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2009-11-03_REVISION - C1996083
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2009-11-03_REVISION - C1996083
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Last modified
8/24/2016 3:56:44 PM
Creation date
11/4/2009 1:12:45 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1996083
IBM Index Class Name
REVISION
Doc Date
11/3/2009
Doc Name
Revised 2009 Midterm Cost Estimate (Memo)
From
Jim Stark
To
Joe Dudash
Type & Sequence
MT3
Email Name
JJD
Media Type
D
Archive
No
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PROJECT IDENTIFICATION <br />Task # : 002 <br />Date : 1110212009 C <br />User: JRS <br />CIRCES Cost Estimating Software <br />BULLDOZER WORK <br />tate : Colorado Permit/job# : C-96-083 <br />anty :Delta Abbreviation :none <br />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 /> <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 /> Data source: (CRG) <br /> Utilization % - <br />Cost Breakdown : Ownership cost/hour : $89.77 NA <br />Operating cost/hour : $128.30 100 <br />Ripper op. cost/hour : $0.00 0 <br />Operator cost/hour : $38.54 NA <br />Total unit cost/hour : $256.60 Total fleet cost/hour : $1,026.41 <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume : 260,593 CCY factor : 1.165 volume : 303,591 LCY <br /> <br />Source of estimated volume :Operator Estimate <br />Source of estimated swell factor : CAT Handbook <br /> <br />HOURLY PRODUCTION Job Condition Correction Factors Source <br /> Operator skill : 0.75 (avg.) <br />Average push distance : 100 feet Material consistency : 0.90 (Cat HB) <br />Unadjusted hourly production : 1, 718.9 LCY/hr Dozing method : 1.00 (gen.) <br /> Visibility : 1.00 (avg.) <br />Material consistency description : Job efficiency : 0.83 (1shift/day) <br />Compacted fill or embankment Spoil pile : 0.80 (fnd-rf) <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 : 2900 Ibs/LCY Net correction : 0.28 <br />Weight description <br />Decomposed rock - 50% Rock, 50% Earth Adjusted unit production : 480.56 LCY/hr <br /> Adjusted fleet production : 1,922.23 LCY/hr <br /> <br />JOB TIME AND COST _ <br />Fleet size : 4 Dozer(s) Total job time : 157.94 Hours <br />Unit cost : $0.534 /LCY Total job cost : $162,108 <br />
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