2011-08-01_PERMIT FILE - C1980007A

• Permit No: C1980007A
• IBM Index Class Name: Permit File
• Doc Date: 8/1/2011
• Doc Name: Cost Summary
• Section_Exhibit Name: Exhibit 53 Reclamation Cost Estimate Part 4
• Media Type: D
• Archive: Yes

sheet 1 of 2
Permit or other job action : TR -120
Task description: Remove RPEE road surfacing, haul to main surface facilities
HOURLY EQUIPMENT COST T Shift basis: 1 per day
Equipment Description
Truck/loader team -Truck
-Loader:
Generic 10 -12 cy, 6x4
CAT 938G (2003)
Support equipment -Load area :
-Dump area:
CAT 938G (2003)
Cat D9R - 9SU (2005)
Road maintenance -Motor grader
-Water truck :1
CAT 14H
Water Tanker, 2,500 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
loader
dozer
grader
misctruk
% Utilization-machine:
100
54
100
100
100
25
- Ripper attachment:
NA
NA
NA
0
0
NA
Ownership cost/hour :
$13.34
$22.39
$22.39
$58.16
$41.79
$8.32
Operating cost/hour :
$38.89
$13.26
$24.49
$95.29
$46.26
$3.47
Ripper op. cost/hour :
NA
NA
NA
$0.00
$0.00
$0.00
Operator cost/hour :
$22.29
$38.54
$38.54
$38.54
$24.50
$38.70
Unit subtotals :
Number of units :
$74.51
$74.19
$85.41
$191.99
$112.54
$50.49
4
1
1
1
1
1
Group subtotals :
Work: $372.23
F Support : $277.40
Maintenance : $163.03
Total work team cost/hour : $ 812.65
MATERIAL QUANTITIES
Initial Swell Loose
volume: 17,776 LCY factor : NA volume: 17,776 LCY
Source of quantity take -off : 3.03 miles X 30 ft wide X 1 ft thick
Source of estimated swell factor :
Material purchase cost: $0.00 /LCY Total cost : $0
HOURLY PRODUCTION
Truck Capacity:
Truck Pavload (weight) Basis: Truck Bed (volume) Basis:
Material weight: 2,900 pounds /LCY Struck volume :
Descr.: Decomposed rock - 50% Rock, 50% Earth Heaped volume:
Rated payload : 35,400 pounds Average volume:
Payload capacity: 12.21 LCY Adjusted volume':
Final truck volume based on number of loader passes :
truck volume adjusted to not exceed rated payload or heaped volume
Loading Tool Capacity: Job Condition Correctioi
Rated capacity (nom. heaped) : 3.250 LCY Truck
Descr.:Other - rock1birt mixtures (100 -120 %) Altitude adj.: 1.000
Bucket fill factor: 1.100 Job efficiency: 0.830
Adjusted bucket capacity : 3.575 LCY Net correction : 0.830
10.00 LCY
12.00 LCY
11.00 LCY
12.00 LCY
10.73 LCY
Site altitude (ft.) : 7,100
Loader
Source
1. 000
(Cat HB
0.830
(1 shift/da:
0.830