CHA EXCAVATION EQUIPMENT PRICE ITEM per DAY 105 HP DOZER $850.00 165 HP DOZER $1,300.00 $1,200.00 $250.00 MOTOR GRADER VIBRATORY ROLLER 3T ROLLER $760.00 $750.00 $660.00 WATER TRUCK 1.5CY TRACK LOADER 12CY DUMP TRUCK $350.00 $700.00 $390.00 $450.00 0.75CY TRACK BACKHOE 0.5CY WHEEL ВАСКНОЕ BOBCAT LOADER FIGURE 10.1 Excavation Equipment Delmar/Gengagg Leaming) OPERATION EQUIPMENT CREW OUTPUT 1. Hand Excavation -Light to Medium Soil Site Tools Only 3.0 Laborers Heavy Soil to Rock 3-5 cu. yd.hr. 2-4 mhr. 0.5 Foreman Site Tools Only 0.5 Foreman 0.5-4 cu. yd.hr. 0.4-3 m/hr. 3.0 Laborers Site Tools Only 0.5 Foreman 3.0 Laborers 2. Hand Trimming 70-200 sg. ft.hr. 6.5-18.5 m/hr. 3. Strip Topsoil -Lot Size Areas 1.0 Operators 105 HP Dozer 1.0 Operators 20-50 cu. yd./hr. 40-70 cu. yd/hr. Bobcat 15-38 mhr. -Small Areas 31-54 mhr. 4. Excavate to Reduce 105 HP Dozer 1.0 Operators 40-70 cu. yd/hr. 31-54 mhr. Levels-Small Areas 5. Site Grading Motor Grader 1.0 Operators 100-250 sq. yd.hr. 9-23 m/hr. 6. Basement Excavations 1.5 CY Loader 1.0 Operators 50-150 cu. yd./hr. 38-115 m/ "Trucks *Drivers hr. 0.5 Laborer 7. Trench Excavations 0.75 CY 1.0 Operators 15-75 cu. yd./hr. 11-57 m/hr. Backhoe 0.5 Laborer 8. Excavate Pits and Sumps 1.0 Operators 0.5 Laborers 12-30 cu. yd./hr. 0.50 CY 9-23 m /hr. Backhoe 9. Spread and Compact 105 HP Dozer 1.0 FM Operator 1.0 Operators 30-100 cu. yd.hr. 23-76 mhr. Backfil-Basements Roller 3.0 Laborers -Footings Bobcat 1.0 F/M Operator 1.0 Operators 20-60 cu. yd./hr. 15-46 mhr. Roller 3.0 Laborers 1.0 FM Operator 1.0 Operators 10-30 cu. yd.hr. 8-23 m/hr. 10. Spread and Compact Gravel 6' Thick Bobcat Roller 3.0 Laborers 11. Remove Surplus 1.5 CY Loader 1.0 Operators * Drivers 100-200 cu. yd./hr. 76-153 m/ Excavated "Trucks hr. Material from Site 1.0 Laborer 50-100 cu. yd.hr. 12. Import Fill from Pit to Site 1.5 CY Loader 1.0 Operators 38-76 mVhr. *Trucks * Drivers 1.0 Laborer 13. 6" Diameter Drain Tile Site Tools Only 0.3 Foreman 1.0 Skilled Worker 25-35 fhr. 7-11 m/hr. 1.0 Laborer 14. Place Drain Gravel, Bobcat 1.0 Operators 20-50 cu. yd/hr. 15-38 m/hr. No Compaction 1.0 Laborer "Calculate number of trucks required. FIGURE 10.5 Excavation Work: Productivity Rates DalmariCengage Laaming

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question

Based on the equipment prices given in Figure 10.1 and the crew described in Figure 10.5, calculate a price per cubic yard to strip topsoil from small areas when the expected productivity is 45 cubic yards per hour.

CHA
EXCAVATION EQUIPMENT
PRICE
ITEM
per DAY
105 HP DOZER
$850.00
165 HP DOZER
$1,300.00
$1,200.00
$250.00
MOTOR GRADER
VIBRATORY ROLLER
3T ROLLER
$760.00
$750.00
$660.00
WATER TRUCK
1.5CY TRACK LOADER
12CY DUMP TRUCK
$350.00
$700.00
$390.00
$450.00
0.75CY TRACK BACKHOE
0.5CY WHEEL ВАСКНОЕ
BOBCAT LOADER
FIGURE 10.1 Excavation Equipment
Delmar/Gengagg Leaming)
Transcribed Image Text:CHA EXCAVATION EQUIPMENT PRICE ITEM per DAY 105 HP DOZER $850.00 165 HP DOZER $1,300.00 $1,200.00 $250.00 MOTOR GRADER VIBRATORY ROLLER 3T ROLLER $760.00 $750.00 $660.00 WATER TRUCK 1.5CY TRACK LOADER 12CY DUMP TRUCK $350.00 $700.00 $390.00 $450.00 0.75CY TRACK BACKHOE 0.5CY WHEEL ВАСКНОЕ BOBCAT LOADER FIGURE 10.1 Excavation Equipment Delmar/Gengagg Leaming)
OPERATION
EQUIPMENT
CREW
OUTPUT
1. Hand Excavation
-Light to Medium Soil Site Tools Only 3.0 Laborers
Heavy Soil to Rock
3-5 cu. yd.hr.
2-4 mhr.
0.5 Foreman
Site Tools Only 0.5 Foreman
0.5-4 cu. yd.hr.
0.4-3 m/hr.
3.0 Laborers
Site Tools Only 0.5 Foreman
3.0 Laborers
2. Hand Trimming
70-200 sg. ft.hr.
6.5-18.5 m/hr.
3. Strip Topsoil
-Lot Size Areas
1.0 Operators
105 HP Dozer 1.0 Operators
20-50 cu. yd./hr.
40-70 cu. yd/hr.
Bobcat
15-38 mhr.
-Small Areas
31-54 mhr.
4. Excavate to Reduce
105 HP Dozer 1.0 Operators
40-70 cu. yd/hr.
31-54 mhr.
Levels-Small Areas
5. Site Grading
Motor Grader
1.0 Operators
100-250 sq. yd.hr.
9-23 m/hr.
6. Basement Excavations 1.5 CY Loader 1.0 Operators
50-150 cu. yd./hr.
38-115 m/
"Trucks
*Drivers
hr.
0.5 Laborer
7. Trench Excavations
0.75 CY
1.0 Operators
15-75 cu. yd./hr.
11-57 m/hr.
Backhoe
0.5 Laborer
8. Excavate Pits and
Sumps
1.0 Operators
0.5 Laborers
12-30 cu. yd./hr.
0.50 CY
9-23 m /hr.
Backhoe
9. Spread and Compact
105 HP Dozer
1.0 FM Operator
1.0 Operators
30-100 cu. yd.hr.
23-76 mhr.
Backfil-Basements
Roller
3.0 Laborers
-Footings
Bobcat
1.0 F/M Operator
1.0 Operators
20-60 cu. yd./hr.
15-46 mhr.
Roller
3.0 Laborers
1.0 FM Operator
1.0 Operators
10-30 cu. yd.hr.
8-23 m/hr.
10. Spread and Compact
Gravel 6' Thick
Bobcat
Roller
3.0 Laborers
11. Remove Surplus
1.5 CY Loader 1.0 Operators
* Drivers
100-200 cu. yd./hr.
76-153 m/
Excavated
"Trucks
hr.
Material from Site
1.0 Laborer
50-100 cu. yd.hr.
12. Import Fill from Pit
to Site
1.5 CY Loader 1.0 Operators
38-76 mVhr.
*Trucks
* Drivers
1.0 Laborer
13. 6" Diameter Drain Tile
Site Tools Only 0.3 Foreman
1.0 Skilled Worker
25-35 fhr.
7-11 m/hr.
1.0 Laborer
14. Place Drain Gravel,
Bobcat
1.0 Operators
20-50 cu. yd/hr.
15-38 m/hr.
No Compaction
1.0 Laborer
"Calculate number of trucks required.
FIGURE 10.5 Excavation Work: Productivity Rates DalmariCengage Laaming
Transcribed Image Text:OPERATION EQUIPMENT CREW OUTPUT 1. Hand Excavation -Light to Medium Soil Site Tools Only 3.0 Laborers Heavy Soil to Rock 3-5 cu. yd.hr. 2-4 mhr. 0.5 Foreman Site Tools Only 0.5 Foreman 0.5-4 cu. yd.hr. 0.4-3 m/hr. 3.0 Laborers Site Tools Only 0.5 Foreman 3.0 Laborers 2. Hand Trimming 70-200 sg. ft.hr. 6.5-18.5 m/hr. 3. Strip Topsoil -Lot Size Areas 1.0 Operators 105 HP Dozer 1.0 Operators 20-50 cu. yd./hr. 40-70 cu. yd/hr. Bobcat 15-38 mhr. -Small Areas 31-54 mhr. 4. Excavate to Reduce 105 HP Dozer 1.0 Operators 40-70 cu. yd/hr. 31-54 mhr. Levels-Small Areas 5. Site Grading Motor Grader 1.0 Operators 100-250 sq. yd.hr. 9-23 m/hr. 6. Basement Excavations 1.5 CY Loader 1.0 Operators 50-150 cu. yd./hr. 38-115 m/ "Trucks *Drivers hr. 0.5 Laborer 7. Trench Excavations 0.75 CY 1.0 Operators 15-75 cu. yd./hr. 11-57 m/hr. Backhoe 0.5 Laborer 8. Excavate Pits and Sumps 1.0 Operators 0.5 Laborers 12-30 cu. yd./hr. 0.50 CY 9-23 m /hr. Backhoe 9. Spread and Compact 105 HP Dozer 1.0 FM Operator 1.0 Operators 30-100 cu. yd.hr. 23-76 mhr. Backfil-Basements Roller 3.0 Laborers -Footings Bobcat 1.0 F/M Operator 1.0 Operators 20-60 cu. yd./hr. 15-46 mhr. Roller 3.0 Laborers 1.0 FM Operator 1.0 Operators 10-30 cu. yd.hr. 8-23 m/hr. 10. Spread and Compact Gravel 6' Thick Bobcat Roller 3.0 Laborers 11. Remove Surplus 1.5 CY Loader 1.0 Operators * Drivers 100-200 cu. yd./hr. 76-153 m/ Excavated "Trucks hr. Material from Site 1.0 Laborer 50-100 cu. yd.hr. 12. Import Fill from Pit to Site 1.5 CY Loader 1.0 Operators 38-76 mVhr. *Trucks * Drivers 1.0 Laborer 13. 6" Diameter Drain Tile Site Tools Only 0.3 Foreman 1.0 Skilled Worker 25-35 fhr. 7-11 m/hr. 1.0 Laborer 14. Place Drain Gravel, Bobcat 1.0 Operators 20-50 cu. yd/hr. 15-38 m/hr. No Compaction 1.0 Laborer "Calculate number of trucks required. FIGURE 10.5 Excavation Work: Productivity Rates DalmariCengage Laaming
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