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2008-08-22_INSPECTION - M1984041
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2008-08-22_INSPECTION - M1984041
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Last modified
8/24/2016 3:35:43 PM
Creation date
8/26/2008 3:21:54 PM
Metadata
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Template:
DRMS Permit Index
Permit No
M1984041
IBM Index Class Name
INSPECTION
Doc Date
8/22/2008
Doc Name
Bond Calculation
From
DRMS
To
American Gypsum, LLC
Inspection Date
8/21/2008
Email Name
THM
Media Type
D
Archive
No
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CIRCES Cost Estimating Software <br />BULLDOZER WORK <br />PROJECT IDENTIFICATION <br />Task # : 05a State :Colorado Permit/job# :M-1984-041 <br />Date <br />User <br />08/21/2008 <br />THM <br />County :Eagle Abbreviation :none <br />Site :Eagle - Gypsum Mine Filename :M041-05a <br />Agency or organization name: DRMS <br />Permit or other job action :Final Reclamation Cost Update <br />Task description : Spead topsoil and biosolids over 246 acres <br />HOURLY EQUIPMENT COST <br />Basic machine : Cat D8R Series 11 - 8SU (200; <br />Blade type : Semi-Universal <br />Attachment no. 1 :ROPS Cab <br />Attachment no. 2 :3-shank ripper <br />Horsepower : 310 <br />Shiftbasis : 1 per day <br />Data source : (CRG) <br /> Utilization % <br />Cost Breakdown : Ownership cost/hour : $57.13 NA <br /> Operating cost/hour : $77.13 100 <br /> Ripper op. cost/hour : $0.67 10 <br /> Operator cost/hour : $32.78 NA <br /> Total unit cost/hour : $167.70 Total fleet cost/hour : $335.41 <br /> <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume : 357,192 LCY factor : NA volume : 357,192 LCY <br /> <br />Source of estimated volume : Combined total topsoil and biosolid estimates <br />Source of estimated swell factor :NA <br /> <br />HOURLY PRODUCTION Job Condition Correction Factors Source <br /> Operator skill : 0.75 (avg.) <br />Average push distance : 200 feet Material consistency : 1.20 (Cat HB) <br />Unadjusted hourly production : 491.9 LCY/hr Dozing method : 1.00 (gen.) <br /> Visibility : 1.00 (avg.) <br />Material consistency description : Job efficiency : 0.83 (1shift/day) <br />Loose 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 : 7,000 feet Material weight : 1.44 (Cat HB)_ <br /> Blade type : 1.00 (S/SU/U) <br />Material weight : 1,600 Ibs/LCY Net correction : 0.86 <br />Weight description <br />Top Soil Adjusted unit production : 421.96 LCY/hr <br /> Adjusted fleet production : 843.93 LCY/hr <br /> <br />JOB TIME AND COST <br />Fleet size : 2 Dozer(s) Total job time : 423.25 Hours <br />Unit cost : $0.397 /LCY Total job cost : $141,961 <br />
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