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 Estimating Software
TRUCK/LOADER TEAM WORK
21.60
31.70
26.65
30.94
27.06
PROJECT IDENTIFICATION
Agency or organization name : Division Of Reclamation, Mining And Safety
Task #: 054 State : Colorado Permit/job #: C2009 -087
Date : 0311612010 County : Routt Abbreviation : none
User: JHB Site Peabody Sage Creek Mine Filename C087 -054
Permit or other job action : New application
Task description Haul backrill material from South Facilities area to portal f.u.
-- 32_�.A _,� __ _, .w _. _ ._.m_.. _... w _ --------- ._ e .
HOURLY EQUIPMENT COS Shift basis : 1 per day
lEouinment Descriotion
Truck/loader team -Truck
-Loader
Cat 769D
CAT 988G (2005)
Support equipment -Load area
-Dump area :
Cat D10R - 10SU (2005)
Cat D10R - 10SU (2005)
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
dozer
NA
misctruk
% Utilization-machine:
100
91
100
100
NA
25
- Ripper attachment:
NA
NA
20
NA
NA
NA
Ownership cost/hour:
$52.27
$62.60
$76.61
$76.61
NA
$62.58
Operating cost/hour :
$69.57
$69.26
$128.30
$128.30
NA
$21.28
Ripper op. cost/hour :
NA
NA
$0.00
$0.00
NA
$0.00
Operator cost/hour:
$22.29
$38.72
$38.54
$38.54
NA
$38.70
Unit subtotals :
Number of units :
$144.14
$170.58
$243.45
$243.45
NA
$122.56
4
2
1
1
0
1
Group subtotals :1
Work : $917.70
Support : $486.89
Maintenance : $122.56
Total work team cost/hour: $1,527.14
MATERIAL QUANTITIES
Initial Swell Loose
volume: 177,726 CCY factor : 1.125 volume: 199,942 LCY
Source of quantity take -off : Map 2.05.3 MIA, portal Face -ip 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) B asis: Truck Bed (volume) Basis:
Descr
Rated payload
Payload capacity
82,000 pounds Average volume:
30.94 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:
Rated capacity (nom. heaped) : 8.200 LCY
Descr.: Blasted rock - avg. blasted (75 - 90%)
Bucket fill factor: 0.825
Adjusted bucket capacity: 6.765 LCY
sheet 1 of 2
LCY
LCY
LCY
LCY
LCY
Job Condition Corrections : Site altitude (ft.) : 6,800
Truck
Loader
Source
Altitude adj.:
1.000
1.000
(Cat HB
Job efficiency:
0.830 J
0.830
(1 shift/da
Net correction :
0.830 1
0.830