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2009-02-13_INSPECTION - M1993050
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2009-02-13_INSPECTION - M1993050
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Entry Properties
Last modified
8/24/2016 3:43:38 PM
Creation date
2/16/2009 2:37:30 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1993050
IBM Index Class Name
INSPECTION
Doc Date
2/13/2009
Doc Name
FW Increase after a Site Visit
From
DRMS
To
Pioneer Sand
Inspection Date
12/29/2008
Email Name
BMK
Media Type
D
Archive
No
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CIRCES Cost Estimating Software <br />BULLDOZER WORK <br />PROJECT IDENTIFICATION <br />Task # '002 State : Colorado Permit/job# M-.1993-050 <br />Date 02/13/2009 _ County :El Paso` Abbreviation :none <br />User BMK Site Delallaroce Filename: M0507002, <br />Agency or,orgarnzation name :DRMS - <br />-Permit or other job action ; SURETY INCREASE AFTER SITE INSPECTION <br />Task description :APPLY SIX INCHES OF TOP SOIL OVER 9 ACRES <br /> <br />HOURLY EQUIPMENT COST <br /> Basic machine : Gat D8R Series It - 8SU (200: Horsepower: 310 <br /> Blade type : Semi-Universal <br /> Attachment no. 1 : ROPS Cab Shift.basis`: 1 per day <br /> Attachment no, 2 : 1-shank_ ripper. <br />T <br /> Rata:source : (CRG) <br /> j Utilization % - <br />Cost Breakdown : Ownership cost/hour : $58.03 NA <br /> Operating cost/hour : $77.13 100 <br /> Ripper op. cost/hour : $3.4040 <br /> Operator cost/hour : $32.78 T NA <br /> Total unit cost/hour : $971.34 T Total .fleet`cost/hour : $171:34 <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume : 7,260 CCY factor : 1.060 volume : 7,696 LCY <br /> <br />Source of estimated volume: EXHIBIT E - <br />Source of estimated swell factor.: EXHIBIT E <br /> <br />HOURLY PRODUCTION Job Condition Correction Factors - Source <br /> Operator skill : 0:75 (avg.) <br />Average push distance : 250 feet Material consistency : 1.00 ( (Cat HB) <br />Unadjusted hourly production : 377.6 LCY/hr Dozing method : 1.20 (slot) . ; <br /> Visibility : 1,00- (avg.) <br />Material consistency description ; Job efficiency 0.83 I (1shift1day) <br />Consolidated stockpile Spoil pile : 0.76 (fnd-mo <br /> Push gradient 1.05 (Cat HB) <br />Average push-gradient 2.00 % (neg) Altitude 1.00 (Cat H6) <br />Average site altitude : _ <br />5,340 feet - Material weight : _ <br />0.81: (Cat HB) <br /> :Blade type : 1.00 (S/SU/U) <br />Material weight : 2,850 Ibs/LCY Net correction: 0.447 <br />Weight, description <br />Gravel - Dry (114"-2"dia_m_ .) <br />-' T Adjusted unit production,: 166,75 L.CY/hr <br /> Adjusted fleet production : 166.75 LCY/hr <br /> <br />JOB TIME AND COST. <br />Fleet size Dozer(s) Total job time :.: 46.15`.. Hours <br />Unit cost : $1.028 /LC.Y Total job cost : $7,907 <br />
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