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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 pond #2 fill <br />HOURLY EQUIPMENT 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 />Source of estimated volume : 0.64 acre X 2 ft. thick <br />Source of estimated swell factor :NA <br />HOURLY PRODUCTION <br />Average push distance : 120 feet <br />Unadjusted hourly production: 1,093.1 LCY /hr <br />Material consistency description <br />Loose stockpile <br />Average push gradient <br />Average site altitude <br />Material weight <br />Weight description <br />Top Soil <br />1.00 % (pos) <br />7,000 feet <br />1,600 Ibs /LCY <br />JOB TIME AND COST <br />Fleet size <br />Unit cost <br />1 Dozer(s) <br />$0.224 /LCY <br />Job Condition Correction Factors <br />Data source : (CRG) <br />Operator skill : <br />0.75 <br />Utilization % <br />Cost Breakdown : Ownership cost/hour : <br />$71.49 <br />NA <br />Operating cost/hour : <br />$103.27 <br />100 <br />Ripper op. cost/hour : <br />$0.81 <br />10 <br />Operator cost/hour : <br />$32.78 <br />NA <br />Total unit cost/hour : <br />$208.34 <br />Total fleet cost/hour : $208.34 <br />MATERIAL Q UANTITIES ::::::................................................................................................................................................................. <br />0.99 <br />............................... <br />Initial Swell <br />1.00 <br />Loose <br />volume: 2,065 LCY factor : <br />NA <br />volume: 2,065 LCY <br />Source of estimated volume : 0.64 acre X 2 ft. thick <br />Source of estimated swell factor :NA <br />HOURLY PRODUCTION <br />Average push distance : 120 feet <br />Unadjusted hourly production: 1,093.1 LCY /hr <br />Material consistency description <br />Loose stockpile <br />Average push gradient <br />Average site altitude <br />Material weight <br />Weight description <br />Top Soil <br />1.00 % (pos) <br />7,000 feet <br />1,600 Ibs /LCY <br />JOB TIME AND COST <br />Fleet size <br />Unit cost <br />1 Dozer(s) <br />$0.224 /LCY <br />Job Condition Correction Factors <br />Source <br />Operator skill : <br />0.75 <br />(avg.) <br />Material consistency: <br />1.20 <br />(Cat HB) <br />Dozing method: <br />1.00 <br />(gen.) <br />Visibility: <br />1.00 <br />(avg.) <br />Job efficiency : <br />0.83 <br />(1shift1day) <br />Spoil pile: <br />0.80 <br />(fnd -rf) <br />Push gradient : <br />0.99 <br />(Cat HB) <br />Altitude : <br />1.00 <br />(Cat HB) <br />Material weight: <br />1.44 <br />(Cat HB) <br />Blade type : <br />1.00 <br />(S /SU /U) <br />Net correction : <br />0.85 <br />Adjusted unit production : <br />928.64 <br />LCY /hr <br />Adjusted fleet production : <br />928.64 <br />LCY /hr <br />Total job time : <br />2.22 <br />Hours <br />Total job cost : <br />$463 <br />
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