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CIRCES Cost Estimating Software <br />PROJECT IDENTIFICATION <br />Task # : 002 <br />Date : 0112912010 <br />User : MAC <br />State : Colorado Permit/job #: M-2009-053 <br />County : Conejos Abbreviation : none <br />Site : Robins Rock Pit Filename : M053-002 <br />Agency or organization name : Colorado Division Of Reclamation, Mining And Safety <br />Permit or other job action : Bond Estimate <br />Task description :Replacing Topsoil <br /> <br />HOURLY EQUIPMENT COST Basic machine :CAT 950G high lift (2002) Horsepower: <br />180 <br />Attachment no. 1 : ROPS Cab Shift basis : 1 per day <br /> Data source : (CRG) <br /> Utilization % <br />Cost Breakdown : Ownership cost/hour : $22.80 NA <br />Operating cost/hour : $27.63 100 <br />Operator cost/hour : $38.54 NA <br />Total unit cost/hour : $88.96 Total fleet cost/hour : $88.96 <br /> <br />MATERIAL QUANTITIES <br />Initial Swell Final <br />volume : 8,000 LCY factor : NA volume : 8,000 LCY <br /> <br />Source of quantity take-off : Reclamation Plan <br />Source of estimated swell factor : NA <br /> <br />_. PROD UCTION <br />HOURLY (Cat HB) <br />Loader Cycle Time Unadjusted basic cycle time (load, dump, maneuver) : 0.550 minutes <br />Cycle Time Factors Factor (min.) Source <br />Material : Material up to 118" diameter 0.020 (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 : Constant operation -0.040 (Cat HB) <br />Dump target : No adjustment - factor not applicable 0.000 (Cat HB) <br />Net cycle time aajustment : -u. uw nunuica <br />Adjusted basic cycle time : 0.530 minutes <br />Rolling Resistance - Road Conditions <br />Haul : Rutted dirt, little maintenance, no water, 2" tire penetration <br />Return : Rutted dirt, little maintenance, no water, 2" 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 : 500 20.00 5.00 25.00 0.3965 (Cat HB) <br />Return route : 500 -20.00 5.00 -15.00 0.8742 (Cat HB) <br /> i otai travei time : 1 LIua T1101UMb <br />Loader Bucket Capacity Total cycle time : 1.801 minutes <br />Rated capacity : 3.75 LCY (heaped) (Cat HB) <br />Bucket fill factor : 0.925 Loose material - 118" to 318" (90 - 95916) <br />Adjusted capacity : 3.47 LCY <br /> Source <br />Job Condition Correction Factors Altitude adjustment factor : 1.00 (Cat HB) <br />Site altitude : 8,100 feet Job efficiency factor : 0.83 (1 shift/day) <br /> Net correction : 0.83 multiplier <br />Unadjusted hourly unit production : 115.58 LCY/Hr <br />Adjusted hourly unit production : 95.93 LCY/Hr (Cat HB) <br />Adjusted hourly fleet production : 95.93 LCY/Hr <br />JOB TIME AND COST <br />Fleet size : 1 Loader(s) Total job time : 83.40 Hours <br />Unit cost : $0.927 /LCY Total job cost : $7,419