2008-08-26_PERMIT FILE - C1981013

• Permit No: C1981013
• IBM Index Class Name: Permit File
• Doc Date: 8/26/2008
• Section_Exhibit Name: Exhibit 19 Bond Calculations
• Media Type: D
• Archive: No

sheet 1 of 2
PROJECT ~ENTIFICATION
CIRCES Cost Estimatinst Software
Agency or organization name :Division Of Reclamation, Mining And Safety
Task # : 005 State :Colorado Perm~ob # : C1981013
Date : 08/01/2008 County :Las Animas Abbreviation :none
User : JHB Site :Golden Eagle Filename : C013-005
Permit or other job action : S~6
Task description :Replace
HOURLY EQUIPMENT COST
Truck loader team -Truck
-Loader
Support equipment -Load area
-Dump area
Road maintenance-Motor grader
.oil on NW vent fen area
iipment Description
~enc 8-10 cy, 6x4
T 928G
t D8R Series 11- 8SU (2005)
Shift basis : f per day
Cost Breakdown : ruck/Loader Work Team Support Eq uipment Road Maintenance Equipment
Tnicdc Loading Tool Load Area Dump Area Motor Grader Water Truck
Import data filename : t-uck2 loader NA dozer NA NA
°k Utilization-machine : 100 45 NA 100 NA NA
-Ripper attachment : NA NA NA NA NA NA
Ownership cosUhour : $9.32 $15.75 NA 550.32 NA NA
Operating c~stlhour : 535. ii $10.51 NA 577.13 NA NA
Ripper op. cosUhour : NA NA NA $0.00 NA NA
Operator cost/hour : 521.72 532.78 NA 532.78 NA NA
Unit subtotals : $66.15 $59.04 NA $160.22 NA ~
Number of units : 1 1 0 1 0 0
Group subtotals : Work : 5125.18 Support : $160.22 Maintenance : 50.00
Total work team cost/hour : 5ZS5.~w

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j1~lATER1AL QUANTITIES
Initial Swell Loose
volume : 694 CCY factor : 1.125 volume : 781 LCY

Source of quantity take-off :Map 10-8, assume 6' replacement thickness
Source of estimated swell factor :Caterpillar Handbook
Material purchase cost : $0.00 /LCY Total cost : ;0
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HOURLY PRODUCTION
Truck Capacity
Truck Payload {weight) Basis : Truck Bed (volume) Basis
Material weight : 2,650 pounds/LCY Struck volume : 8.00 LCY
Descr.: Decomposed rock - 25% Rock, 75% Earth Heaped volume : 10.00 LCY
Rated payload : 27,280 pounds Average volume : 9.00 LCY
Payload capacity : 10.29 LCY Adjusted volume': 10.00 LCY
Final truck volume based on number of loader passes : 8.25 LCY
• audc rowme a~tea w noc exceed rated payload a heaped ,rawrre
Loadins~ Tool Capacfir : ob Conditlo Corrections : Site altitude (ft.) : 7,350
Rated capacity (nom. heaped) : 2.500 LCY Truck 'Loader Source
Descr.: Other - rocWdirt mixtun;s (100-1209b) Altitude adj.: 1.000 1.000 (Cat HB)
Bucket fill factor : 1.100 Job efficiency : 0.830 0.830 (1 shift/day)
Adjusted bucket capacity: 2.750 LCY _ Netcorrection.: _._._...0.830........ ....,. 0.830'. __.Y_.,j.>y:.>::<:::>;::;:.f:::_
SL-Oli Exhibit 19- 8 Revised 8-9-2008