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2010-08-25_PERMIT FILE - M1986040
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2010-08-25_PERMIT FILE - M1986040
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Entry Properties
Last modified
8/24/2016 4:20:02 PM
Creation date
8/31/2010 2:18:05 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1986040
IBM Index Class Name
PERMIT FILE
Doc Date
8/25/2010
Doc Name
Reclamation Costs Update and Notice of Surety Increase SI-2
From
DRMS
To
Lester Crawford , Bear River Sand and Gravel
Type & Sequence
SI2
Email Name
DB1
Media Type
D
Archive
No
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CIRCES Cost Estimating Software <br />BULLDOZER WORK <br />PROJECT IDENTIFICATION <br />Task # : &Ia State :Colorado' Permit/job# :M-1986-040 <br />Date : 0812512010 County :Routt Abbreviation :none _ <br />User : DMC Site :Bear River S & G Filename :M040-01a _ <br />Agency or organization name: DRMS <br />------ <br />Permit or other job action :112c SDG ---- <br />Task description :Spread topsoil <br />HOURLY EQUIPMENT COST <br />1 <br />310 <br />Basic machine : Cat DSR Series 11 - 8SU (200, Horsepower: - <br />Blade type : Semi-Universal <br />Attachment no. 1 : ROPS Cab Shiftbasis : 1 per day_ <br />Attachment no. 2 :NA <br /> Data source : _ (CRG) <br /> Utilization % <br />Cost Breakdown : Ownership cost/hour : $46.56 NA <br />Operating cost/hour : $70.63 100 <br />Ripper op. cost/hour : $0.00 NA <br />Operator cost/hour : $38.54 NA <br />Total unit cost/hour : $155.72 Total fl eet cost/hour : $155.72 <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume : 5,880 LCY factor : NA volume : 5,880 LCY <br />Source of estimated volume :site l permit file <br />Source of estimated swell factor : NA <br />HOURLY PRODUCTION Jo b 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 :__T91-9 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: 0.70 (fnd-mf) <br /> Push gradient : 1.00 (Cat H_B) <br />Average push gradient : 0.00 % (pos) Altitude : 1.00 (Cat HB) <br />Average site altitude : 6,520 feet Material weight : 1.44 (Cat HB) <br /> Blade type : 1.00 (S/SU/U) <br />Material weight : 1,600 Ibs/LCY Net correction : 0.69 <br />Weight description <br />Adjusted unit production : <br />338.81 <br />LCY/hr <br />Top Soil <br /> Adjusted fleet production : 338.81 LCY/hr <br />JOB TIME AND COST <br />Fleet size : 1 Dozer(s) Total job time : 17.35 Hours <br />Unit cost : $0.460 /LCY Total job cost : $2,703
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