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
PROJECT IDENTIFICATION
sheet 1 of 2
Agency or organization name : Division Of Reclamation, Mining And Safety
Task #: 055 State : Colorado Permit/job # C2009 -087
Date : 03/16/2010 County : Routt Abbreviation : none
User: JHB Site Peabody Sage Creek Mine Filename : C087 -055
Permit or otherjob action : New application
Task description Haul backfill mat from expL storage pad to portal face -up
HOURLY EQUIPMENT COST Shift basis : 1 per day
Equipment Description
Truck/loader team -Truck:
-Loader
Cat 769D
CAT 988G (2005)
Support equipment -Load area
-Dump area
Cat DIOR - IOSU (2005)
Cat DIOR - 10SU (2005)
Road maintenance -Motor grader:
-Water truck :
NA
Water Tanker, 10,000 Gal.
Cost Breakdown:
Truck/Loader Work Team
Truck 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
100
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
$76.38
1 $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
$177.70
$243.45
$243.45
NA
$122.56
4
2
1
1
0
1
Group subtotals :1
Work : $931.94
Support : $486.89
Maintenance : $122.56
Total work team cost/hour : $ 1,541.39
MATERIAL QUANTITIES
Initial Swell Loose
volume: 52,895 CCY factor : 1.125 volume: 59,507 LCY
Source of quantity take -off : Map 2.05.3 MIA, portal face up volume, 5 disturbance
Source of estimated swell factor Caterpillar Handbook 40th edition
Material purchase cost: $0.00 /LCY Total cost : $0
HOURLY PRODUCTION
Truck Caoacitv :
Truck Payload (weight) Basis:
1.000
Truck Bed (volume) Basis:
Material weight:
2,650 pounds /LCY
Struck volume :
Descr.: Decomposed rock - 25% Rock, 75% Earth
Heaped volume:
Rated payload :
82,000 pounds
Average volume:
Payload capacity:
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:
Job Condition Corrections:
Rated capacity (nom. heaped) :
8.200 LCY
Truck
Descr.: Blasted rock - avg. blasted (75 - 90%) Altitude adj.: 1.000
Bucket fill factor: 0.825 Job efficiency : 0.830
Adjusted bucket capacity: 6.765 LCY Net correction : 0.830
21.60 LCY
31.70 LCY
26.65 LCY
30.94 LCY
27.06 LCY
Site altitude (ft.) : 6,800
Loader Source
1.000
(Cat HB
0.830
(1 shift/da,
0.830