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2013-09-18_PERMIT FILE - M2013064 (10)
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2013-09-18_PERMIT FILE - M2013064 (10)
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Last modified
8/24/2016 5:25:10 PM
Creation date
9/19/2013 2:25:34 PM
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Template:
DRMS Permit Index
Permit No
M2013064
IBM Index Class Name
PERMIT FILE
Doc Date
9/18/2013
Doc Name
New Application, Part 3
From
Varra Companies, Inc.
To
DRMS
Media Type
D
Archive
No
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PROJECT IDENTIFICATION <br />Task X 003 <br />Date 1.00212009 <br />User MAC <br />CIRCES Cost Estimatina Software <br />BULLDOZER WORK <br />State Colorado Permitijobttt M-1999 -006 <br />County Weld _ Abbreviation none _ <br />Site Kurtz Resource Recovery A Filename 141006-003 <br />Agency or organization name DRMS <br />Permit or other lob action Bond Estimate <br />Task description Grading Pit Walls -Tract A <br />HOURLY EQUIPMENT COST <br />Basic machine Cat D9R - 9V (2005) <br />Blade type Universal <br />Attachment no 1 ROPS_ Cab <br />Attachment no 2 NA <br />Cost Breakdown Ownership costihour <br />Operating costihour <br />Ripper op costihour <br />Operator costihour <br />Total unit cost/hour <br />MATERIAL QUANTITIES <br />Horsepower 405 <br />Shift basis 1 per day <br />Data source (CRG) <br />Utilization % <br />$5816 NA <br />$10159 ? 100 <br />$000 1 NA <br />S38 54 NA <br />S19829 Total fleet costihour $396.57 <br />Initial Swell Loose <br />volume 61,034 LCY factor NA volume 61,034 LCY <br />Source of estimated volume Revised Reclamation Cost E.shmate(Spreadsheet) <br />Source of estimated swell factor NA <br />HOURLY PRODUCTION <br />Job Condition Correction Fors <br />Source <br />Operator skill <br />075 <br />(avg 1 <br />Average push distance <br />50 <br />feet <br />Material consistency <br />090 <br />(Cat H©) <br />Unadjusted hourly production <br />2.2229 <br />LCYthr <br />Dozing method <br />100 <br />(gen 1 <br />Visibility <br />100 <br />(avg ) <br />Material consistency description <br />Job effiuency <br />083 _ <br />(1shilVday) <br />Compacted fill or embankment <br />Spoil pile <br />080 <br />ffnd -r0 <br />Push gradient <br />030 <br />(Cat HB) <br />Average push gradient <br />3000 <br />% (pas) <br />Altitude <br />100 <br />! (Cat HB) <br />Average site aitilude <br />4 800 <br />feet <br />Material weight <br />079 <br />(Cat HB) <br />Blade type <br />100 <br />(S/su/li) <br />Material weight <br />2,900 <br />lbs/LGY <br />Net correction <br />6-1-1- <br />Weight description <br />Decomposed nx:k - 50% Rock, 50% Fwrth <br />Adjusted unit production — <br />23545 i <br />LCY/hr <br />Adjusted fleet production <br />470.90 <br />LCY/hr <br />JOB TIME AND COST <br />Fleet size <br />2 <br />Dozer(s) <br />Total lob time <br />129.61 <br />Hours <br />Unit cost <br />$0842 <br />ILCY <br />Total job cost <br />$51,401 <br />
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