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PERMFILE64916
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PERMFILE64916
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Entry Properties
Last modified
8/24/2016 11:10:49 PM
Creation date
11/20/2007 8:37:42 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M2005061
IBM Index Class Name
Permit File
Doc Date
7/11/2006
Doc Name
112c Decision Letter and Bond Calc.
From
DMG
To
M A Concrete Construction Inc.
Media Type
D
Archive
No
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CIRCES Cost Estimating Software <br />PROJECT IDENTIFICATION <br />Task # : OSa State :Colorado PermiUjob# : M-2005-061 <br />Date : 06/21/2006 County :Mesa Abbreviation :none <br />SSS <br />U Site :20 Road Gravel Pit Filename : M061-05a <br />ser : <br />Agency or organization name : DMG <br /> <br />Permit or other job action :New 112c application <br />Task description :Rough grade and loosen area to receive topsoil <br />HOURLY EQUIPMENT COST <br /> Basic machine :Cat DSR Series II - 8SU Horsepower : 310 <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 cosUhour : $53.92 NA <br /> Operating cosUhour : $75.29 100 <br /> Ripper op. cosUhour : $2.39 30 <br /> Operator cosUhour : $32.53 NA <br /> Total unit cosUhour : $164.14 Total fleet cost/hour : $164.14 <br /> <br /> <br />_, . . <br />_< ' <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume: 22,103 LCY factor : NA volume: 22,103 LCY <br />Source of estimated volume :Affected area minus topsoil stockpile and lake area <br />Source of estimated swell factor : NA <br />HOURLY PRODUCTION Job Condition Correction Factors Source <br />Average push distance : 55 feet <br />Unadjusted hourly production : 1,323.4 LCY/hr <br />Material consistency description <br />Consolidated stockpile <br />Average push gradient <br />Average site altitude <br />Material weight <br />Weight description <br />Clav -Natural bed <br />0.00 % (I <br />4, 500 feet <br />2.800 Ibs/LCY <br />Operator skill : 0.75 (avg.) <br />Material consistency : 1.00 (Cat HB) <br />Dozing method : 1.00 (gen.) <br />Visibility : 1.00 (avg.) <br />Job efficiency : 0.83 (lshi(Uda} <br />Spoil pile : 0.80 (fnd-rt) <br />Push gradient : 1.00 (Cat HB) <br />Altitude : 1.00 (Cat HB) <br />Material weight : 0.82 (Cat HB) <br />Blade type : 1.00 (S/SU/U; <br />Net correction : 0.41 <br />Adjusted unit production : 541.17 LCY/hr <br />Adjusted fleet production : 541.17 LCY/hr <br />JOB TIME AND COST <br />Fleet size : 1 Dozers) Total job time : 40.84 Hours <br />Unit cost : $0.303 /LCY Total job cost : $6, 704 <br />
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