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2009-10-05_INSPECTION - M1978221
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2009-10-05_INSPECTION - M1978221
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Entry Properties
Last modified
8/24/2016 3:55:59 PM
Creation date
10/8/2009 9:09:48 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1978221
IBM Index Class Name
INSPECTION
Doc Date
10/5/2009
Doc Name
Inspection report
From
DRMS
To
Lowell & Lenny Klinglessmith
Inspection Date
9/23/2009
Email Name
THM
Media Type
D
Archive
No
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CIRCES Cost Estimating Software <br />BULLDOZER WORK <br />PROJECT IDENTIFICATION <br />Task # : 03a State : Colorado Permit/job# : M-1978-221 <br />Date <br />User <br />1010512009 <br />THM <br />Abbreviation :none <br />Filename :M221-03a <br />-- <br />Agency or organization name: DRMS <br />Permit or other job action : SO - <br />Task description : Spread 6" of topsoil over 2.5 acres (2016 Cu/yd) <br />HOURLY EQUIPMENT COST <br />Basic machine : Cat D5G XL - 5P Horsepower 90 <br />Blade type :Power Angle Tilt <br /> Attachment no. 1 :BOPS Cab Shift basis : --I per day <br /> Attachment no. 2 : NA <br /> Data source : (CRG) <br /> Utilization % <br />Cost Breakdown : Ownership cost/hour : $15.72 NA <br /> Operating cost/hour : $30.04 100 <br /> Ripper op. cost/hour : $0.00 NA <br /> Operator cost/hour : $38.54 NA <br /> Total unit cost/hour : $84.30 Total fl eet cost/hour : $84.30 <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume : 2,016 LCY factor : NA volume : 2,016 LCY <br />Source of estimated volume: Permit Application <br />Source of estimated swell factor : NA ---- <br />HOURLY PRODUCTION Job Condition Correction Factors Source <br /> Operator skill : 0.75 (avg.) <br />Average push distance : 200 feet Material consistency : 1.10 (Cat HB) <br />Unadjusted hourly production : 150.0 LCY/hr Dozing method : 1.00 - (gen.) <br /> Visibility : 1.00 _ (avg.) <br />Material consistency description : Job efficiency : 0.83 (1shift/day) <br />Partly consolidated stockpile Spoil pile : 0.80 (fnd-rf) <br /> Push gradient : 1.00 (Cat HB) <br />Average push gradient : 0.00 % (neg) Altitude : 1.00 (Cat HB) <br />Average site altitude : 6,570 feet Material weight : 1.44 (Cat HB)_ <br /> Blade type : 1.00 (PAT) <br />Material weight : 1,600 Ibs/LCY Net correction : 0.79 <br />Weight description <br />Top Soil Adjusted unit production : 117.95 LCY/hr <br /> Adjusted fleet production : 117.95 LCY/hr <br />JOB TIME AND COST <br />Fleet size : 1 Dozer(s) Total job time : 17.09 Hours <br />Unit cost : $0.715 /LCY Total job cost : $1,441 <br />County : Rio Blanco <br />Site : K-Bar-T Pit
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