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2009-03-29_REVISION - C1984065 (2)
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2009-03-29_REVISION - C1984065 (2)
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Last modified
8/24/2016 3:44:50 PM
Creation date
4/2/2009 11:11:59 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1984065
IBM Index Class Name
REVISION
Doc Date
3/29/2009
Doc Name
2009 Midterm Review Cost Estimate
From
DRMS
To
J.E. Stover & Associates
Type & Sequence
MT6
Email Name
JRS
Media Type
D
Archive
No
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PROJECT IDENTIFICATION <br />Agency or org <br />Task # : 019 <br />Date : 0312912009 <br />User : JRS <br />CIRCES Cost Estimating Software <br />SCRAPER - ONLY WORK <br />anization name : Colorado Division Of Reclamation, Mining And Safety <br />State : Colorado Permit/job #: C-1984-065 <br />County: Garfield Abbreviation :none <br />Site : Coal Ridge Mine Filename : C065-019 <br />Permit or other job action :2009 Midterm Review <br />Task description :Replace Topsoil from Stockpile to Sediment Pond <br />HOURLY EQUIPMENT COST <br />Model : Cat 621 G Shiftbasis : 1 per day <br />Cost Breakdown : Job utilization % Horsepower : 365 <br />Ownership cost/hour : $50.48 NA Weight (UST) : 35.55 <br />Operating cost/hour : $85.90 100 Cost data source : (CRG) <br />Operator cost/hour : $24.95 NA <br />Total unit cost/hour : $161.33 Total fleet cost/hour : $161.33 <br /> <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume : 4,678 CCY factor : 1.125 volume : 5,263 LCY <br /> <br />Source of quantity take-off : Plate 4-1 <br />Source of estimated swell factor : CAT Handbook <br /> <br />HOURLY PRODUCTION <br />Hauling Capacity <br />Scraper Payload (weight) Basis : Scraper Bowl (volume) Basis : <br />Material weight : 2,550 pounds/LCY Struck volume : 14.00 LCY <br />Material description : Heaped volume : 21.00 LCY <br />Earth - Dry packed Average volume: 17.50 LCY <br />Rated payload : 48,000 pounds <br />Payload capacity : 18.82 LCY Adjusted capacity : 17.50 LCY *** <br />Cycle Time (load + haul + spread + return) : Loading time : 2.00 minutes <br /> Maneuver and spreading time : 0.70 minutes <br />Travel time : • loading time per pair on push-pull models <br />Route Distance (feet) Grade (%) Roll. res.(%) Total res.(%) Velocity (fpm) Travel time (min.) <br />Haul : 1,300 -3.5 4.0 0.5 2,903 0.69 minutes ** <br />Return : 1,300 3.5 4.0 7.5 1,468 0.89 minutes ** <br />travel time adjusted for acceleration and deceleration at load and dump points <br />velocities are max. attainable per total resistance shown, not average Total cycle time 4.28 minutes <br />Job Condition Correction Factors : <br />Site altitude (feet) : 5,700 Adjusted Hourly Production <br />Altitude adjustment factor : 1.00 (Cat HB) Unadjusted unit production : 245.61 LCY/Hour*** <br />Job efficiency factor : 0.83 (1 shift/day) Adjusted unit production : 203.86 LCY/Hour <br /> Adjusted fleet production : 203.86 LCY/Hour <br />Net job correction factor : 0.83 *•' 2 times volume on push-pull models <br /> ....... _ _. -..._a <br />_. ....... _.. <br />JOB TIME AND COST <br />Fleet size : 1 Scraper(s) Total job time : 25.82 Hours <br />Unit cost : $0.791 /LCY Total job cost : $4,165
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