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CIRCES Cost Estimatina Software <br />SCROPPR - nw v WnorC <br />PROJECT IDENTIFICATION <br />Agency or organization name : DRMS <br />Task #: 009 State : Colorado <br />Date : 08/12/2008 County: El Paso <br />User : AE Site : Daniels Sand Pit #2 <br />Permitijob #: M-1973-007-SG <br />Abbreviation : none <br />Filename : M-SG-009 <br />Permit or other job action :Ammendment to the permit <br />Task description : Spreading topsoil over the pit floor <br />HOURLY EQUIPMENT COST <br />Shiftbasis : 1 per day <br />Cost Breakdown : Job utilization % Horsepower : 365 <br />Ownership cosUhour : $75.32 NA Weight (UST) : 40.92 <br />Operating cost/hour : $79.97 75 Cost data source : (CRG) <br />Operator cost/hour : $32.96 NA <br />Total unit cost/hour : $188.25 Total fleet cost/hour : ,x376.50 <br />MATERI` .;:;.:. ... . <br />AL QU . <br />ANTITI <br />ES <br />Initial Swell Loose <br />volume : 59,209 8CY factor : 1.429 volume : 84,584 LCY <br />Source of quantity take-off :Applicant <br />Source of estimated swell factor : Topsoil figure <br />X. X <br />::::::................................................................................................................................................................................. <br />.. .. X.: .X.: <br />HOURLY PRODUCTION <br />Hauling Capacity : <br />Basis : <br />Material weight : 1,600 pounds/LCY <br />Material description <br />Top Soil <br />Katea payload : 55,000 pounds <br />Payload capacity: 34.38 LCY <br />Cycle Time (load + haul + spread + return) - <br />Travel time : <br />Scraper Bowl (volume) Basis : <br />Struck volume : 18.00 LCY <br />Heaped volume : 23.00 LCY <br />Average volume : 20.50 LCY <br />Adjusted capacity : 20.50 LCY *** <br />Loading time : 0.90 minutes <br />Maneuver and spreading time : 0.70 minutes <br />loading time per pair on push-pull models <br />Route Distance (feet) Grade (%) Roll. res.(%) Total res.(%) Velocity (fpm) Travel time (min.) <br />Haul: 2,100 0.0 4.0 4.0 1,644 1.44 minutes** <br />Retum : 2,100 0.0 4.0 4.0 2,562 0.82 minutes ** <br />••---• - -,-- - cu e v aiwn -nu ueceieraaon at ioaa ana aump points <br />velocities are max. attainable per total resistance shown, not average <br />Job Condition Correction Factors • <br />Site altitude (feet) : 6,000 <br />Altitude adjub-bt-1181-It factor : 1.yU (Cat HB) <br />Job efficiency factor : 0.83 (1 shift/day) <br />Net job correction factor : 0.83 <br />Total cycle time : 3.86 minutes <br /> <br />Adiusted Houdy Production <br />unadjusted unit production : 316.29 LCY/Hour*** <br />Adjusted unit production : 264.18 LCY/Hour <br />Adjusted fleet production : 528.37 LCY/Hour <br />2 times volume on push-pull models <br />. ................ . <br />...::irr::.. ,. <br />B TIME AND COST <br />Fleet size : 2 Scraper(s) Total job time : 160.09 Hours <br />Unit cost : $0.713 /LCY.......` ................................. Total job cost : $60,273 <br />:X <br />Model : Cat 623G