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sheet 1 of 2 <br />CIRCES Cost Estimating Software <br />PROJECT IDENTIFICATION <br />Agency or organization name :Colorado Division O(Minerels And Geology <br />Task # : 033 State : Coloradq PermiUjob # : C-96-084 <br />Dale : 12/15!2004 County :Las Animas Abbreviation :none <br />User: JRS Site :Corencito Canyon Mine Filename :C084-033 <br />Permit or other job action :Current Permitted Estimate <br />Task description :Replace Topso!! from Sfockpile 8A#2 to W-2 <br />HOURLY EQUIPMENT COST Shift basis : ~~ 1 per day ~~ <br />Truck/loader team -Truck :Cat 773D _ _ <br />-Loader :CAT 990 Series 11 <br />Support equipment -Load area :Cat D9R - 9SU <br />Road maintenance -MoYOr grader :CAT 14H <br />-Water truck :Water Tanker, 5,000 Gal. <br />Cost Breakdown : Truck/Loader Work Team <br />Truck loading Tool Support Equipment <br />Load Area Dump Area Road Maintenance Equipment <br />Motor Grader Water Truck <br />Import tlata filename : truck2 loader dozer dozer grader misctruk <br />°h Utilization-machine : 100 99 50 100 25 25 <br />-Ripper attachment : NA NA 50 0 NA NA <br />Ownership cesUhour : $58.05 $77.61 $51.01 $51.01 $34.94 $22.35 <br />Operating oosUhour: $74.86 $93.70 $46.77 $93.54 $f0.60 $9.18 <br />Ripper op. cosUhour : NA NA $4.51 $0.00 $0.00 NA <br />Operator cosUhour : $21.80 $31.95 $31.76 $31.76 $31.95 $21.16 <br />Unit subtotals: $154.71 $203.26 $134.05 $176.31 $77.49 $52.69 <br />Number of units : 3 1 1 1 f f <br />Group subtotals : Work : $667.40 Support : $310.36 Maintenance : $130.18 <br />Total work team cosUhour: $1,107.94 <br />MATERIAL QUANTITIES <br />Initial <br />volume : 7,530 CCY <br />Swell Loose <br />factor : 1.125 volume : 8,471 LCY <br />Source of quantity take-off :Table 2.05.4-1f <br />Source of estimated swell factor :CAT Handbook <br />Material purchase cost : $0.00 /LCY Total cest : $0 <br />HOURLY PRODUCTION <br />Truck Caoaciri <br />Truck Payload (weiohU Basis <br />Truck <br />Material weight : 2,550 pounds/LCY Struck volume: 34,80 LCY <br />Descr.: Earth -dry packed Heaped volume : 46.40 LCY <br />Rated payload : 108,060 pounds Average volume : 40.60 LCY <br />Payload capacity : 42.38 LCY AtlJus[ed volume': 42.38 LCY <br /> Final truck volume based on number of loader passes : 39.38 LCY <br /> ' (ruck volume atlluetad io rwl exceed rated payload or heaped volume <br />Loading Tool Caoacilv : ob Cond tlon Corrections : Site altitude (ft.) : 7, <br />Rated capacity (nom. heaped) : 11.250 LCY Truck Loader So <br />Descr.:Loose material - 1"and over (85. 90%) Altitude adj.: 1.000 1.000 (Ca <br />Bucket fill factor . 0.875 Job efficiency : 0.830 O.B30 ~ (1 shi~ <br />Adjusted bucket capacity : 9.843 LCY Net correction : 0.830 0.830 <br />• <br />• <br /> <br />Z3 -~v <br />