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CIRCES Cost Estimating Software <br />WHEEL LOADER - LOAD AND CARRY WORK <br />.... <br />PROJECT IDENTIFICATION <br />Task #: 002 State : Colorado Permit/job M-1986-102 <br />Date <br />User <br />02/20/2009 <br />KAP <br />County : San Miguel Abbreviation :none <br />Site : Deep Creek Placer Filename : M102-002 <br />Agency or organization name : Colorado Division Of Reclamation Mining And Safety <br />Permit or other job action :Bond Calculation related to Inspection <br />Task description : Distrubute soil and fines for spreading <br /> <br />HOURLY EQUIPMENT COST Basic machine : CAT 938G (2003) Horsepower: 160 <br />Attachment no. 1 : ROPS Cab Shift basis : 1 per day <br /> Data source : (CRG) <br /> Utilization % <br />Cost Breakdown : Ownership cost/hour : $16.13 NA <br />Operating oost/hour : $26.21 100 <br />Operator cost/hour : $32.78 NA <br />Total unit cost/hour : $75.11 Total fleet cost/hour : $75.11 <br />MATERIAL QUANTITIES <br />Initial Swell Final <br />volume : 200 LCY factor : NA volume : 200 LCY <br />Source of quantity take-off : permit map, plans <br />Source of estimated swell factor : NA <br /> <br />HOURLY PRODUCTION (Cat HB) <br />Loader Cycle Time Unadjusted basic cycle time (load, dump, maneuver) : 0.525 minutes <br />Cycle Time Factors Factor (min.) Source <br />Material : Material 3/4" to 6" diameter 0.000 (Cat HB) <br />Stockpile : Conveyor or dozer piled 10 ft. high and up 0.000 (Cat HB) <br />Truck ownership : No adjustment - factor not applicable 0.000 (Cat HB) <br />Operation : No adjustment - factor not applicable 0.000 (Cat HB) <br />Dump target : No adjustment - factor not applicable 0.000 (Cat HB) <br />Net cycle time adjustment : 0.000 minutes <br />Adjusted basic cycle time : 0.525 minutes <br />Rollino Resistance - Road Conditions <br />Haul :Very hard, smooth, asphalt or concrete, no tire penetration <br />Return : Very hard, smooth, asphalt or concrete, no tire penetration <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 : 250 0.00 1.20 1.20 0.2307 (Cat HB) <br />Return route : 250 0.00 1.20 1.20 0.2062 (Cat HB) <br /> Total travel time : 0.4369 minutes <br />Loader Bucket Capacity Total cycle time : 0.962 minutes <br />Rated capacity: 3.25 LCY (heaped) (Cat HB) <br />Bucket fill factor : 0.825 Blasted rock - avg. blasted (75 - 90%) <br />Adjusted capacity: 2.68 LCY <br /> Source <br />Job Condition Correction Factors Altitude adjustment factor : 1.00 (Cat HB) <br />Site altitude : 8,000 feet Job efficiency factor : 0.83 (1 shift/day) <br /> Net correction : 0.83 multiplier <br />Unadjusted hourly unit production : 167.25 LCY/Hr <br />Adjusted hourly unit production : 138.82 LCY/Hr (Cat HB) <br />Adjusted hourly fleet production : 138.82 LCY/Hr <br />....... ...... <br /> <br />JOB TIME AND COST <br />.. .... <br />Fleet size : 1 Loader(s) Total job time : 1.44 Hours <br />Unit cost : $0.541 /LCY Total job cost : $108