Laserfiche WebLink
I ~' CIRGES Cost Estlmating Software <br />SCRAPER ONLY WORK <br />PROJECT IDENTIFICATION <br />Table 3.7-1 Page 17 <br />Agency or organization name :Colorado Division OlMinerals And Geology <br />Task#: 015 State :Colorado PermiVjob#:C-1980-004 <br />Date: 12282005 County:Ga~eld Abbreviation :none <br />User: JRS SRe :Mcclane Canyon Mine Filename :0004-015 <br />Pertnd or other job action :Permit Renewal 00 <br />Task description :Replace rOpSOlI from <br />HOURLY EQUIPMENT COST <br />Model :Cat 621G <br />to Sediment Pond and Office Area <br />Shin basis : 1 perday <br />Cost Breakdown : Job utilization °k Horsepower : 365 <br />Ownership cesbhour : $3706 NA Weight (UST) : 35.55 <br />Operating cesVhour : $79.46 100 Cost data source : (CRG) <br />Operator cosUhour : $32.15 NA <br />Total unk cosVhour : $148.68 Total fleet cestlhour : $148.88 <br />MAl'ERIAL QUANTITIES ~~~ ~- ~~ ~~ - - - ~~~~ ~~ <br />Initial Swell Loose <br />volume: 1,078 CCY factor : 1.115 volume: 1,202 LCY <br />~ Source of quantny takeoff .Operator Estimate <br />~ <br />Source of estimated swell factor CAT Handbook <br />HOURLY PRODUCTION <br />Haulino Caoacitv <br />Scraper Payload (weight) Basis : Scraper Bowl (volume) Basis <br />Matedal weight : 2,100 poundslLCY Struck volume : 14.00 LCY <br />Material descdption : Heaped volume : 20.00 LCY <br />Earth -loam Average volume : 1700 LCY <br />Rated payload : 48,000 pounds <br />Payload capacity : 22.86 LCY Adjusted capacity : 17.00 LCY ••' <br />Cvcle Time (load + haul + spread + return) : Loading time : 2.00 minutes' <br /> Maneuver and spreading time : 0.70 minutes <br />Travel time : • baGirg tlme oar pair on wsn-wn moeels <br />Route Distance (feet) Grade (°k) Roll. res,(°k) Total res.(°h) Velocity (fpm) Travel time {min.) <br />Haul: 300 0.0 5.0 5.0 1,443 0.31 minutes" <br />Retum: 300 0.0 5.0 5.0 2,472 0.12 minutes '• <br />-aavei orre aenrsrea ror acelemeon one eecelea[ion at tone one awry p°irNa <br />velocities ere max. attainable per toW resistance stwwn, rwt average <br />Job Condition Correction Factors <br />Site altitude (feet) : 5,600 <br />Altitude adjustment factor : 1.00 (Cat HB) <br />Job efficiency factor : 0.83 (1 shifl/day) <br />correction tailor: 0.83 <br />Total cycle time : .3.13 <br />Adiustesl Houdv Production <br />Unadjusted unit production <br />Adjusted unR production <br />Adjusted fleet production <br />2 times volraae on push pull moeels <br />325.41 <br />270.09 <br />270.09 <br />minutes <br />LCY/Hour••• <br />LCY/Hour <br />LCYMour <br />JOB TIME AND COST <br />Fleet size : 1 Scraper(s) Total job time : 4.45 Hours <br />Unit cost : $0.550 )LCY Total job cost : $662 <br />