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2005-01-10_REVISION - M1989084
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2005-01-10_REVISION - M1989084
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Entry Properties
Last modified
6/16/2021 2:14:42 PM
Creation date
11/21/2007 9:43:05 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1989084
IBM Index Class Name
Revision
Doc Date
1/10/2005
Doc Name
Reclamation Cost & Summary
From
DMG
To
File
Type & Sequence
SO1
Media Type
D
Archive
No
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CIRCES Cost Estimatinu Software <br />PROJECT IDENTIFICATION <br />Task # : 002 <br />State :Colorado <br />County :Fremont <br />Site :Oak Creek Gravel Pit <br />PermiUjob# : M-1998-084 <br />Abbreviation :none <br />Filename :M084-002 <br />Date : 01/10/2005 <br />User : LDO <br />Agency or organization name :DMG <br />Permit or otherjob action :Reclamation cost estimate Re SO-1 <br />Task description :Grade pit highwalls from 1:1 to 3:1 h:v <br />HOURLY EQUIPMENT COST <br />310 <br /> Basic machine : Cat DSR Series ll - 8U Horsepower : <br /> Blade type : Universal <br /> Attachment no. 1 : ROPS Cab Shift basis : 1 per day <br /> Attachment no. 2 : 3-shank dpper <br /> Data source : (CRG) <br /> Utilization <br />Cost Breakdown : Ownership cosUhour : $48.82 NA <br /> Operating cost/hour : $66.09 100 <br /> Ripper op.cosUhour : $1.77 25 <br /> Operator cosUhour : $31.76 NA <br /> Total unit costlhour : $148.44 Total fleet cosUhour : $148.44 <br />;.. _.<. <br />MATERIAL QUANTITIES <br />Initial SweA Loose <br />962 BCY factor <br />12 : 1.330 volume : <br />239 <br />17, <br />LCY <br />, <br />volume : <br />Source of estimated volume :estimate <br />Source of estimated swell factor :cat hand book <br />;i :.: <br /> <br />HOURLY PRODUCTION i ;: ,:, :. <br />.. <br />Job Condition Correction Factors .~i. .: e;, .. <br /> <br />Source <br /> Operator skill . 0.75 (avg.) <br /> 60 feet Material consistency : 0.90 (Cat HB) <br />Average push distance : <br /> 4 LCYihr <br />438 <br />1 Dozing method : 1.10 (50% sl) <br />Unadjusted hourly production : . <br />, <br /> Visibility : 1.00 (avg.) <br /> Job efficiency : 0.83 (lshifl/day) <br />Material consistency description : Spoil pile : 0.70 (Ind-mt) <br />Compacted fill or embankment 52 <br />1 (Cat HB) <br /> Push gradient : . <br /> 00 % (neg) <br />25 Altitude : 1.00 (Cat HB) <br />Average push gradient : . <br /> 800 feet <br />7 Material weight : 0.79 (Cat HB) <br />Average site attitude : , <br /> Blade type : 1.00 (S/SU/U) <br />ht <br />i 900 Ibs/LCY <br />2 Net correction : 0.52 <br />: <br />g <br />Material we , <br />Weight description : <br />th <br />50% Ea <br />k <br />Adjusted unit production : <br />746.28 <br />LCYlhr <br />r <br />, <br />Decomposed rock - 50% Roc <br /> Adjusted fleet production : 746.28 LCY/hr <br />JOB TIME AND COST <br />r( <br />j <br />D <br />Total job time : <br />23.10 <br />Hours <br />Fleet size : oze <br />s <br />1 <br />Unit cost : $0.199 ILCY Total job cost $3,429 <br />
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