2009-12-14_PERMIT FILE - M2009035

• Permit No: M2009035
• IBM Index Class Name: PERMIT FILE
• Doc Date: 12/14/2009
• Doc Name: Approval Letter
• From: DRMS
• To: M.A. Concrete Construction, Inc.
• Email Name: THM
• Media Type: D
• Archive: No

CIRCES Cost Estimating Softwar
ArRAPER - ONLY WORK
PROJECT IDENTIFICATION
Agency or organization name DRMS
Task #: 09a State: Colorado
Date : 1211412009
User: THM
Permit or other job action : Fianl Reclamation Cost Estimate
Task description Placement of 6 in ches of
HOURLY EQUIPMENT COST
Cost Breakdown—:
over 6.19 acres
Shift basis : 1 per day
Job utilization % Horsepower 490
W ' ht (UST) • 5634
Ownership cost/hour:
$80.67
NA
elg -
Operating cost/hour :
$124.44
100 Cost data source :
(CRG)
Operator cost/hour :
$38.72
NA
Total unit cost/hour :
$243.82
Total fleet cost/hour :
$243.82
MATERIAL QUANTITIES
Initial
Swell
Loose
volume: 4,800 LCY
factor :
NA volume:
4,800
LCY
Source of quantity take -off : Reclamation
Plan
Source of estimated swell factor
NA
HOURLY PRODUCTION
Hauling Capacity
Scraper Payload (weight) Basis :
Scraper Bowl (volume) Basis
Material weight: 1,600
/LCY
Struck volume :
23.20
LCY
-pounds
Heaped volume:
34.00
LCY
Material description :
Average volume:
28.60
LCY
Top So
Rated payload : 82,000
pounds
Payload capacity : 51.25
LCY
Adjusted capacity:
28.60
LCY * **
Cycle Time (load + haul + spread + return) :
Loading time:
0.90
minutes
Maneuver and spreading time:
0.70
minutes
Travel time:
loading time per pair on push -pull models
Route
Distance (feet)
Grade ( %)
Roll. res.( %)
Total res.( %)
Velocity (fpm)
Travel time (min.)
**
Haul :
800
0.0
5.0
5.0
1,375
0.73
minut
**
Return :
800
0.0
5.0
5.0
2,288
0.35
minutes
" travel time adjusted for acceleration and deceleration at load and dump points
velocities are max. attainable per total resistance shown,
not average
cycle time
Total c y
2.67
minutes
Job Condition Correction Factors :
Site altitude (feet) : 4,625
Adiusted Hourly Production ;
Altitude adjustment factor : 1.00
(Cat HB)
Unadjusted unit production :
641.52
LCYIHour * **
Job efficiency factor : 0.83
(1 shift/day)
Adjusted unit production :
532.46
LCY /Hour
Adjusted fleet production :
532.46
LCY /Hour
Net job correction factor : 0.83
"' 2 times volume on push -pull models
JOB TIME AND COST
Fleet size : 1
Scraper(s)
Total job time :
9.01
Hours
Unit cost : $0.458
/LCY
Total job cost:
$2,198
County : Mesa
Site: 32.5 Road Gravel Pit
Permit/job # M-2009-035
Abbreviation : none
Filename : M035 -09a
Model : Cat 633E Series 2 (2001)