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Agency or organization name :Colorado Division Of Reclamation, Mining And Safety <br />Permit or other job action :Permit Renewal 05 <br />Task description : Backfill and Regrade Substation No. 3 Pad and Sediment Pond <br /> <br />HOURLY:E;:::.;:.:........ .............................................................................................................................. <br />QUIPMENT COST ................................ ............................ <br />Basic machine :Cat D9R - 9SU (2005) Horsepower : 405 <br />Blade type :Semi-Universal <br />Attachment no. 1 : ROPS Cab Shift basis : 1 per day <br />Attachment no. 2 :3-shank ripper <br /> Data source : (CRG) <br /> Utilization <br />Cost Breakdown : Ownership cost/hour : $71.49 NA <br />Operating cost/hour : $103.27 100 <br />Ripper op. cost/hour : $0.00 0 <br />Operator cost/hour : $32.78 NA <br />Total unit cost/hour : $207.53 Total fleet cost/hour : $622.60 <br />MATERIAL::::::::A :::::...................................................................................................................................................... <br />QU NTITIES ................................. ........................... <br />Initial Swell Loose <br />volume : 1,650 CCY factor : 1.165 volume : 1,922 LCY <br /> <br />Source of estimated volume :Page 2.05-37v and Drawing S-091 <br />Source of estimated swell factor :CAT Handbook <br /> <br />HOURLY PRODUCTI::;.:N ;;:; .:................. ._...._................ .................... _ _........................................_......_ <br /> <br />............................Job Condition Correction Factors:. <br />O <br /> <br />::::::::::::::::::::::::::::::::: <br />.._......._..._............... ... <br /> <br />:::.;;Source:::::. <br /> Operator skill : 0.75 (avg.) <br />Average push distance : 100 feet Material consistency : 0.90 (Cat HB) <br />Unadjusted hourly production : 1,243.2 LCY/hr Dozing method : 1.00 (gen.) <br /> Visibility : 1.00 (avg.) <br />Material consistency description : Job efficiency : 0.83 (1shift/day) <br />Compacted fill or embankment Spoil pile : 0.80 (fnd-r~ <br /> Push gradient : 0.79 (Cat HB) <br />Average push gradient : 10.00 % (pos) Altitude : 1.00 (Cat HB) <br />Average site altitude : 6,200 feet Material weight : 0.79 (Cat HB) <br /> Blade type : 1.00 (S/SU/U) <br />Material weight : 2,900 Ibs/LCY Net correction : 0.28 <br />Weight description <br />Decomposed rock - 50% Rock, 50% Earth Adjusted unit production : 347.56 LCY/hr <br /> Adjusted fleet production : 1,042.69 LCY/hr <br />JOB~TIME AND COST :::::............................................................................................................................................ ................................ .. <br />........................ <br />Fleet size : 3 Dozers) Total job time : 1.84 Hours <br />Unit cost : $0.597 lLCY Total job cost : $1,148 <br /> <br />