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Table 3.7-1 Page 15 <br />Task # : 012 <br />Date : 01/262004 <br />User : JRS <br />CIRCES Cost Estimating Software <br />State :Colorado Permitlob# : C-80-004 <br />County :Garfield Abbreviation :none <br />Site :Mcclane Canyon Mine Filename :0004-012 <br />Agency or organization name :Colorado Division O/Minerals And Geology <br />Permit or other job action :2004 Midterm Review <br />Task description :Bac~il and Regrade Sediment Pond, Drying Area and Office <br />HOURLY E QUIPMENT COST <br /> Basic machine : Cat D8R Series ll - 8SU Horsepower : 310 <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 /> U5lization <br /> host Breakdown : Ownership cosUhour: $49.85 NA <br /> Operatingcost/hour: $88.44 100 <br /> Ripper op. CosUhour : 50.00 0 <br /> Operator cosUhour : $31.83 ~ NA <br /> Total unit cosUhour : 5148. f2 Total fleet cosUhour <br />y _ i ~e f f YA Loln'u:3`v'%:~';Sk'~+,r. a >> Sa... 3yE ................... <br />1 <br />~ J<~ aSiR <br />- <br />~ -~ a <Ba 3 4 dx ~~ <br />- <br />~ a u x <br />- <br />~ <br />~ <br />~` <br />n <br />~ <br />• 1 ~ <br />• <br />.<.. <br />,a:w < e " i <br />.au <br />a <br />~, ..,. <br />xes <br />„« «c ». ..,,....rr..,., <br />a <br />..,w e o..w<a. - <br />., .. <br />. <br />, <br />c- <br />.r, <br />aw3wan . a ~ f .,.,...2,,.s ..era us ., nse., .., S wo.wx. .k,; o.': <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume : 4,750 CCY factor: 1.165 volume : 5,534 LCY <br />Source of estimated volume :Figure 2.2-2 <br />Source of estimated swell factor :CAT Handbook <br />HOURLY PRODUCTION Jo b Condition Corcection Factors .Source <br /> Operator skill : 0.75 (avg.) <br />Average push distance : 100 feet Material consistency : 0.90 (Cat HB <br />Unadjusted hourly production : 852.6 LCY/hr Dozing method : 1.00 (gen.) <br /> visibility : 1.00 (avg.) <br />Material consistency description : Job efficiency : 0.83 (1shiR/da <br />Compacted fill or embankment Spoil pile : 0.80 (fnd-rQ <br /> Push gradient : 1.00 (Cat HB <br />Averege push gradient : 0.00 % (pos) Altitude : 1.00 (Cat HB <br />Average site attitude : 5, 600 feet Material weight : 0.79 (Cat HB <br /> Blade type : 1.00 (S/SUAI <br />Material weight : 2,900 Ibs/LCY Net correction : 0.36 <br />Weight description <br />Decomposed rock -50'6 Rock, 50% Earth Adjusted unit producien : 302.96 LCYRrr <br /> juste eet production 2 LCY/hr <br />• <br />'°F~ <br />' <br />4 Y S k ~' ~ `oY faf~ ;T'yM y~ 3, 5 ~. Q <br />~f~ <br />i.vv, ., . <br />.,.,., . <br />.c,. <br />' ,.. ,, ,,.~ <br />JOB TIME AND COST 3 .v.n,n ,.v..,vn ~.. is nn ,.. n ~„ ... n\,M,+v >.... ~.. ... .o..c~„'l~.,, ,nm..: ....$....,.ri <br />Flees size : 1 Dozers) Total job Gme : 18.27 Hours <br />Unit cost : $0.489 /LCY Total job Cost : $2,706 <br />