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2008-12-03_PERMIT FILE - C1992081A (4)
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2008-12-03_PERMIT FILE - C1992081A (4)
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Last modified
8/24/2016 3:38:32 PM
Creation date
2/5/2009 2:00:41 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1992081A
IBM Index Class Name
Permit File
Doc Date
12/3/2008
Doc Name
Railcar Load-In Operations Bond Estimate Worksheets (Approved TR6, but not Implemented)
Section_Exhibit Name
Tab 23 Attachment 23-1
Media Type
D
Archive
Yes
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CIRCES Cost Estimating Software <br />BULLDOZER WORK <br />PROJECT IDENTIFICATION <br />Task # : 018 State :Colorado Permit/job# :01992-081 <br />Date <br />User <br />05/09/2008 <br />JHB <br />County : Routt <br />Site : Hq Load Out <br />Agency or organization name :Division Of Reclamation, Mining And <br />Permit or other job action : RN3 <br />Task description : Reg~ra~e Truc~C Look Por~c1 <br />HOURLY EQUIPMENT COST <br /> Basic machine :Cat D9R - 9SU {2005) Horsepower : 405 <br /> Blade type : Semr-Universal <br /> Attachment no. 1 : ROPS Cab Shift basis : 1 per day <br /> Attachment no. 2 :3-shank rapper <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 costihour : $32.78 NA <br /> Total unit cost/hour : $207.53 Total fleet cost/hour : $207.53 <br />.;>»'E IAL ~~UANTITIESi> .......... <br />MAT R Q ........................................................................................................................... ................................ ........................... <br />Initial Swell Loose <br />volume : 1,000 CCY factor : 1.125 volume : 1,125 LCY <br /> <br />Source of estimate d volume :Division estimate (TR6) <br />Source of estimated swell factor :Caterpillar Handbook Edition <br /> <br />HOURLY PRODUCTION Job Condition Correction Factors <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 LCYIhr Dozing method : 1.00 (gen.) <br /> Visibility : 1.00 (avg.) <br />Material consistency description : Job efficiency : 0.83 (lshaft/day) <br />Compacted frll orembankment Spoil pile : 0.80 (fnd-rf) <br /> Push gradient : 1.00 (Cat HB) <br />Average push gradient : 0.00 % (pos) Altitude : 1.00 (Cat Ht3) <br />Average site altitude : 6,400 feet Material weight : 0.87 (Cat HB) <br /> Blade type : 1.00 (S/SU/U) <br />Material weight : 2,650 Ibs/LCY Net correction : 0.39 <br />Weight description <br />Decomposed rock - 25% Rock, 75% Earth <br />Adjusted unit production <br />Adjusted fleet production <br />483.43 <br />483.43 <br />LCY/hr <br />LCY/hr <br />__ <br />JOB TIME AND COST <br />Fleet size : 1 Dozers) Total job time : 2.33 Hours <br />Unit cost : $0.429 /LCY Total job cost : $483 <br />Abbreviation :none <br />Filename :0081-018 <br />RN-03 23-1.11 Revised 06/08 <br />
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