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2010-07-15_REVISION - C1981041 (3)
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2010-07-15_REVISION - C1981041 (3)
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Entry Properties
Last modified
8/24/2016 4:16:13 PM
Creation date
7/15/2010 12:33:14 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981041
IBM Index Class Name
Revision
Doc Date
7/15/2010
Doc Name
2010 Midterm Cost Estimate
From
Jim Stark
To
Mike Boulay
Type & Sequence
MT6
Email Name
JRS
MPB
Media Type
D
Archive
No
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CIRCES Cost Estimating Software <br />BULLDOZER WORK <br />PROJECT IDENTIFICATION <br />Task # : 070 State :Colorado Permit/job# :C-1981-041 <br />Date : 0711412010 County :Mesa Abbreviation :none <br />User : JRS Site :Roadside Portals Filename :C041-070 <br />Agency or organization name : Colorado Division Of Reclamation, Mining And Safety <br />Permit or other job action :2010 Midterm Review (MT-06) <br />Task description : Regrade Ponds 8 and 9 <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 : $67.77 NA <br />Operating cost/hour : $101.59 100 <br />Ripper op. cost/hour : $0.00 0 <br />Operator cost/hour : $38.54 NA <br />Total unit cost/hour : $207.90 Total fleet cost/hour : $207.90 <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume : 9,480 CCY factor : 1.165 volume : 11,044 LCY <br />Source of estimated volume: 1986 Division Estimate <br />Source of estimated swell factor : CAT Handbook <br />HOURLY PRODUCTION Job Condition Correction Factors Source <br />Average push distance : 200 feet <br />Unadjusted hourly production : 700.0 LCY/hr <br />Material consistency description <br />Compacted fill or embankment <br />Average push gradient <br />Average site altitude <br />0.00 % (pos) <br />5.000 feet <br />Material weight : 2,900 Ibs/LCY <br />Weight description : <br />Decomposed rock - 50% Rock, 50% Earth <br />JOB TIME AND COST <br />Fleet size : 1 Dozer(s) <br />Unit cost : $0.836 /LCY <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 (1 shift/day) <br />Spoil pile : 0.80 (fnd-rt) <br />Push gradient : 1.00 (Cat HB) <br />Altitude : 1.00 (Cat HB) <br />Material weight : 0.79 (Cat HB) <br />Blade type : 1.00 (S/SU/U) <br />Net correction : 0.36 <br />Adjusted unit production : 248.74 LCY/hr <br />Adjusted fleet production : 248.74 LCY/hr <br />Total job time : 44.40 Hours <br />Total job cost:--- $9,231
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