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2009-11-20_REVISION - M1999006 (3)
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2009-11-20_REVISION - M1999006 (3)
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Last modified
6/15/2021 11:41:19 AM
Creation date
11/23/2009 7:25:16 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1999006
IBM Index Class Name
REVISION
Doc Date
11/20/2009
Doc Name
FW Increase
From
DRMS
To
Sand Land, Inc.
Type & Sequence
SI1
Email Name
MAC
Media Type
D
Archive
No
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CIRCES Cost Estimating Software <br />BULLDOZER WORK <br />:X: Xgxxxx <br />Task #: 003 State Colorado Permit/job#:M-1999-006 <br />Date <br />User <br />1012212009 <br />MAC <br />County: Weld Abbreviation :none <br />Site Kurtz Resource Recovery Filename:MO06-003 <br />Agency or organization name: DRMS <br />Permit or other job action Bond Estimate <br />Task description Grading Pit Walls-Tract A <br />Ho EQUIPMENT COST <br />Basic machine: Cat D9R QU <br />Blade type Universal <br />Attachment nu1 ROPS Cab <br />Attachment no. 2 :NA <br />Horsepower: 405 <br />Weight description : <br />DecomDosed rock - 50% Rock 50% Farth <br />Adjusted unit production <br />Adjusted fleet production <br />235.45 <br />LCY/r <br />u.nnr <br />JOB TIME AND COST <br />Fleet size 2 Dozer(s) Total job time 129.61 Hours <br />Unit cost $0.842 /LCY Total job cost $51,401 <br />_____ <br />Data source <br />Utilization % <br />Cost Breakdown <br />Ownomh/pnuaVhour <br />$58 .16 <br />NA <br />OperatingouxVhour: <br />$ 101.59 <br />100 <br />Ripper op. cost/hour <br />$0. <br />NA <br />Operator cost/hour <br />$38.54 <br />NA <br />Total unit cost/hour <br />$198.20 Total fleet oont/hnur: <br />$396-57 <br />MATERIAL QUANTITIES <br />|niUn| <br />Swell <br />Loose <br />volume: 01 <br />LCY factor <br />KN volume: <br />61,034 <br />LCY <br />Source of estimated volume: Revised Reclamation Cost Bstin be <br />HOURLY PRODUCTION <br />Job Condition Correction Factors <br />Source <br />Operator skill <br />0.75 <br />(avg.) <br />Average push distance <br />50 feet <br />Material consistency <br />0.90 <br />(Cat HB) <br />Unadjusted hourly production <br />2,222.9 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 />(1shift1day) <br />Compacted fill or embankment <br />Spoil pile: <br />0.80 <br />ftd-ro <br />Push gradient: <br />0.30 <br />(Cat HB) <br />Average push gradient <br />30.00 % (pos) <br />Altitude : <br />1.00 <br />(Cat HB) <br />Average site altitude <br />4,800 feet <br />Material weight: <br />0.79 <br />(Cat HB) <br />Material weight: <br />2,900 Ibs/LCY <br />Net correction <br />0.11 <br />Weight description : <br />DecomDosed rock - 50% Rock 50% Farth <br />Adjusted unit production <br />Adjusted fleet production <br />235.45 <br />LCY/r <br />u.nnr <br />JOB TIME AND COST <br />Fleet size 2 Dozer(s) Total job time 129.61 Hours <br />Unit cost $0.842 /LCY Total job cost $51,401 <br />_____ <br />
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