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CIRCES Cost Estimating Software <br />TRUCK/LOADER TEAM WORK <br />PROJECT IDENTIFICATION <br />Agency or organization name : DRMS <br />Task #: BAC State : Colorado <br />Date : 0412012011 County :Adams <br />User : DB2 Site : Priola Pit <br />sheet 1 of 2 <br />Permit or other job action : Surety Reduction Request SR-1 <br />Task description : Backfill pits <br />HOURLY EQUIPMENT COST :::.............................................................................::::::Shift basis1 per day:::::............................. <br />Trucklloader team -Truck l Generic 10-12 cy, 6x4 <br />-Loader : CAT 950G (2002) <br />Support equipment -Load area <br />-Dump area <br />Road maintenance -Motor grader <br />-Water truck <br />D9R - 9SU <br />Tanker, 2,500 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 NA dozer NA misctruk <br />% Utilization-machine : 100 93 NA 100 NA 25 <br />-Ripper attachment : NA NA NA NA NA NA <br />Ownership cost/hour : $12.25 $19.34 NA $49.19 NA $7.64 <br />Operating cost/hour : $51.82 $32.60 NA $117.91 NA $4.57 <br />Ripper op. cost/hour : NA NA NA $0.00 NA NA <br />Operator cost/hour : $24.75 $38.54 NA $38.54 NA $38.70 <br />Unit subtotals : $88.82 $90.47 NA $205.63 NA $50.91 <br />Number of units : 5 1 0 1 0 1 <br />Group subtotals : Work : $534.57 Support : $205.63 Maintenance : $50.91 <br />Total work team cost/hour : $791.11 <br />.................................... <br />...................................................................... <br />............................................................................................................. <br />MATERIAL QUANTITIES <br />Initial Swell Loose <br />volume : 13,000 LCY factor : NA volume : 13,000 LCY <br />Material weight : 2, 650 pounds/LCY Struck volume : 10.00 LCY <br />Descr.: Decomposed rock - 25% Rock, 75% Earth Heaped volume : 12.00 LCY <br />Rated payload : 35,400 pounds Average volume : 11.00 LCY <br />Payload capacity : 13.36 LCY Adjusted volume*: 12.00 LCY <br /> Final truck volume based on number of loader passes : 8.25 LCY <br />" truck volume adjusted to not exce ed rated payload or heaped volume <br />Loading Tool Capacity : Job Condition Corrections : Site altitude (ft.) : -5, 100 <br />Rated capacity (nom. heaped) : 3.750 LCY Truck Loader Source <br />Descr.: Other - rock/dirt mixtures (100-1209,o) Altitude adj.: 1.000 1.000 (Cat HB) <br />Bucket fill factor : 1.100 Job efficiency : 0.830 0.830 (1 shift/day) <br />Adjusted bucket capacity : 4.125 LCY Net correction : 0.830 0.830 <br />Permit/job #: M-2007-087 <br />Abbreviation :none <br />Filename : M087-BAC <br />