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CIRCES Cost Estimating Software <br />TRUCK/LOADER TEAM WORK <br />PROJECT IDENTIFICATION <br />Agency or organization name: CDRMS <br />Task 31c State : Colorado Permit/job #: C-92-080 <br />Date : 0912912010 County : La Plata Abbreviation :none <br />User : TAK Site : Carbon Junction Mine Filename : C080-31c <br />Permit or other job action :Midterm Review 4 <br />Task description: Install riprap in drainage channel at pond #2 <br />HOURLY EQUIPMENT COST Shift basis : 1 per day <br />(Equipment Description <br />Truck/loader team -Truck :Generic 12-18 cy, 6x4 <br />-Loader :1CAT 980G (2001) <br />-Water truck : Water Tanker, 2,500 Gal. <br />Support equipment -Load area :NA <br />-Dump area :NA <br />Road maintenance -Motor grader : CAT 14H <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 NA NA grader misctruk <br />% Utilization-machine : 100 81 NA NA 20 20 <br /> <br />-Ripper attachment : <br />NA <br />NA <br />NA <br />NA <br />NA _ <br />NA <br />Ownership cost/hour : $16.03 $41.36 NA NA $41.68 $8.32 <br />Operating cost/hour : $41.48 $40.52 NA NA $9.25 $2.78 <br />Ripper op. cost/hour : NA NA NA NA $0.00 NA <br />Operator cost/hour : $22.29 $38.72 NA NA $24.50 $38.70 <br />Unit subtotals : $79.79 $120.60 NA NA $75.43 $49.79 <br />Number of units : 2 1 0 0 1 1 <br />Group subtotals : Work : $280.18 Support : $0.00 Maintenance : $125.23 <br />Total work team cost/hour : $405.40 <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume : 56 LCY factor : NA volume : 56 LCY <br />Source of quantity take-off :15 sf x-sectional area X 100 ft long <br />Source of estimated swell factor : DBMS estimate <br />Material purchase cost : $0.00 /LCY Total cost : $0 <br />HOURLY PRODUCTION <br />Truck Capacity : <br />Truck Payload (weight) Basis : Truck Bed (volume) Basis : <br />Material weight : 2,550 pounds/LCY Struck volume : 12.00 LCY <br />Descr. :Sandstone Heaped volume : 18.00 LCY <br />Rated payload : 50,300 pounds Average volume : 15.00 LCY <br />Payload capacity : 19.73 LCY Adjusted volume*: 18.00 LCY <br />Final truck volume based on number of loader passes : 14.18 LCY <br />truck volume adjusted to not exce ed rated payload or heaped volume <br />Loading Tool Capacity : Job Condition Corrections : Site altitude (ft.) : 7,000 <br />Rated capacity (nom. heaped) : 7.000 LCY Truck Loader Source <br />Descr.: Blasted rock - poorly blasted (60 - 75%) Altitude adj.: 1.000 1.000 (Cat HB) <br />Bucket fill factor : 0.675 Job efficiency : 0.830 0.830 (1 shift/day) <br />Adjusted bucket capacity : 4.725 LCY Net correction : 0.830 0.830 <br />sheet 1 of 2