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

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

Residential Construction Academy: House Wiring (MindTap Course List)

5th Edition

ISBN:9781337402415

Author:Gregory W Fletcher

Publisher:Gregory W Fletcher

Chapter4: Test And Measurement Instruments Used In Residential Wiring

Section: Chapter Questions

Problem 5RQ: List three important rules to follow in the care and maintenance of meters. (Objective 4-14)

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