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<br />CIRCES Cost Estimating Software <br />_BULLDOZER WORK <br />~. , <br />, <br />PROJECT IDENTIFICATION a <br />Agenry or organization name :OMG <br /> <br />Task C : 002 State : Colorado PermiVobll : M-2000.110 <br />Data : 12/152000 County :Rio Grande Abbreviation :none <br />User' RCO Sile:North Farm Road Gravel Pit Filename:M110-002 <br /> <br />Permit or other job action :New 112 Applrcafion <br /> <br />Task description <br />- :Rough grading: dress slopes, banns, pad areas <br /> st- <br />HOURLY EQUIPMENT COST Basic machine :Cat D8N (1996) Horsepower : 285 <br /> Blade type : SeM-Universal <br /> A6achment no. 1 : ROPS Cab Shia basis : 1 pertlay <br /> Adachmenl no. 2 : 3-shank ripper <br /> Utilization Y Cost data source : (CRG) <br />Cast Breakdown : Ownership cosVhour : 541. f0 NA <br /> Operating cosVhour: $55.64 100 <br /> Ripper op. cosVhour: E0.00 0 <br /> Operator cosUhour: 523.12 NA <br /> Total unit cosUhour : 8119.86 Total geet cost hour : 5119.86 <br />MATERIAL QUANTITIES <br />Initial ~ Swell Loose <br />volume: 27,884 CCY factor: 1.165 volume: 32,485 LCV <br />Source of quan tity takeo6: 5000 LF shore, 16 ac patls, loadoufs <br /> <br />Source of est. swell factor : Na <br /> <br />HOURLY PRODUCTION <br /> Job Condition Correction Factors <br />Average push distance: 63 feet Source <br />Unadjusted hourly production : 7051 LCY/hr <br />Material cansislenry description <br />cnnennnar~rr ~r.~s~uo <br />Average Dush gradient : 5.00 % (nap) <br />Average site altitude : 7,640 feet <br />Material weight : 2,900 Ibs/LCY <br />Material weight descdplion <br />Decomposed rock - 50% Rock. 50% Earth <br />JOB TIME AND COST <br />Fleet size : 1 Dozers) <br />Unit cost : 50.296 /LCV <br />Operator skill <br />Malarial cansislenry <br />Dozing method <br />Ysibility <br />Jab ef6cienry <br />Spoil pile <br />Push gradient <br />Altitude <br />Material weight <br />Blade type <br />Net correction <br />Adjusted unit production <br />Adjusted Oeet production <br />0.75 (avT <br />1.00 (Gaff <br />1.00 (gar <br />1.00 (av5 <br />0.63 (1sh/N <br />0.70 (/nd-r <br />1.11 (Cott <br />1.00 (Call <br />0.79 (Cat l <br />1.00 (S w <br />0.39 <br />405.06 LCY/hr <br />405.06 LCY/hr <br />Total job lime: 80.20 Hours <br />Total job cost : 59,612 <br />