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2009-12-14_PERMIT FILE - M2009035
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2009-12-14_PERMIT FILE - M2009035
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Last modified
8/24/2016 3:57:41 PM
Creation date
12/22/2009 8:01:31 AM
Metadata
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Template:
DRMS Permit Index
Permit No
M2009035
IBM Index Class Name
PERMIT FILE
Doc Date
12/14/2009
Doc Name
Approval Letter
From
DRMS
To
M.A. Concrete Construction, Inc.
Email Name
THM
Media Type
D
Archive
No
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CIRCES Cost Estimating Software <br />BULLDOZER WORK <br />PROJECT IDENTIFICATION <br />Task #: 06a <br />Date : 1211112009 <br />User: THM <br />State : Colorado _ <br />County : Mesa _ <br />Site :32.5 Road Gravel Pit <br />Agency or organization name DRMS <br />Permit or other job action : Final Reclamation Cost Estimat <br />Task description : Reclaim Settlement ponds <br />HOURLY EQUIPMENT COST <br />Permit/job# : M- 2009 -035 <br />Abbreviation : none <br />Filename :M035 -06a <br />Basic machine Cat D7R DS Series II - 7SU <br />Blade type Semi- Universal <br />Attachment no. 1 : RO _P S Cab <br />Attachment no. 2 : NA <br />Horsepower: <br />240 <br />Utilization <br />Shift basis : <br />1 per day <br />NA <br />Data source : <br />(CRG) <br />MATERIAL QUANTITIES <br />Swell Loose <br />Initial <br />LCY <br />volume: 10,000 CCY <br />factor 1. 0 9 0 volume: 10,900 <br />Average push gradient: 0.00 % (pos) <br />Average site altitude : 4,620 feet <br />Material weight: 2,600 Ibs /LCY <br />Weight description : <br />Clay and gravel - Wet <br />.: :::::.:: ::.::::........................ <br />,ondition Correction Factors <br />Utilization <br />Cost Breakdown : Ownership cost/hour : <br />$40.93 <br />NA <br />Operating cost/hour : <br />_$53.15 <br />100 <br />Ripper op. cost/hour :__ <br />$0.00 <br />NA <br />Operator cost/hour : <br />$38.54 <br />NA <br />Total unit cost/hour : <br />$132.61 <br />Total fleet cost/hour : $132.61 <br />MATERIAL QUANTITIES <br />Swell Loose <br />Initial <br />LCY <br />volume: 10,000 CCY <br />factor 1. 0 9 0 volume: 10,900 <br />Average push gradient: 0.00 % (pos) <br />Average site altitude : 4,620 feet <br />Material weight: 2,600 Ibs /LCY <br />Weight description : <br />Clay and gravel - Wet <br />.: :::::.:: ::.::::........................ <br />,ondition Correction Factors <br />Source <br />Operator skill : <br />0.75 <br />(avg.) <br />Material consistency : <br />0.90 <br />(Cat HB) <br />Dozing method: <br />1.00 <br />_ (gen.) <br />Visibility: <br />1.00 <br />(avg.) <br />Job efficiency : <br />0.83 <br />(1shift/day) <br />Spoil pile: <br />0.80 <br />(fnd - rf) <br />Push gradient: <br />1.00 <br />(Cat H B) <br />Altitude : <br />1.00 <br />( Cat H B) <br />Material weight: <br />0.88 <br />(Cat HB) <br />Blade type : <br />1.00 <br />(S /SU /U) <br />Net correction : <br />0.40 <br />Adjusted unit production : <br />162.82 <br />LCY /hr <br />Adjusted fleet production : <br />162.82 <br />LCY /hr <br />JOB TIME AND COST <br />Fleet size : 1 Dozer(s) Total job time : 66.95 Hours <br />Unit cost : $0.814 /LCY Total job cost: $8,878 <br />
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