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PERMFILE60919
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PERMFILE60919
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Entry Properties
Last modified
8/24/2016 11:07:39 PM
Creation date
11/20/2007 6:56:33 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1999117
IBM Index Class Name
Permit File
Doc Date
5/24/2000
Doc Name
RECLAMATION COST SUMMARY FORM
Media Type
D
Archive
No
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<br />CIRCES Cost Estimating Software <br />BULLDOZER WORK <br />PROJECT IDENTIFICATION <br />Agency or organization name :OMG <br /> <br />Task p . 012 Stale : Colomtlo Permigjohp : M-1999.117 <br />Date : 05'192000 County : Saguache Abbreviation :none <br />User : RCO Site : Colo2tlo Gravel Products Pit Filename : M717-012 <br /> <br />Permd or other job action : New application -Mal reclamallon <br /> <br />Task description : Spread topsoil on pit slopes <br /> <br />HOURLY EQUIPMENT COST Basic machine: Caf DeN (1996) Horsepower: 265 <br /> Blade type :Semi-Universal <br /> Attachment no. 1 : ROPS Cab Shift hasis : 1 pe/day <br /> Adachmenl no. 2 :3-shank dpper <br /> Utilization % Cost data source : (CRG) <br />Cost Breakdown : Ownership cosllhour : $d7.10 NA <br /> Operating cosUhour : 555.64 100 <br /> Ripper op. cosghour: 50.00 0 <br /> Operator cost/hour: 523.12 NA <br /> Total unit cosVhour : 5719.86 Total heel cosVhour : $119.88 <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume: 1,947 CCY factor: 1.125 volume: 1,190 LCY <br />Source of quantity lake-off :Reclamation plan (1800 LF slope x 80'slope length x 4'deep) <br />Source of est. swell factor : Na <br />HOURLY PRODUCTION <br />Job Condition Correction Factors <br />Average push distance : 60 teat Source <br />Unadjustetl hourly production: 7078 LCV/hr <br />Material consistency description <br />Pauly nnnxnlldafcrl xVVr4nllc <br />Average push gradient: 20.00 %(negJ <br />Average site altitude : 7,690 feet <br />Malarial weight : 2,550 IbslLCY <br />Material weight description <br />Earth - Orv oacketl <br />JOB TIME AND COST <br />Flees size' 1 Dozers) <br />Operator skill : 0.75 (avg <br />Material consistency: 1.10 (Carl <br />Dozing method : 1.00 (gen <br />Visibility: 1.00 (avg <br />Job efficienry: 0.83 (1shIN <br />Spoil pile: 0.70 (ind-r <br />Push gradient : 1.43 (Cat t <br />Altitude: 1.00 (Cali <br />Material weight : 0.90 (Cat h <br />Blade type : 1.00 (S or <br />Net correction : 0.62 <br />Adjusted unit production : 664.45 LCY/hr <br />Adjusted fleet production : 684.45 LCY/hr <br />Total joh lime : J.30 Hours <br />Unn cost : EO.1BO /LCV Total job cost : $J95 <br />
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