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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 : 013 Slate :Colorado Permitlobp : M-1999-117 <br />Date : OY792000 County : Saguache Abbreviation :none <br />User : RCO Sile :Colorado Gmvel Products Pit Filename : M717-013 <br />Permit or other job action : New application - Bnal reclamation <br /> <br />Task description : Roadway grading after gravel veneer removed <br /> <br />HOURLY EQUIPMENT COST Basic machine : Caf DBN (1996) Horsepower : 285 <br /> Blade type :Semi-Universal <br /> Attachment no. 1 : ROPS Cab Shill basis : 1 per day <br /> AVachmenl no. 2 :3-shank upper <br />Cost Breakdown ~ Ownership cosVhour : 841.10 <br />Opera4ing cosUhour : 865.64 <br />Ripper op. cosUhour: E0.00 <br />Operator cosUhour: 823.12 <br />Total unit cost/hour : 8119.86 <br />NA <br />Total east cosUhour : $119.86 <br />MATERIAL QUANTITIES <br />Inuial Swell Loose <br />volume: 1,350 CCY factor: 7.125 volume: 1,519 LCY <br />Source of quantity take-off : Rec/amallon plan (road length x 20' x 4"depth) <br />Source of est. swell lector : Na <br />HOURLY PRODUCTION <br />Joh Condition Carreclion Factors <br />Average push distance : 750 leer Source <br />Unadjusted hourly production : 691 LCYfhr <br />Malarial consistency description <br />Cnnsn/Idarerl sfnnknllw <br />Average push gradient : 0.00 % (post <br />Average site altdude : 7,690 feet <br />Material weigh) : 2,550 Ibs/LCY <br />Material weight description <br />Earth - Drv packer) <br />JOB TIME AND COST <br />Fleet size: 1 Dozers) <br />Operator skill : 0.75 (avg <br />Material consistency : 1.00 (Cat h <br />Dozing method : 1.00 (gen <br />Visibility: 1.00 (avg <br />Job eeiciency: O.B3 (1shiN <br />Spoil pile : 0.70 (/nd-r <br />Push gradient : 1.00 (Cal! <br />Altitude : 1.00 (Cat i <br />Material weight : 0.90 (Cat i <br />Blade type : 1.00 (S or <br />Nel correction : 0.39 <br />Adjusted unit praduclion : 232.73 LCY/hr <br />Adlusled Oeel production : 232. iJ LCYIhr <br />Utilization We Cost data source : (CRG) <br />NA <br />700 <br />0 <br />Total job time' 6.54 Hours <br />Unit cost : 80.516 /LCY Total job cost 5784 <br />
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