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sheet 1 of 2 <br />PROJECT IDENTIFICATION <br />Agency or orgai <br />Task # : 025 <br />Date : 0413012010 <br />User : JHB <br />CIRCES Cost Estimating Software <br />TRUCK/LOADER TEAM WORK <br />iization name: Colorado Division Of Reclamation, Mining And Safety <br />State : Colorado Permit/job # : ,C-96-084 <br />County : Las Animas Abbreviation :none <br />Site : Lorencito Canyon Mine Filename :,"084-025 <br />Permit or other job action :Midterm 3 <br />Task description : Replace Topsoil from Stockpile BA#1 to Fill 7a <br />HOURLY EQUIPMENT COST Shift basis : 1 per day <br />Truck/loader team -Truck : Cat 773D (2002) <br />-Loader : CAT 990 Series /1(2005) <br />Support equipment -Load area : Cat D91? - 9SU (2005) <br />-Dump area : Cat D9R - 9SU (2005) <br />Road maintenance -Motor grader : CAT 14H <br />-Water truck <br />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 data filename : truck2 loader dozer dozer grader misctruk <br />% Utilization-machine : 98 100 50 100 25 25 <br />-Ripper attachment : NA NA 50 0 0 NA <br />Ownership cost/hour : $63.47 $106.04 $67.77 $58.16 $41.68 $24.58 <br />Operating cost/hour : $85.82 $104.94 $47.65 $95.29 $11.56 $8.33 <br />Ripper op. cost/hour : NA NA $3.39 $0.00 $0.00 NA <br />Operator cost/hour : $22.29 $36.72 $38.54 $38.54 $24.50 $38.70 <br />Unit subtotals : $171.58 $249.70 $157.34 $191.99 $77.75 $71.60 <br />Number of units : 2 1 1 1 1 1 <br />Group subtotals : Work : $592.87 Support : $349.33 Maintenance : $149.35 <br />Total work team cost/hour : $1,091.54 <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume : 3,440 CCY factor : 1.125 volume : 3,870 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 <br />HOURLY PRODUCTION <br />Truck Capacity : <br />Total cost : $0 <br />i <br />Truck Payload (weight) Basis : I Truck Bed (volume) Basis : <br />Material weight : 2,550 pounds/LCY Struck volume : 33.80 LCY <br />Descr.: Earth - dry packed Heaped volume : 45.90 LCY <br />Rated payload : 108,060 pounds Average volume : 39.85 LCY <br />Payload capacity: 42.38 LCY Adjusted volume*: 42.38 LCY <br /> Final truck volume based on number of loader passes : 39.38 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.: Loose material - 1 " and over (85 - 90%) Altitude adj.: 1.000 1.000 (Cat HB) <br />Bucket fill factor : 0.875 Job efficiency : 0.830 0.830 (1 shif 1day) <br />Adjusted bucket capacity : 9.843 LCY Net correction : 0.830 0.830 <br />