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CIRCES Cost Estimating Software <br />sheet 1 of 2 <br /> Agency or organization name : DRMS <br />Task # : 008 State :Colorado Permit/job # : M-1977-285 <br />Date : 09/18/2008 County :San Mrguel Abbreviation :none <br />User : RCO Site :Sunday Mine Filename : M285-008 <br /> <br />Permit or other job action :Final reclamation (TR-02 updated) <br /> Task description :Haul backfill material forplacement into vent shafr S-3 <br />HOURLY EQ UIPMENT COST Shift basis : ~~ 1 per day <br /> ( Equipment Description <br />Truck/loader team -Truck :Lat 730 <br />-Loader :(CAT 950G high lift (2002) <br />Support equipment -Load area <br />-Dump area <br />Road maintenance -Motor grader <br />-Water truck <br />Cost Breakdown : Truck/Load <br />Truck er Work Team <br />Loading Tool Support Equipment <br />Load Area ~ Dump Area Roatl Maintenance Equipment <br />Motor Grader Water Truck <br />Import data filename : truck2 loader NA NA NA NA <br />Utilization-machine : 100 84 NA NA NA NA <br />-Ripper attachment: NA NA NA NA NA NA <br />Ownership cosUhour : $34.89 $21.50 NA NA NA NA <br />Operating cost/hour: $47.61 $24.54 NA NA NA NA <br />Ripper op. cosUhour : NA NA NA NA NA NA <br />Operator wsUhour : $21.75 $32.78 NA NA NA NA <br />Unit subtotals : $104.25 $78.82 NA NA NA NA <br />Number of units : 3 1 0 0 0 0 <br />Group subtotals : Work : $391.58 Support : $0.00 Maintenance : $0.00 <br />Total work team cost/hour : $391.58 <br />MATERIAL QUANTITIES <br />Initial Swell loose <br />volume : 1,069 LCY factor ; NA volume : 1.069 LCY <br />Source of quantity take-off : TR-02 reclamation plan <br />Source of estimafed swell factor : NA <br />Material purchase cost : $0.00 /LCY Total cost : $0 <br />HOURLY PRODUCTION <br />Truck Capacity <br />Truck Payloatl (weight) Basis : I Truck Bed (volume) Basis <br />Material weight: 2,550 pounds/LCY Struck volume: 16.40 LCY <br />Descr.: Sandstone Heaped volume : 21.40 LCY <br />Rated payloatl : 60,000 pounds Average volume : 18.90 LCY <br />Payload capacity : 23.53 LCY Adjusted volume': 21.40 LCY <br />Final truck volume based on number of loader passes : 18.56 LCY <br />• Wck volume atljusted to not exce ed ratetl payloatl or heapetl volume <br />Loading Tool Capacity : ob Condition Corrections : Site altitude (ft.) : 6,000 <br />Rated capacity (nom. heaped) : 3.750 LCY Truck Loader Source <br />Descr, : Blasted rock -avg. blasted (75 - 90%) Altitude adj.: 1.000 1.000 (Caf HB) <br />Bucket fill factor : 0.825 Job efficiency ~ 0.830 0.830 (user) <br />Adjusted bucket capacity ; 3.094 LCY Net correction : 0.830 0.830 <br />