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2009-10-01_REVISION - C1996083
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2009-10-01_REVISION - C1996083
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Last modified
8/24/2016 3:55:56 PM
Creation date
10/5/2009 3:37:52 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1996083
IBM Index Class Name
REVISION
Doc Date
10/1/2009
Doc Name
2009 Midterm Reclamation Cost Estimate
From
Jim Stark
To
Joe Dudash
Type & Sequence
MT3
Email Name
JJD
Media Type
D
Archive
No
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CIRCES Cost Estimating Software <br />BULLDOZER WORK <br />PROJECT IDENTIFICATION <br />Task #: 002 State :Colorado Permit/job# : C-96-083 <br />Date : 0912812009 County : Delta Abbreviation :none <br />User : JRS Site : Bowie No. 2 Mine Filename : C083-002 <br />Agency or organization name : Colorado Division Of Reclamation, Mining And Safety <br />Permit or other job action 2009 Midterm Review <br />Task description : Regrade D-Portal Bench <br />HOURLY EQUIPMENT COST <br />Basic machine : Cat D10R - 10SU (2005) Horsepower : 570 <br />Blade type : Semi-Universal <br />Attachment no. 1 : ROPS Cab Shift basis : 1 per day <br />Attachment no. 2 :3-shank ripper <br />Cost Breakdown : Ownership cost/hour : <br />Operating cost/hour : <br />Ripper op. cost/hour : <br />Operator cost/hour : <br />Total unit cost/hour : <br />MATERIAL QUANTITIES <br />$92.20 <br />$164.67 <br />$0.00 <br />$38.54 <br />$295.41 <br />Data source : (CRG) <br />Utilization % <br />NA <br />100 <br />0 <br />NA <br />Total fleet cost/hour : $1,181.65 <br />Initial Swell Loose <br />volume : 260,593 CCY factor : 1.165 volume : 303,591 LCY <br />Source of estimated volume :Operator Estimate <br />Source of estimated swell factor :-CAT Handbook <br />HOURLY PRODUCTION Job Condition Correction Factors Source <br /> Operator skill : 0.75 (a vg.) - <br />Average push distance : 100 feet Material consistency : 0.90 (Cat HB_) <br /> <br />Unadjusted hourly production : 1,718.9 <br />LCY/hr <br />Dozing method : <br />1.00 _ <br />(gen.) <br /> Visibility: 1.00 (avg.) <br />Material consistency description : Job efficiency : 0.83 (1shift1day) <br />Compacted fill or embankment Spoil pile : 0.80 (fnd-rfJ <br /> Push gradient : 0.79 (Cat HB_) <br />Average push gradient : 10.00 % (pos) Altitude : 1.00 (Cat HB) <br />Average site altitude : 6,900 feet Material weight : 0.79 (Cat HB) <br /> Blade type : 1.00 (S/SU/U) <br />Material weight : 2,900 Ibs/LCY Net correction : 0.28 <br />Weight description : <br />mposed rock - 50% Rock, 50% Earth <br />De <br />c <br />o Adjusted unit production : 480.56 LCY/hr <br />_ <br />_ <br />_ Adjusted fleet production : 1,922.23 LCY/hr <br />JOB TIME AND COST <br />Fleet size : 4 Dozer(s) Total job time : 157.94 Hours <br />Unit cost : $0.615 /LCY Total job cost : $186,627
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