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<br />PROJECT IDENTIFICATION
<br />Task # : 033
<br />Date : 03/21/2005
<br />User: JRS
<br />Cii2CES Cost Estimating Software
<br />State :Colorado Pertnitlob# : C 1994-082
<br />County :Routt Abbreviation :none
<br />Site : Yoast Mine Filename : C082-033
<br />Agency or organr~ation name :Colorado Division Of Minerals And Geok
<br />Permit or other job action :Permit Renewal 02
<br />Task description : Bac~ll and Regrade Pond 014
<br /> Basic machine : Cat D9R - 9SU Horsepower : 405
<br /> Blade type : Serrti-Universal
<br /> Attachment no. 1 : ROPS Cab Shift basis : 1 perday
<br /> Attachment no. 2 : 3-shank dpper
<br /> Data source : (CRG)
<br /> Utilization
<br /> Cost Breakdow n : Ownership cosUhour : $51.01 NA
<br /> Operating cost/hour. $93.54 100
<br /> Ripper op.cosUhour: $0.00 0
<br /> Operator costlhour : $31.76 NA
<br /> Total unit cost/hour $176.31 Total fleet cost/hour $176 31
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<br />MATERIAL QUANTITIES
<br />Irnhal Swell Loose
<br />volume : 14,882 CCY factor : 1.165 volume : 17,338 LCY
<br />Source of estimated volume :Page 25-1-23
<br />Source of estimated swell factor :CAT Handbook
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<br />HOURLY PRODUCTION Job Condition Cortection Factors Source
<br /> Operator skill : 0.75 (avl
<br /> Ave2ge push distance ; 150 feet Material consistency : 0.90 (Cat
<br /> Unadjusted hourly production : 910.5 LCY/hr Dozing method : 1.00 (gee
<br /> Visibility : 1.00 (av.
<br /> Material consistency description : Job efficiency : 0.83 (lshi/t
<br /> Compacted fill or embankment Spoil pile : 0.80 (fnd
<br /> Push gradient : 1.00 (Cat
<br /> Average push gradient : 0.00 % (pos) Altitude : 1.00 (Cat
<br /> Average site altitude : 7,400 feet Material weight : 0.79 (Cat
<br /> Blade type : 1.00 (S/SI
<br /> Material weight : 2,900 IbslLCY Net correction : 0.36
<br /> Weight description
<br /> Decomposed rock - 50% Rock, 50% Earth Adjusted unit production : 323.54 LCY/hr
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<br />• Adjusted fleet production : 323.54 LCY/hr
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<br /> JOB TIME AND COST
<br /> Fleet size : 1 Dozers) Total job time : 53.59 Hours
<br /> Unit cost : $0.545 /LCY Total job cost : $9,448
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