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PERMFILE126919
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PERMFILE126919
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Entry Properties
Last modified
8/24/2016 10:24:04 PM
Creation date
11/25/2007 4:03:32 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1977023
IBM Index Class Name
Permit File
Doc Date
2/9/2001
Doc Name
READY MIX PN M-1977-023 RECLAMATION COST RECALCULATION BOND INCREASE NOTICE
From
DMG
To
VALCO GUNNISON CONCRETE DIVISION
Media Type
D
Archive
No
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<br />CIRCES Cost Estimating Software <br />BULLDOZER WORK <br />PROJECT IDENTIFICATION <br /> Agency or organization name :OMG <br /> <br />Task tl' 013 State : Coloratlo PermNjobp : M-1977-023 <br />Dale . OY062007 County :Gunnison Abbreviation :none <br />User : RCO Site :Ready Mrx Pit Filename . M023-013 <br /> <br />Perm d or other job action : Bond review <br /> <br /> Task description :Spread topsoil on N pad area, excl 2.3 ac not disturbed In NW cor <br /> <br />HOURLY EQ UIPMENT COST Basic machine : Cat DBN (799fi) Horsepower : 285 <br /> Blade type : Semi-Universal <br /> Attachment no 1 : ROPS CaD Shift hasis : 7 per day <br /> Attachment no. 2 : 3-shank upper <br /> <br /> Utilization q Cosl data source : (CRG) <br /> Cost Breakdown : Ownership cosUhour : $44.00 NA <br /> ODeraling cosUhour: $64.40 700 <br /> Ripper op. cosllhour : $D.DD 0 <br /> Operator cosUhour: 527.99 NA <br /> Total unit cosUhcur : $136.38 Total gee) cost/hour : $136.38 <br />MATERIAL QUANTITIES <br /> <br />India) Swell Loose <br />volume: 76,219 LCY lector: NA volume: 16,219 LCY <br />Source of quantity Take-oft : 17.87 ac ~ 6'deep, see Task 012 <br />Source of est. swell factor : NA <br />Average push distance: 60 feet <br />Unadjusted hourly production : 1180 LCY/hr <br />Material consistency description <br />Loose sfacknile <br />Average push gradient : 0.00 % (post <br />Average site altitude : 7, 700 feel <br />Material weight . 2, 700 Ibs/LCV <br />Material weigh) description <br />Earth-Loam <br /> <br />Operator skill: <br />0.75 Source <br />(avg.) <br />Material consistency: 1.20 (Cat HB <br />Dozing method : 1.00 (gen.) <br />Visibtliry: 1.00 (avy.J <br />Job elficienry: 0.83 (1shilVda <br />Spoil pile : 0.70 (Indmfj <br />Push gradient : 1.00 (Gat HB <br />Altitude : 1.00 (Gat HB <br />Material weight : 1.10 (Cal HB <br />Blade type : 1.00 (S or UJ <br />Net correction : 0.57 <br />Adjusted unit production : 675.26 LCY/hr <br />Adjusted gee) production : 675.26 LCY/hr <br />JOB TIME AND COST <br />Fleet size: 1 Dozers) <br />Unit cast : 80.202 /LCY <br />Total job time : 24.02 Hours <br />Total job cost: $3,276 <br />
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