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
sheet 1 of 2
PROJECT IDENTIFICATION
Agency or organization name : Division Of Reclamation, Mining And Safety
Task #: 072 State : Colorado Permit/job #: C2009 -087
Date : 0311712010 County : Routt Abbreviation : none
User: JHB Site Peabody Sage Creek Mine Filename : C87 -072
Permit or other job action : New application
Task description: Remove grave% from 0.3 acre North Office Parking Lot
.. _
HOURLY EQUIPMENT COST Shift basis: 1 per day
lEouioment Description
Truck/loader team -Truck
-Loader:
Cat 771D
CAT 988G (2005)
Support equipment -Load area :
-Dump area:
NA
NA
Road maintenance -Motor grader
-Water truck :
CAT 14H
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
NA
NA
grader
misctruk
% Utilization-machine:
100
87
NA
NA
25
25
- Ripper attachment:
NA
NA
NA
NA
0
NA
Ownership cost/hour :
$43.31
$62.60
NA
NA
$41.79
$62.58
Operating cost/hour :
$64.93
$66.35
NA
NA
$11.56
$21.28
Ripper op. cost/hour:
NA
NA
NA
NA
$0.00
$0.00
Operator cost/hour:
$22.29
$38.72
NA
NA
$24.50
$38.70
Unit subtotals :
Number of units :
$130.53
$167.67
NA
NA
$77.85
$122.56
6
1
0
0
1
1
Group subtotals :1
Work : $950.85
Support : $0.00
maintenance: $200.41
Total work team cost/h $1,151.26
...:. .... ., w. .... :........ . �m
MATERIAL QUANTITIES
Initial Swell Loose
volume: 484 CCY factor : 1.090 volume: 528 LCY
Source of quantity take -off : Map 2.05.3 M1B
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:
Descr.: Clay and gravel - Dry
2,400 pounds /LCY
Struck volume :
Heaped volume:
Average volume:
26.40
36.00
31.20
LCY
LCY
LCY
Rated payload: 92,900 pounds
Payload capacity :
38.71 LCY
Adjusted volume':
36.00
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.): 6,625
Rated capacity (nom. heaped) :
8.200 LCY
Truck
Loader
Source
Descr.: Other - rock1birt mixtures
(100 -120%)
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 :
9.020 LCY
Net correction : 0.830
0.830