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PERMFILE51749
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PERMFILE51749
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Entry Properties
Last modified
8/24/2016 10:55:47 PM
Creation date
11/20/2007 3:03:16 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1992080A
IBM Index Class Name
Permit File
Doc Date
7/8/2004
Section_Exhibit Name
Appendix 5-7 Bonding Calculations
Media Type
D
Archive
Yes
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sheet 1 of 2 <br />CIRCES Cost Estimating Software <br />TRUCK/LOADER TEAM WORK <br />Agency or organization name : L And Assc. <br />Task # : t11 State :Colorado Permit/job # :080 <br />Date : 11212003 County : La P/ata Abbreviation :none <br />User : BHM Stte : Oakridge Energy Filename :0080.tr1 <br />Permit or other job action :Final Rec <br />Task description :Task 4 <br />HOURLY EQUIPMENT COST Shift basis : 1 per day <br />Tmck/loader team -Truck : Generic 12-18 cy, 6x4' <br />-Loader : CAT 980E std. IiR (1995) - " <br />Support equipment -Load area : NA <br />-Dump area : NA <br />Road maintenance -Motor grader : CAT 14H <br />-Water truck : Water Tanker. 3.500 Gal. <br />Cost Breakdown : mcklLoader 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 : Wck2 loader NA NA grader misctruk <br />Utilization-machine : 97 100 NA NA 35 35 <br />-Ripper attachment: NA NA NA NA NA NA <br />Ownership costlhour: $20.12 $27.85 NA NA $36.44 $11.09 <br />Operating cost/hour: $25.93 $43.30 NA NA $15.45 $5.78 <br />Ripper op. cest/hour : NA NA NA NA $0.00 NA <br />Operator cosUhour : $23.61 $2799 NA NA $28.18 $23.61 <br />Unit subtotals : $69.66 $99.13 NA NA $80.07 $40.47 <br />Number of units : 4 1 0 0 1 1 <br />Group subtotals : Work : $377.78 Support : $0.00 Maintenance : $120.54 <br />MATERIAL QUANTITIES <br />Initial <br />volume : 28, 009 <br />Total work team cosUhour : $498.32 <br />Swell <br />BCY factor : 1.250 <br />Source of quantity take-off :ACAD <br />Source of estimated swell factor :ACAD <br />Material purchase cost : $0.00 1LCY <br />HOURLY PRODUCTION <br />Truck Capacity <br />Total cost : $0 <br />Truck Payload (weigh) Basis : Truck Bed (volume) Basis <br />Desa.:Ea <br />Material weigh : 2,550 pounds/LCY Struck volume : 12.00 LCY <br />-dry packed Heaped volume : 18.00 LCY <br />Rated payload : 46,000 pounds Average volume : 15.00 LCY <br />Payload capacity : 18.82 LCY Adjusted capacity : 15.00 LCY <br />Final adjusted truck capacity based on specific number of loader passes : 15.96 Mr <br />LCY <br />Loading Tool Caoackv : Job Condkion Correctior <br />Rated capacty (nom. heaped) : 5.750 LCY Truck <br />Descr.: Loose material - 1/8" to 3/8" (90 - 95%) Altitude adj.: 1.000 <br />Bucket fill factor : 0.925 Job efficiency : 0.830 <br />Adjusted bucket capacty : 5.319 LCY Net conection . 0.830 <br /> <br />Loose <br />volume : 35.011 LCY <br />Site altitude (ft.) : 7, 000 <br />Loader Source <br />0.830 <br />
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