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<br />CIRCES Cost Estimating Software <br />BULLDOZER RIPPING WORK <br />PROJECT IDENTIFICATION <br />Agency or organization name : DMG <br />Task ft: 003 Stale: Colorado PermiVlob O: M-99-038 <br />Dale : 09/14P99 County : La Plafa Abbreviation : none <br />User : SSS Sile :Rowe Gravel Filename : M03B-003 <br /> <br />Permit or other job action :New Application <br />task description :Rip Stockpile/processing areal <br /> <br />HOURLY EQUIPMENT COST Basic machine :Caf DBN (1996) Horsepower : 285 <br /> Blade type Semi-Universal <br /> Adachmenl no. 1 : ROPS Cab Shifl basis : 1 per tlay <br /> Atlachment no. 2 :3-shank dpper <br /> Utilization W Cost data source : (CRGJ <br />Cost Breakdown : Ownership cosVhour : Y47.70 NA <br /> Operating cosUhour : Y55.64 100 <br /> Ripper op. cosUhour : Y6.94 100 <br /> Operator cosUhour: Y23. 12 NA <br /> Total unit cost hour: Y126.B0 Total Oeet cosVhr: $126.80 <br />MATERIAL QUANTITIES <br />Seismic <br />method <br />Area <br />method <br />volume' 3,227 BCV or CCY <br />Seismic method : Material seismic velocity' NA feet per second <br /> Unadjusted hourly production : NA BCY or CCY/hr <br />Area method : Average ripping depth per pass : 7.00 feel <br /> Average ripping wdlh per pass : 7.OB feet <br /> Average ripping length per pass : 400.00 feel <br /> Average velocity of machine : 88.00 feet per minute <br /> Average machine maneuver time /pass : 0.25 minutes <br /> Hourly production per unit area : 0.873 acres per hour <br /> Unadjusted houdy production ' 1,312.35 BCV or CCY/hr <br />Correction lectors : Unadjusted houdy production : 1,312.35 BCY or CCY/hr <br /> Site altitude: 6,600 feet <br /> Altitude adjustment : 1.00 (Caf H8J <br /> Job efOciency factor : O.B3 (7 shiNtlayJ <br /> Net job correction : O.B3 multiplier <br /> Adjusted hourly unit production : 7,OB9.25 BCV or CCY/hr <br /> Adjusted hourly geet production . 1,089.25 BCV or CCY/hr <br />JOB TIME AND COST <br />Fleet size : 1 Dozers) Total job lime : 2,98 Hours <br />Unit cost : Y0.116 /CCY Total job cost : $378 <br />Selected estimating method : A/ea <br />NA NA Load lector' NA Bank volume : NA BCV <br />2.00 Acres Rip depth (h): 7.00 <br />Source of quanlitytake-ofl : pei <br />Source of material load /actor : NA <br />