2010-05-07_PERMIT FILE - C2009087A ‎(38)‎

• Permit No: C2009087A
• IBM Index Class Name: Permit File
• Doc Date: 5/7/2010
• Doc Name: Estimated Reclamation Cost
• Section_Exhibit Name: Exhibit 3.02.2-E1 Estimated Reclamation Cost
• Media Type: D
• Archive: Yes

CIRCES Cost Estimatin4 Software
TRUCK/LOADER TEAM WORK
sheet 1 of 2
Permit or other job action : New application
Task description Haul backfill mat. from utility pad area to portal face - up
HOURLY EQUIPMENT COST Shift basis: 1 per day
�Eouioment Descriotion
Truck/loader team -Truck :
-Loader:
Cat 769D
CAT 988G (2005)
Support equipment -Load area
-Dump area:
Cat D10R - 10SU (2005)
NA
Road maintenance -Motor grader:
-Water truck :
NA
Water Tanker, 10,000 Gal.
Cost Breakdown:
Truck/Loader Work Team
Truck I Loading Tool
Support Equipment
Load Area Dump Area
Road Maintenance Equipment
Motor Grader Water Truck
Import data filename :
truck2
loader
dozer
NA
NA
misctruk
% Utilization-machine:
95
100
100
NA
NA
25
- Ripper attachment:
NA
NA
20
NA
NA
NA
Ownership cost/hour :
$52.27
$62.60
$76.61
NA
NA
$62.58
Operating cost/hour :
$65.85
$76.38
$128.30
NA
NA
$21.28
Ripper op. cost/hour :
NA
NA
$0.00
NA
NA
$0.00
Operator cost/hour :
$22.29
$38.72
$38.54
NA
NA
$38.70
Unit subtotals :
Number of units :
$140.41
$177.70
$243.45
NA
NA
$122.56
6
3
1
0
0
1
Group subtotals :1
Work. $1,375.58
Support : $243.45
Maintenance: $122.56
a
Total work team cost/hour : $1,741.58
MATERIAL QUANTITIES
Initial Swell Loose
volume: 168,910 CCY factor : 1.125 volume: 190,024 LCY
Source of quantity take -off : Map 2.05.3 MIA, portal F. U. Vol.. % of disturbance
Source of estimated swell factor Caterpillar Handbook 40th edition
Material purchase cost : $0.00
/LCY Total cost :
$0
HOURLY PRODUCTION
Truck Capacity:
Truck Payload (weight) Basis:
Truck Bed (volume) Basis:
Material weight: 2,650 pounds /LCY
Struck volume:
21.60
LCY
Descr. : Decomposed rock - 25% Rock, 75% Earth
Heaped volume:
Average volume:
31.70
26.65
LCY
LCY
Rated payload : 82,000 pounds
Payload capacity: 30.94 LCY
Adjusted volume *:
30.94
LCY
Final truck volume based
on number of loader passes :
27.06
LCY
'truck volume adjusted to not exceed
rated payload or heaped volume
Loading Tool Capacity:
Job Condition Corrections: Site altitude (ft.) :
6,800
Rated capacity (nom. heaped) : 8.200 LCY
Truck
Loader
Source
Descr.: Blasted rock - avg. blasted (75 - 90%)
Altitude adj.: 1.000
1.000
(Cat HB)
Bucket fill factor : 0.825
Job efficiency:
0.830
0.830
(1 shift/day)
Adjusted bucket capacity: 6.765 LCY
Net correction :
0.830
0.830