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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 # : 006 State : Goloratlo Permidjob# : M-1977-02J <br />Dale : 02/062001 County :Gunnison Ahhreviation :none <br />User : RCO Sile :Ready Mrx Prt Filename : M023-006 <br /> <br />Permit or other job action : Bontl review <br /> <br />Task description :Grade SW pond slope to 3:1 <br /> <br />HOURLY EQUIPMENT COST Basic machine : Cal DBN (1996) Horsepower : 2B6 <br /> Blade type : Semi-Universal <br /> Attachment no. 1 : ROPS Cab Shift basis : 1 per day <br /> Attachment no. 2 : 3-shank ripper <br /> <br /> Utilization % Cost data source : (CRG) <br />Cast Breakdown : Ownership cosUhour: 544.00 NA <br /> Operating cosVhour : 864.40 100 <br /> Ripper op. cosVhour: 50.75 f0 <br /> Operator cosUhour: 527.99 NA <br /> Total unit cosUhour : 4737.13 Total fleet cosVhour : $137.13 <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume: 12,481 BCY factor: 1.430 volume: 17,848 LCY <br />Source of quanliry lake-e0: 124Nf insp: 3370'penmerer iDL 1:1 avg <br />Source of est. swell laclor:Na <br />Average push distance : 50 feet <br />Unadjusted hourly production : 1180 LCY/hr <br />Material consistency description <br />Compacted 011 or embankment <br />Average push gradient : 20.00 % (negJ <br />Average site altitude : 7, 700 feet <br />Material weight : 3,300 Ibs/LCY <br />Material weigh) description <br />Decomposed mck - 76% Rock. 26% Earth <br />JOB TIME AND COST <br />Fleet size : 1 Dozers) <br />Unit cost : $0.261 /LCY <br /> <br />Operator skill: <br />0.75 Source <br />(avg.) <br />Material consistenry : 0.90 (Cat HB, <br />Dozing method : 1.00 (gen.) <br />Visibility: 1.00 (avg.) <br />Jab efficiency: 0.83 (1shiNtla <br />Spoil pile: 0.80 (Ind-rQ <br />Push gradient : 1.43 (Car HB, <br />Altitude: 1.00 (Car HB, <br />Material weight: 0.70 (Cat HB, <br />Blade type : 7.00 (S or U) <br />Nel correction : 0.45 <br />Adjusted unit production : 525.31 LCY/hr <br />Adjusted heel production : 525.31 LCY/hr <br />Total job lime : 33.98 Hours <br />Total job cost: 54,659 <br />
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