Laserfiche WebLink
sheet 1 0l 2 <br />CIRCES Cost Estimating Software <br />TRUCK/LOADER TEAM WORK <br />Agency or organization name : DMG <br />Task A 01 a State :Colorado Permit/job p : M-1983.175 <br />Date : 02/132001 County :Alamosa Abbrevralion ~ . none <br />User : SSS Site :Alamosa Pif No. 2 Filename : M77SOfa <br /> <br />Permit or other lob action ~ routine bond recalculation <br />Task description. load and import fill to backfill ponds <br /> <br />HOURLY EQUIPMENT COST Shift basis : 1 per day <br />Truckfloader team -Truck : Generic 12-18 cy. 6x4 <br />-Loader : CAT 966E S.2 std. IiR (1999) <br />Support equipment -Load area : NA <br />-Dump area : Cat D9N (1995) Universal <br />Road maintenance -Motor grader ~ NA <br />-Water truck : NA <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 dozer NA NA <br />% Utilization-machine : 100 99 NA 40 NA NA <br />-Ripper attachment NA NA NA 0 NA NA <br />Ownership cost/hour : $20.12 $30.18 NA $44.05 NA NA <br />Operating cost/hour : $26.72 $30.62 NA $31.05 NA NA <br />Ripper op. cost/hour: NA NA NA $0.00 NA NA <br />Operator cost/hour : $23.61 827.99 NA $27.99 NA NA <br />Unit subtotals: $70.45 $89.39 NA $109.09 NA NA <br />Number of units : 12 1 0 1 0 0 <br />Group subtotals : Work : 8934.80 Support : $109.09 Maintenance : $0.00 <br /> Total work team cost/hour : $1,043.89 <br /> <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume: 57,000 CCY factor: 1.135 volume: 64,695 LCY <br />Source of quantity take-off :Conversion No. 1 Exhibit L <br />Source of estimated swell factor :CAT Handbook <br />Material purchase cost : $0.00 /LCY Total cost : SO <br />HOURLY PRODUCTION <br />Truck Capacity <br />Truck Payload (weight) Basis : Truck Bed (volume) Basis <br />Material weight : 2.700 pounds/LCY Struck volume : 12.00 LCY <br />Descr.: Sand and clay -loose Heaped volume : 18.00 LCY <br />Rated payload . 48,000 pounds A•+erage volume : 15.00 LCY <br />Payload capacity : 17.78 LCY Adjusted capacity : 15.00 LCY <br />Final adjusted truck capacity based on'specifc number of loader passes . 13.16 LCY <br />Loading Tool Capacity : Job Condition Corrections : Site altitude (ft.) <br />Rated capacity (nom. heaped) :_ 4.500 LCY Truck Loader <br />Descr.: Loose mafenal -uniform aggregates l0 1B- (987 Altitude adj.: 1.000 1.000 <br />Bucket fill lactor . 0.975 Job efficiency : 0 830 0.830 (1 sl <br />Adjusted bucket capacity : 4.388 LCY Net correction : 0.830 0.830 <br />7, 500 <br />Source <br />Cat HB) <br />