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2005-04-14_REVISION - M1977205
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2005-04-14_REVISION - M1977205
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Entry Properties
Last modified
6/16/2021 5:56:51 PM
Creation date
11/21/2007 2:27:58 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1977205
IBM Index Class Name
Revision
Doc Date
4/14/2005
Doc Name
Bond Calculation
From
DMG
To
Richard E. Curry Marilyn L. Curry dba Tri-County Gravel
Type & Sequence
TR1
Media Type
D
Archive
No
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CIRCES Cost Estimating Software <br />PROJECT IDENTIFICATION <br />Task # : p2a <br />Date : 04/13/2005 <br />User: SSS <br />State :Colorado <br />County :Delta <br />Site : Tri-County Gravel <br />PermiUob# : M-1977-205 <br />Abbreviation :none <br />Filename : M205-p2a <br />Agency or organization name :OMG <br />Permit or otherjob action :TR-01 <br />Task description :Repl <br />HOURLY EQUIPMENT COST <br />Cost Breakdown <br />on banks of Phase l and <br />Basic machine :Cat D7R Series 11 - 7SU <br />Blade type :Semi-Universal <br />Attachment no. 1 : ROPS Cab <br />Attachment no. 2 :3-shank ripper <br />Ownership cosuhour <br />Operating cosuhour <br />Ripper op. cosuhour <br />Operator cosuhour <br />Total unit cosuhour <br />Initial <br />volume: 5,400 LCY <br />Swell <br />factor <br />Utilization <br />$40.61 NA <br />$48.13 100 . <br />$0.59 10 <br />$31.76 NA <br />$121.09 Total fleet cosuhour <br />Loose <br />NA volume : 5,400 LCY <br /> <br /> <br /> <br /> <br /> <br />Source of estimated volume :1600' x 45' bank & 1100' x 200' area w/5"depth <br />Source of estimated swell factor :NA <br />HOURLY PRODUCTION Job Condition Correction Factors Source <br /> Operator skill : 0.75 (avg.) <br />Average push distance : 125 feet ~ Material consistency : 1.10 (Cat HB) <br />Unadjusted howdy production : 600.0 LCY/hr Dozing method : 1.00 (gen.) <br /> Visibility : 1.00 (avg.) <br />Material consistency description : Job efficiency : 0.83 (1shiR/day) <br />Partly consolidated stockpile Spoil pile : 0.60 (fnd-sf) <br /> Push gradient : 1.00 (Cat HB) <br />Average push gradient : 0.00 % (pos) Altitude : 1.00 (Cat HB) <br />Average site altitude : 5,380 feet Material weight : 1.44 (Cat HB) <br /> Blade type : 1.00 (S/SU/U) <br />Material weight : 1,600 Ibs/LCY Net correction : 0.59 <br />Weight description <br />Top Soil <br />Adjusted unit production <br />Adjusted fleet production <br />area of Phase 11 <br />Horsepower: 240 <br />354.23 <br />354.23 <br />Shift basis : 1 per day <br />Data source : (CRG) <br />$121.09 <br />LCY/hr <br />LCY/hr <br />
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