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CIRCES Cost Estimating Software <br />Agency or organization name : DMG <br />Task#: 001 State:CO/orado Permifrob#:M-1977-301 <br />Date: 09/ffi/2004 County:Ladmer Abbreviafion :none <br />User: ESC Site :Roberts Quarry Filename :M301-001 <br />Permit or other job action : TR-04 <br />Task descdpfion : MOVe <br />rons hom Stockpile D to Sec 27 (Phase lll) and <br />Shift basis : 1 per day <br />Truck/loader team -Tmck <br />-Loader <br />Support equipment -Load area <br />-Dump area <br />Road maintenance -Motor grader <br />-Water Wck <br />f 990 Series ii <br />D10R-10SU <br />T 16H <br />ter Tanker 5,000 Gal. <br />sheet 1 of 2 <br />Cost Breakdown : mcWLOad <br />Truck er Work Team <br />Loading Tool Support Equipment <br />Load Area Dump Area Road Maintenance Equipment <br />Motor Grader Water TNGc <br />Import data filename : truck2 loader NA dozer grader miscbuk <br />Utilizatlon-machine : 87 100 NA 100 25 25 <br />-Ripper attachment: NA NA NA 0 0 NA <br />Ownership cesUhour: $61.45 $79.84 NA $70.34 $54.00 $23.75 <br />Operating cesUhour: $64.48 $9731 NA $128.75 $14.58 $9.16 <br />Ripper op. cosUhour: NA NA NA $0.00 $0.00 $0.00 <br />Operator cos[/hour: $25.24 $32.02 NA $31.83 $32.21 $24.14 <br />Unit subtotals: $151.17 $209.18 NA $230.93 $100.80 $5705 <br />Number of units : 6 2 0 1 1 1 <br />Group subtotals : Work : $1,325.37 Support : $230.93 Maintenance : $157.85 <br />Total work team cosUhour : E1.714.15 <br />Initial Swell <br />volume: 220,000 LCY factor: NA <br />Source of quantity take-off :TR-04 (300,000 ton <br />Source of estimated swell factor :NA <br />Matedal purchase cost : $0.00 /LCY <br />HOURLY PRODUCTION <br />Truck Caoacily <br />Tmck Pavl <br />Descr. <br />Total cost : SO <br />ad (weight) Basis : Tmck Bed (volume) Basis <br />Matedal weight : 3,300 pounds/LCY Struck volume : 34.80 LCY <br />~mposedrock-75%rock,25%earth Heaped volume: 48.40 LCY <br />Rated payload : 108,080 pounds Average volume : 40.80 LCY <br />Payload ppacity : 32.75 LCY Adjusted volume': 32.75 LCY <br /> Final Wck volume based on number of loader passes : 29.53 LCY <br /> • truck v°luma adjusted to nat exceed 2ted paNoad ar Heaped volume o <br />Loading Tool Capacity: <br />Rated capacity (nom. heaped) : 11.250 LCY <br />Desa.: Loose material - 1"and over (85 - 90% <br />Bucket fill factor : 0.875 <br />Adjusted bucket capacity : 9.843 LCY <br />Loose <br />volume : 220,000 LCY <br /> Truck <br />Altitude adj.: 1.000 <br />Job efficiency : 0.830 <br />Net correction : 0.830 <br />Site altitude (ft.) : 6,000 <br />Loader Source <br />0.830 <br />0.830 <br />