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PROJECT IDENTIFICATION <br />Task #: 04a <br />Date : 0711712008 <br />User : THM <br />CIRCES Cost Estimating Software <br />WHEEL LOADER - LOAD AND CARRY WORK <br />State : Colorado <br />County : Garfield <br />Site :-Tepee Park Ranch <br />Agency or organization name : DRMS <br />Permit or other job action : Final Reclamation Cost Estimate <br />Task description : Distribute 6" of topsoil to 0.35 acres <br />HOURLY EQUIPMENT COST Basic machine : CAT 924G <br />Attachment no. 1 : ROPS Cab <br />Horsepower : 114 <br />Shift basis : 1 per day <br />CRG <br /> Data source . ( ) <br /> Utilization % <br />Cost Breakdown : Ownership cost/hour : $15.06 NA <br />Operating cost/hour : $22.34 100 <br />Operator cost/hour : $32.78 NA <br />Total unit cost/hour : $70.17 Total fleet cost/hour : $70.17 <br />MATERIAL QUANTITIES <br />Initial Swell Final <br />volume : 282 CCY factor : 1.215 volume : 343 LCY <br />Source of quantity take-off : Reclamation Plan <br />Source of estimated swell factor : CAT Handbook <br />HOURLY PRODUCTION <br />Loader Cycle Time Unadjusted basic cycle time (load, dump, maneuver) <br />(Cat HB) <br />0.500 minutes <br />Cycle Time Factors Factor (min.) Source <br />Material : Material 314" to 6" diameter 0.000 (Cat HB) <br />Stockpile : No adjustment - factor not applicable 0.000 (Cat HB) <br />Truck ownership : No adjustment - factor not applicable 0.000 (Cat HB) <br />Operation : Constant operation -0.040 (Cat HB) <br />Dump target : No adjustment - factor not applicable 0.000 (Cat HB) <br />Net cycle time adjustment <br />Adjusted basic cycle time <br />Rolling Resistance - Road Conditions <br />Haul : Rutted dirt, little maintenance, no water, 2" fire penetration <br />Return : Rutted dirt, little maintenance, no water, 2" tire penetration <br />-0.040 minutes <br />0.460 minutes <br />Haul and Return Time Length <br />(feet) Grade res. <br />(%) Rolling res. <br />(%) Total res. <br />(%) Travel time <br />(minutes) Data <br />Source <br />Haul route : 130 0.00 5.00 5.00 0.0917 (Cat HB) <br />Return route : 130 0.00 5.00 5.00 0.0917 (Cat HB) <br /> I otal travel time : U. 70,34 minu Mb <br />Loader Bucket Capacity Total cycle time : 0.643 minutes <br />Rated capacity : 2.20 LCY (heaped) (Cat HB) <br />Bucket fill factor : 0.975 Loose material -mixed moist aggregates (95-100%) <br />Adjusted capacity: 2.15 LCY <br /> Source <br />Job Condition Correction Factors Altitude adjustment factor : 1.00 (Cat HB) <br />Site altitude : 9,400 feet Job efficiency factor : 0.83 (1 shift/day) <br /> Net correction : 0.83 multiplier <br />Unadjusted hourly unit production : 200.03 LCY/Hr <br />Adjusted hourly unit production : 166.03 LCY/Hr (Cat HB) <br />Adjusted hourly fleet production : 166.03 LCY/Hr <br />JOB TIME AND COST <br />Fleet size : 1 Loader(s) Total job time : 2.06 Hours <br />Unit cost : $0.423 /LCY Total job cost : $145 <br /> <br />Permit/job #: M-2008-027 <br />Abbreviation :none <br />Filename : M027-04a