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sheet 1 of 2 <br />PROJECT IDENTIFICATION <br />CIRCES Cost Estimating Software <br />Agency or organization name : Colorado Division Of Reclamation, Mining And Safety <br />Task # : 009 State : Colorado Permit/job #: C-1981-038 <br />Date : 1112012007 County :Delta Abbreviation : none <br />User : JRS Site : Bowie No. 1 Mine Filename : C038-009 <br />Permit or other job action : Partial Phase I Bond Release SL-03 <br />Task description : Haul Fill from Storage Zone 1-B to Road Cut Zone 2-C <br />HOURLY EQUIPMENT COST Shift basis : 1 per day <br />Truck/loader team -Truck : Cat 773D (2002) <br />-Loader : CAT 990 Series 11(2005) <br />Support equipment -Load area : Cat D10R - 10SU (2005) <br />-Dump area : Cat D10R - 10SU (2005) <br />Road maintenance -Motor grader : CAT 14H <br />_tAI.f.r tn.Af • Water Tankar 5.000 Gal. <br />Cost Breakdown : ruck/Loader Work Team <br />Truck Loading Tool Support Equipment <br />Load Area Dump Area Road Maintenance Equipment <br />Motor Grader Water Truck <br />Import data filename : truck2 loader dozer dozer grader misctruk <br />% Utilization-machine : 100 88 100 100 50 50 <br />-Ripper attachment : NA NA 0 0 0 NA <br />Ownership cost/hour : $52.49 $105.80 $84.86 $84.86 $39.60 $21.89 <br />Operating cost/hour : $88.21 $102.73 $138.49 $138.49 $24.26 $17.36 <br />Ripper op. cost/hour : NA NA $0.00 $0.00 $0.00 $0.00 <br />Operator cost/hour : $21.72 $32.96 $32.78 $32.78 $24.47 $33.94 <br /> <br />Unit subtotals : <br />62.42 <br />$1 <br />$241.50 <br />$256.13 <br />$256.13 <br />$88.32 <br />$73.19 <br />Number of units : 2 1 f 1 1 1 <br />Group subtotals : Work : $566.33 Support : $512.26 Maintenance : $161.52 <br />Total work team cost/hour : $1,Z4f1.7U <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume : 610 CCY factor : 1.165 volume : 711 LCY <br />Source of quantity take-off : Map 5C-6A and 8A-2 <br />Source of estimated swell factor : CAT Handbook <br />Material purchase cost : $0.00 /LCY Total cost : $0 <br /> <br />HOURLY PRODUCTION <br />Truck Capacity : <br />Truck Payload (weight) Basis : Truck Bed (volume) Basis : <br />Material weight : 2,900 pounds/LCY Struck volume : 33.80 LCY <br />Descr.: Decomposed rock - 50% Rock, 50% Earth Heaped volume : 45.90 LCY <br />Rated payload : 108,060 pounds Average volume : 39.85 LCY <br />Payload capacity: 37.26 LCY Adjusted volume*: 37.26 LCY <br />Final truck volume based on number of loader passes : 37.13 LCY <br />- truck volume adjusted to not exceed rated payload or heaped volume <br />Loading Tool Capacity : ! Job Condition Corrections : Site altitude (ft.) : 7,100 <br />Rated capacity (nom. heaped) : 11.250 LCY Truck Loader Source <br />Descr.:Other - rock/dirt mixtures (100-120%) Altitude adj.: 1.000 1.000 (Cat HS <br />Bucket fill factor : 1.100 Job efficiency : 0.830 0.830 (1 shift/da, <br />Adjusted bucket capacity : 12.375 LCY Net correction : 0.830 0.830