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2008-08-11_PERMIT FILE - C1992080
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2008-08-11_PERMIT FILE - C1992080
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Last modified
8/24/2016 3:35:22 PM
Creation date
12/29/2009 8:43:50 AM
Metadata
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Template:
DRMS Permit Index
Permit No
C1992080
IBM Index Class Name
Permit File
Doc Date
8/11/2008
Doc Name
Cost Estimate
Section_Exhibit Name
Appendix 5-7 Bonding Calculations
Media Type
D
Archive
No
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Agency or organization name : Colorado Division Of Reclamation, Mining And Safety <br />Permit or other job action : Permit Renewal RN -03 <br />Task description : Regrade C.J. Cany. channel f11962'to 922'shown on TR -12 profile <br />xxx <br />HOURLY EQUIPMENT ....................................................................................................................................................... ............................... <br />COS <br />Basic machine Cat D9R - 9SU (2005) <br />Horsepower: <br />405 <br />Blade type Semi - Universal <br />Source <br />Attachment no. 1 : BOPS Cab <br />Shift basis : <br />1 perday <br />Attachment no. 2: 3-shank ripper <br />Operator skill : <br />0.75 <br />Data source : <br />(CRG) <br />Utilization <br />% <br />Cost Breakdown : Ownership cost/hour : $71.4 <br />NA <br />Operating cost/hour : $103.27 <br />100 <br />2,110.5 <br />Ripper op. cost/hour : $0.81 <br />10 <br />Dozing method : <br />Operator cost/hour : $32.78 <br />NA <br />(gen.) <br />Total unit cost/hour : $208.34 <br />Total fleet cost/hour : <br />$208.34 <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume: 1,079 BCY factor : 1.430 volume: 1,543 LCY <br />Source of estimated volume Lewicki profile of ditch approved TR -12 (1040'Lx14'Wx2'D)/27cf /cyd <br />Source of estimated swell factor :NA <br />HOURLY PRODUCTION <br />Job Condition Correction Factors <br />Source <br />Operator skill : <br />0.75 <br />(avg.) <br />Average push distance : <br />50 <br />feet <br />Material consistency : <br />0.60 <br />(Cat HB) <br />Unadjusted hourly production : <br />2,110.5 <br />LCY /hr <br />Dozing method : <br />1.00 <br />(gen.) <br />Visibility: <br />1.00 <br />(avg.) <br />Material consistency description : <br />Job efficiency: <br />0.83 <br />(1shiff/day) <br />Rock, poorly ripped or blasted <br />Spoil pile: <br />0.80 <br />(fnd -rt) <br />Push gradient : <br />1.00 <br />(Cat HB) <br />Average push gradient : <br />0.07 <br />% (pos) <br />Altitude : <br />1.00 <br />(Cat HB) <br />Average site altitude : <br />7,000 <br />feet <br />Material weight: <br />0.79 <br />(Cat HB) <br />Blade type : <br />1.00 <br />(S /SU /U) <br />Material weight: <br />2,900 <br />Ibs /LCY <br />Net correction : <br />0.24 <br />Weight description : <br />Decomposed rock - 50% Rock, 50% Earth <br />Adjusted unit production : <br />501.10 <br />LCY /hr <br />Adjusted fleet production : <br />501.10 <br />LCY /hr <br />.::::::........................................................................................................................................ <br />JOB TIME AND COST .............................. <br />............................... <br />Fleet size : <br />1 <br />Dozer(s) <br />Total job time: <br />3.08 <br />Hours <br />Unit cost : <br />XX <br />$0.416 <br />/LCY <br />Total job cost : <br />$642 <br />
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