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CIRCES Cosf Estimafinp Software <br />PROJECT IDENTIFICATION <br />sheet 1 of 2 <br />Agency or organization name :DRMS <br />Task # : 006 State :Colorado PermiUjob # : M-1977-285 <br />Date : 09/1512006 County :San Migue! Abbreviation :none <br />User : RCO Site :Sunday Mine Filename : M285-006 <br />Permit or other job action :Final reclamation (TR-02 updated) <br />Task description :Haul baCkfill material for placement info vent shaft S-1 <br />HOURLY EQUIPMENT COST <br />Shift basis: 1 per day <br />Truck loader team -Truck :Cat 730 <br />-Loader :CAT 950G high li(f (2002) <br />Support equipment-Load area :NA <br />Road maintenance -Motor grader <br />-Water truck <br />Cost Breakdown : Truck/LOad <br />Truck er Work Team <br />Loading Tool Support Equipment Road Maintenance Equipment <br />Load Area ~ Dump Area Motor Grader Water Truck <br />Import data filename : truck2 loader NA NA NA NA <br />9'o Utilization-machine : 82 100 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 cosUhour : $39.21 $29.21 NA NA NA NA <br />Ripper op. cosVhour. NA NA NA NA NA NA <br />Operator cosVhour : $21,75 $32.78 NA NA NA NA <br />Unit subtotals : $95.86 $83.49 NA NA NA NA <br />Number of units : 3 1 0 0 0 0 <br />Group subtotals : Work : $371.06 Support : $0.00 Maintenance : $0.00 <br />Total work team cosdhour : $371.06 <br />MATERIAL QUANTITIES ~~ <br />Initial Swell Loose <br />volume : 1,069 LCY factor : NA volume : L069 LCY <br />Material weight : 2,550 pounds/LCY Struck volume <br />Descr.: Sandstone Heaped volume ; <br />Rated payloatl : 60,000 pountls Average volume <br />Payload capacity : 23.53 LCY Adjusted volume': <br />Final truck volume based on number of loader passes <br />' imck volume atljusted to not exceed rated payloatl or heapeE volume <br />Loading Tool Canacitv <br />Rated capacity (nom. heaped) : 3.750 <br />Descr.:8lasted rock -avg. blasted (75 <br />Bucket fill factor: 0.825 <br />Adjusted bucket capacity : 3.094 <br />LCY Truck <br />0%) Altitutle atlj.: 1.000 <br /> Job efficiency : 0.830 <br />LCY Net correction : 0.830 <br />16.40 LCY <br />21.40 LCY <br />18.90 LCY <br />21.40 LCY <br />18.56 LCY <br />Site altitude (ft.) : 5,900 <br />Loader Source <br />1.000 (Cat H8 <br />0.830 (1 shiR/da <br />0.830 <br />