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2008-12-10_INSPECTION - M1999025
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2008-12-10_INSPECTION - M1999025
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Last modified
8/24/2016 3:38:46 PM
Creation date
12/15/2009 8:18:27 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1999025
IBM Index Class Name
INSPECTION
Doc Date
12/10/2008
Doc Name
Reclamation cost update
From
DRMS
To
Grand Junction Pipe and Supply Company
Email Name
THM
Media Type
D
Archive
No
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CIRCES Cost Estimating Softwa <br />ct - nNLY WORK <br />PROJ IDENTIFICATION <br />Agency or organization name DRMS <br />Task # : 08a State :Colorado Permit/job # : -1999 -025 <br />Date : 1210912009 County : Mesa <br />Abbreviation : none <br />User: THM <br />Site Soaring Eagle Filename : MO25 -08a <br />Permit or other job action : Final Reclamation Cost Estimate Update <br />Task description: Replace topso on 29 acre facilities area <br />HOURLY EQUIPMENT COST <br />Model :Cat 633E Series 2 (2001 <br />Cost Breakdown : Job utilization % <br />Ownership cost/hour : $80.67 NA <br />Operating cost/hour :__ $124.44 100 <br />Operator cost/hour : $38.72 NA <br />Total unit cost/hour : $243.82 Total fleet cost/hour <br />Shift basis: 1 per day <br />Horsepower 490 <br />Weight (UST) : 56.34 <br />Cost data source : (CRG) <br />$243.82 <br />MATERIAL QUANTITIES <br />Swell Loose <br />Initial LCY <br />volume: 2 LCY <br />factor : NA volume: 27,292 <br />Source of quantity take -off :29 acre facilities /wash pond area covered with 7" of topsoil <br />Source of estimated swell factor <br />HOURLY PRODUCTION <br />Hauling Capacity: <br />Scraper Payload (weight) Basis <br />Material weight: <br />Material description <br />Top Soil <br />1,600 pounds /LCY <br />Bowl (volume) Basis: <br />Struck volume : 23.20 LCY <br />Heaped volume: 34.00 LCY <br />Average volume: 28.60 LCY <br />Rated payload : 82,000 pounds <br />Payload capacity : 51.25 LCY <br />Cycle Time (load + haul + spread + retur : <br />Travel time: <br />Route <br />Distance (feet) Grade ( %) <br />Roll. res.( %) <br />Haul: <br />400 0.0 <br />5.0 <br />Return : <br />400 0.0 <br />5.0 <br />•" travel time adjusted for acceleration and deceleration at load and dump points <br />velocities are max. attainable per total resistance shown, not average <br />Job Condition Correction Factors : <br />Site altitude (feet) : 4,500 <br />Altitude adjustment factor: 1.00 <br />(Cat HB) <br />Job efficiency factor: 0. <br />(1 shift/day) <br />Net job correction factor :0.83 <br />Adjusted capacity : 28.60 <br />LCY *"* <br />Loading time: 0.90 minutes <br />Maneuver and spreading time : 0.70 minutes <br />loading time per pair on push -pull models <br />Total res.( %) Velocity (fpm) Travel time (min.) <br />5.0 1,375 0.43 m inutes ** <br />5.0 2,288 0.17 minutes ** <br />Total cycle time : 2.21 _minutes <br />2 times volume on push -pull models <br />JOB TIME AND COST <br />Total job time : 42.33 Hours <br />Fleet size : 1 Scraper(s) 1 <br />Unit cost: $0.3 /LCY Total job cost $10,322 <br />
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