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CIRCES Cost Estimating Software <br />WHEEL LOADER - LOAD AND CARRY WORK <br />..... <br />......... ... <br />... <br />.......... <br />PROJECT IDENTIFICATION <br />Task #: 04a State : Colorado PermiViob #:M-1984-041 <br />Date : 0812112008 County : Eagle Abbreviation :none <br />User : THM Site : Eagle - Gypsum Mine Filename : M041-04a <br /> <br />Agency or organization name : DBMS <br />Permit or other job action : Final Reclamqation Cost Update <br />Task description : Distribution of Biosolids to be mixed with overburden/topsoil <br />HOURLY EQUIPMENT COST Basic machine: CAT 95OG (2002) Horsepower: 180 <br />Attachment no. 1 :ROPS Cab Shift basis : 1 per day <br />Data source : (CRG) <br /> Utilization % <br />Cost Breakdown : Ownership cost/hour : $21.07 NA <br />Operating cost/hour : $30.76 100 <br />Operator cost/hour : $32.78 NA <br />Total unit cost/hour : $84.61 Total fleet cost/hour : $338.45 <br />MATERIAL QUANTITIES <br />Initial Swell Final <br />volume : 119,064 LCY factor : NA volume : 119,064 LCY <br />Source of quantity take-off : TR-08 calls for 3" biosolids mixed with top 6' of topsooil <br />Source of estimated swell factor : NA <br /> <br />HOURLY PRODUCTION (Cat HB) <br />Loader Cycle Time Unadjusted basic cycle time (load, dump, maneuver) : 0.550 minutes <br />Cycle Time Factors Factor (min.) Source <br />Material : Material up to 1/8" diameter 0.020 (Cat HB) <br />Stockpile : Conveyor or dozer piled 10 ft. high and up 0.000 (Cat HB) <br />Truck ownership : Common ownership of trucks and loaders -0.040 (Cat HB) <br />Operation : Constant operation -0.040 (Cat HB) <br />Dump target : Nominal target 0.000 (Cat HB) <br />Net cycle time adjustment <br />Adjusted basic cycle time <br />Rolling Resistance - Road Conditions <br />Haul :Firm, smooth, <br />Return : Firm, smooth, <br />dirt/It. surfaced, watered, maintained <br />dirt/lt. surfaced, watered, maintained <br />-uuou minutes <br />0.490 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 : 800 4.00 3.00 7.00 0.8515 (Cat HB) <br />Return route : 800 -4.00 3.00 -1.00 0.4967 (Cat HB) <br />Loader Bucket Capacity <br />Rated capacity <br />Bucket fill factor <br />Adjusted capacity <br />i otal travel time : t.sauz minutes <br />Total cycle time : 1.838 minutes <br />3.75 LCY (heaped) <br />1.050 Other - moist loam (100-11 <br />3.94 LCY <br />Job Condition Correction Factors <br />Site altitude : 7,000 feet <br />Source <br />Altitude adjustment factor : 1.00 (Cat HB) <br />Job efficiency factor : 0.83 (1 shift/day) <br />Net correction : 0.83 multiplier <br />Unadjusted hourly unit production : 128.52 LCY/Hr <br />Adjusted hourly unit production : 106.67 LCY/Hr <br />Adjusted hourly fleet production : 426.68 LCY/Hr <br />JOB TIME AND COST <br />Fleet size : 4 Loader(s) Total job time : 279.05 Hours <br />Unit cost : $0.793 /LCY Total job cost : $94,443