2009-06-09_PERMIT FILE - C1980007

• Permit No: C1980007
• IBM Index Class Name: Permit File
• Doc Date: 6/9/2009
• Section_Exhibit Name: Exhibit 53 Reclamation Cost Estimate
• Media Type: D
• Archive: No

sheet 1 of 2
PROJECT IDENTIFICATION
Agency or orgai
Task # : 322
Date : 0311312009
User : TAK
CIRCES Cost Estimating Software
TRUCK/LOADER TEAM WORK
iization name : Colorado Division Of Reclamation, Mining And Safety
State : Colorado Permit/job # : C-80-007
_ County: Gunnison Abbreviation :none
Site : West Elk Mine Filename : 0007-322
Permit or other job action :Midterm Review 6
Task description : Replace topsoil from stockpile 34
HOURLY EQUIPMENT COST Shift basis : 1 per day
lEauipment Description
Truck/loader team -Truck :
-Loader
Support equipment -Load area
-Dump area
Road maintenance -Motor grader
-Water truck
neric 10-12 cy, 6x4
T 966G (2002)
D9R - 9SU (2005)
D9R - 9SU (2005)
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 NA
% Utilization-machine : 92 100 100 100 NA NA
-Ripper attachment : NA NA 0 0 NA NA
Ownership cost/hour : $12.32 $29.49 $62.35 $62.35 NA NA
Operating cost/hour : $40.58 $40.39 $103.27 $103.27 NA NA
Ripper op. cost/hour : NA NA $0.00 $0.00 NA NA
Operator cost/hour : $21.72 $32.78 $32.78 $32.78 NA NA
Unit subtotals : $74.61 $102.66 $198.40 $198.40 NA NA
Number of units : 6 1 1 1 0 0
Group subtotals : Work : $550.34 Support: $396.80 Maintenance : $0.00
Total work team cost/hour : $947.74
MATERIAL QUANTITIES
Initial Swell Loose
volume : 2,000 CCY factor : 1.125 volume : 2250 LCY
Source of quantity take-off :Page 2.05-53
Source of estimated swell factor : CAT Handbook
Material purchase cost : $0.00 /LCY Total cost : $0
HOURLY PRODUCTION
Truck Capacity :
Truck Payload (weight) Basis : Truck Bed (volume) Basis :
Material weight : 2,550 pounds/LCY Struck volume : 10.00 LCY
Descr.: Earth - Dry packed Heaped volume : 12.00 LCY
Rated payload : 35,400 pounds Average volume : 11.00 LCY
Payload capacity : 13.88 LCY Adjusted volume*: 12.00 LCY
Final truck volume based on number of loader passes : 8.55 LCY
'truck volume adjusted to not exce ed rated payload or heaped volume
Loading Tool Capacity : Job Condition Corrections : Site altitude (ft.): - 6,300
Rated capacity (nom. heaped) : 4.750 LCY Truck Loader Source
Descr.:Other. - soil, boulders, roots (80 -100%) Altitude adj.: 1.000 0.920 (Cat HB)
Bucket fill factor : 0.900 Job efficiency : 0.830 0.830 (1 shift/day)
Adjusted bucket capacity: 4.275 LCY Net correction : 0.830 0.764