<br />JOB TIME AND COST
<br />Fleet size : 1 Dozers) Total job time : 49.24 Hours
<br />Unit cost : $0.280 /LCY Total job cost : $7,173
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<br />Basic machine :Cat D8R Sedes ll - SU
<br />Blade type :Universal
<br />Attachment no. 1 :ROPS Cab
<br />Attachment no. 2 :NA
<br />Pennitfjob# : M-1997-014
<br />Abbreviation :none
<br />Filename :M014-005
<br />Horsepower: 310
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