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2010-02-22_PERMIT FILE - C1980007A
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2010-02-22_PERMIT FILE - C1980007A
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Last modified
8/24/2016 3:59:54 PM
Creation date
3/18/2010 3:32:54 PM
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Template:
DRMS Permit Index
Permit No
C1980007A
IBM Index Class Name
Permit File
Doc Date
2/22/2010
Doc Name
CIRCES Cost
Section_Exhibit Name
Exhibit 53 Reclamation Cost Estimate Part 3
Media Type
D
Archive
Yes
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Agency or organization name : Colorado Division Of Mining, Reclamation And Safety <br />Permit or other job action : Permit Renewal RN-05 <br />Task description : Regrade drill roads <br />......................................................................................... . <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 /> Data source : (CRG) <br /> Utilization % <br />Cost Breakdown : Ownership cost/hour : $72.92 NA <br />Operating cost/hour : <br />- $98.84 100 <br />ost/hour : <br />Ripper op. cost/hour: $0.00 0 <br />Operator cost/hour : $32.78 NA <br />Total unit cost/hour : $204.53 Total fleet cost/hour : $818.13 <br /> <br />::..................:............... <br />MATERIAL QUANTITIES ........................ . <br />Initial Swell Loose <br />volume : 2,222 BCY factor : 1.330 volume : 2,955 LCY <br />Source of estimated volume :MR-125 <br />Source of estimated swell factor : CAT Handbook <br /> :XXXX <br />XXXXX <br /> <br />;:.;:.;:.;:.;:.;:.;:.;;; :......................;:.;:.;:.;:.;;:.;:.;:.;:.;:.;:.;:.;;;;>;;;;;;:.;:.;;:.;:.;:.;:.;:.;:.;;;;;:.::::::.:::::::::::::::::::::::::::.:::::::::............... . <br />_........._ ............._._....................................... _ ....._..............__..........._.....;::.:::;;:::::............:....._...... <br />HOURLY PRODUCTION Job Condition Correction Factors <br />:: :::... <br /> <br />Source <br />Average push distance : 100 feet <br />Unadjusted hourly production : 1,243.2 LCY/hr <br />Material consistency description <br />Compacted fill or embankment <br />Average push gradient : 4.00 % (I <br />Average site altitude : 7,700 feet <br />Material weight : 2,900 Ibs/LCY <br />Weight description : <br />Decomposed rock - 50% Rock, 50% Earth <br />Operator skill : 0.75 (avg.) <br />Material consistency : 0.90 (Cat HB) <br />Dozing method : 1.00 (gen.) <br />Visibility : 1.00 (avg.) <br />Job efficiency : 0.83 (1shift1day) <br />Spoil pile : 0.80 (fnd-rf) <br />Push gradient : 0.93 (Cat HB) <br />Altitude : 0.95 (Cat HB) <br />Material weight : 0.79 (Cat HB) <br />Blade type : 1.00 (S/SU/U) <br />Net correction : 0.31 <br />Adjusted unit production : 388.67 LCY/hr <br />Adjusted fleet production : 1,554.66 LCY/hr <br />JOB TIME AND COST <br />Fleet size : 4 Dozer(s) Total job time : 1.90 Hours <br />Unit cost : $0.526 /LCY Total job cost: $1,555
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