Heavy Construction Equipment Productivity
S.Sudha Velan B.E (Civil)
Construction Equipment Productivity
• Equipment productivity generally refers to the time during which
the machine is in operation performing productive work. The more
efficiently the workers can complete their tasks, the higher the
production level is.
• Poor equipment productivity is a leading contributor to many
problems that contractors face, including increased and
unexpected costs that cause budget creeps.
Bulldozers
• 32 Ton Class- 83 Cum/Hr
• Earth Volume less than 30000 Cum- 20 ton class wet type
• Earth Volume more than 30000 Cum- 32 ton class ordinary type
• Wet Land - 20 ton class wet type bull dozer.
Front-end Loaders
• Mix planting soil, including loam, manure, peat, by skid steer
loader 28 m3 / hour
Motor Graders
• 100 mm course, blade mixed , spread & compacted 48 m3 / hour
• 100 mm course ,plant mixed ,spread & compacted 36 m3 / hour
PC 200 Excavator -0.9 Cum Bucket
• Granular Materials – 81 Cum/Hour
• Soft Rock- 36 Cum/Hr
• Hard Rock-13 Cum/Hr
PC 300 Excavator – 1.8 Cum Bucket
• Granular Materials – 171 Cum/Hour
• Soft Rock- 72 Cum/Hr
• Hard Rock-27 Cum/Hr
Note: Excavation less than 50000 Cum- 0.9 Cum Bucket capacity
Excavation more than 50000 Cum- 1.8 Cum Bucket capacity
• Excavation by TATA Hitachi EX 200 - 450 Cum/Day (10 Hr)
• Excavation by JCB/L&T - 200- 300 Cum/Day (10 Hr)
Dump Truck
• Dump Truck lead up to 1 km – 25 Cum/Hr
Crawler Drilling Machine
• Crawler Drilling Machine 100 mm dia hole- 7 to 14 m /Hr
Front End Roller
• Front End Roller- 28 Cum/Hr
Vibro Rollers : ( Compaction)
• 32 Ton Capacity - 1075 Sqm/Hour
• 8 Passes per layer & working speed 4 Km/Hr
• Less Than 300mm compacted layer- 20 Ton capacity
• 300 – 600 mm compacted layer- 30 Ton capacity Vibro Rollers
Factors affecting construction equipment productivity at site
1. Rework
2. Lack of experience
3. Government Laws & regulations
4. Lack of supervision
5. Availability of required equipment
6. Lack of construction materials
7. Permit delays
8. Complex design & In adequate drawings
9. Absenteeism
10. In adequate construction methods
11. Poor site condition
12. Dispute with owner
13. Payment delays
14.Lack of training
15.Variation & design change
16.Misunderstanding between owner , contractor & designer
17.Differ from plan
18.Poor access within construction site
19.Violation of safety laws
20.Personel problems
Tips to ensure maximum productivity at the site
• Read and follow the manufacturer’s instructions and maintenance
tips. It can help you to operate the machine efficiently.
• Ensure that the employee who is operating the construction
equipment is skilled and trained in doing so, as inexperienced
employees can damage the machinery or even injure themselves
or others, causing delays and increasing cost.
• Before starting the day, check the machine thoroughly.
• Check the machine at the end of the day too to find out any
possible damage.
• Clean the parts that made the most contact with the soil and
debris.
• Keep the engine completely shut off while re-fuelling the
equipment.
• Follow a periodic maintenance schedule
• Keep the equipment properly greased and lubricated.
• Lubricate the equipment wisely with the recommended grade of
grease.
• Make sure that you replace original parts in your construction
equipment as otherwise there could be major defaults in the long
run.
• Make sure that each tyre has the right pressure
• Ensure you follow all the safety guidelines and the workers are also
aware of the safety norms so as to minimize accidents.
Bar Cutting Machine
• Bar cutting machine- 10 MT/day (10 Hrs)
Bar Bending Machine
• Bar bending machine- 10 MT/day (10 Hrs)
Tower Crane
• Tower Crane- Structural steel- 25 Cycles /Day (10 Hour)
• Tower Crane- Concrete & Steel- 30 Cycles /Day (10 Hour)
• Tower Crane- Glazing - 30 Panels /Day (10 Hour)
Tractors
• Tractors-150 Cum /day (10 Hrs)
• Concrete Batching plant - 300 Cum/day (10 Hrs)
• Concrete Pump -300 Cum/day (10 Hrs)
• Mixer machine and weight batcher (1 Bag)-25 Cum/day (10Hr)
• Mixer machine and weight batcher (1/2 Bag)-14 Cum/day
Cost of Construction Equipment
• Concrete Batching Plant (30 Cum) Capacity- 45 Lakhs
• Boom Placer- 1.1 Cr
• Concrete Pump- 50 Lakhs
• Tower Crane – 56 Lakhs
• DG 320 Kva- 14 Lakhs
• DG 125 Kva – 6 Lakhs
• L&T excavator PC 200 – 45 Lakhs
• Hydra 14 MT Capacity -18 Lakhs
• Vibrating Roller (10 MT ) – 25 Lakhs
• Tipper – 22 Lakhs
• Water Tanker 12000 Ltr-10 Lakhs
• Bar bending machine- 1.1 Lakhs
• Bar Cutting Machine- 1.2 Lakhs
• Asphalt Sensor Paver – 40 Lakhs
• Monkey Lift - 1 Lakhs
• Builders Hoist- 2.25 Lakhs
• Passenger & Material Hoist- 17 Lakhs
• Asphalt Batching Plant – 1.5 Cr
• Vibrating Roller (2 MT)- 2.5 Lakhs
Fuel Consumption Per Hour
• Excavator- 15 Ltr (Diesel)
• Grader-22 Ltr (Diesel)
• Back Hoe Loader- 15 Ltr (Diesel)
• Loader-13 Ltr (Diesel)
• Soil Compactor- 22 Ltr (Diesel)
• Tandem Roller- 16 Ltr (Diesel)
• Tipper Truck- 13 Ltr (Diesel)
• Paver- 20 Ltr (Diesel)
• Hot Mix Plant- 100 KwH
Thanks & Regards
S.Sudha Velan

Heavy Construction Equipment Productivity

  • 1.
    Heavy Construction EquipmentProductivity S.Sudha Velan B.E (Civil)
  • 2.
    Construction Equipment Productivity •Equipment productivity generally refers to the time during which the machine is in operation performing productive work. The more efficiently the workers can complete their tasks, the higher the production level is. • Poor equipment productivity is a leading contributor to many problems that contractors face, including increased and unexpected costs that cause budget creeps.
  • 3.
    Bulldozers • 32 TonClass- 83 Cum/Hr • Earth Volume less than 30000 Cum- 20 ton class wet type • Earth Volume more than 30000 Cum- 32 ton class ordinary type • Wet Land - 20 ton class wet type bull dozer.
  • 4.
    Front-end Loaders • Mixplanting soil, including loam, manure, peat, by skid steer loader 28 m3 / hour
  • 5.
    Motor Graders • 100mm course, blade mixed , spread & compacted 48 m3 / hour • 100 mm course ,plant mixed ,spread & compacted 36 m3 / hour
  • 6.
    PC 200 Excavator-0.9 Cum Bucket • Granular Materials – 81 Cum/Hour • Soft Rock- 36 Cum/Hr • Hard Rock-13 Cum/Hr
  • 7.
    PC 300 Excavator– 1.8 Cum Bucket • Granular Materials – 171 Cum/Hour • Soft Rock- 72 Cum/Hr • Hard Rock-27 Cum/Hr
  • 8.
    Note: Excavation lessthan 50000 Cum- 0.9 Cum Bucket capacity Excavation more than 50000 Cum- 1.8 Cum Bucket capacity • Excavation by TATA Hitachi EX 200 - 450 Cum/Day (10 Hr) • Excavation by JCB/L&T - 200- 300 Cum/Day (10 Hr)
  • 9.
    Dump Truck • DumpTruck lead up to 1 km – 25 Cum/Hr
  • 10.
    Crawler Drilling Machine •Crawler Drilling Machine 100 mm dia hole- 7 to 14 m /Hr
  • 11.
    Front End Roller •Front End Roller- 28 Cum/Hr
  • 12.
    Vibro Rollers :( Compaction) • 32 Ton Capacity - 1075 Sqm/Hour • 8 Passes per layer & working speed 4 Km/Hr • Less Than 300mm compacted layer- 20 Ton capacity • 300 – 600 mm compacted layer- 30 Ton capacity Vibro Rollers
  • 13.
    Factors affecting constructionequipment productivity at site 1. Rework 2. Lack of experience 3. Government Laws & regulations 4. Lack of supervision 5. Availability of required equipment 6. Lack of construction materials 7. Permit delays 8. Complex design & In adequate drawings 9. Absenteeism 10. In adequate construction methods 11. Poor site condition 12. Dispute with owner 13. Payment delays
  • 14.
    14.Lack of training 15.Variation& design change 16.Misunderstanding between owner , contractor & designer 17.Differ from plan 18.Poor access within construction site 19.Violation of safety laws 20.Personel problems
  • 16.
    Tips to ensuremaximum productivity at the site • Read and follow the manufacturer’s instructions and maintenance tips. It can help you to operate the machine efficiently. • Ensure that the employee who is operating the construction equipment is skilled and trained in doing so, as inexperienced employees can damage the machinery or even injure themselves or others, causing delays and increasing cost. • Before starting the day, check the machine thoroughly. • Check the machine at the end of the day too to find out any possible damage. • Clean the parts that made the most contact with the soil and debris. • Keep the engine completely shut off while re-fuelling the equipment.
  • 17.
    • Follow aperiodic maintenance schedule • Keep the equipment properly greased and lubricated. • Lubricate the equipment wisely with the recommended grade of grease. • Make sure that you replace original parts in your construction equipment as otherwise there could be major defaults in the long run. • Make sure that each tyre has the right pressure • Ensure you follow all the safety guidelines and the workers are also aware of the safety norms so as to minimize accidents.
  • 18.
    Bar Cutting Machine •Bar cutting machine- 10 MT/day (10 Hrs)
  • 19.
    Bar Bending Machine •Bar bending machine- 10 MT/day (10 Hrs)
  • 20.
    Tower Crane • TowerCrane- Structural steel- 25 Cycles /Day (10 Hour) • Tower Crane- Concrete & Steel- 30 Cycles /Day (10 Hour) • Tower Crane- Glazing - 30 Panels /Day (10 Hour)
  • 21.
  • 22.
    • Concrete Batchingplant - 300 Cum/day (10 Hrs) • Concrete Pump -300 Cum/day (10 Hrs)
  • 23.
    • Mixer machineand weight batcher (1 Bag)-25 Cum/day (10Hr) • Mixer machine and weight batcher (1/2 Bag)-14 Cum/day
  • 25.
    Cost of ConstructionEquipment • Concrete Batching Plant (30 Cum) Capacity- 45 Lakhs • Boom Placer- 1.1 Cr • Concrete Pump- 50 Lakhs • Tower Crane – 56 Lakhs • DG 320 Kva- 14 Lakhs • DG 125 Kva – 6 Lakhs • L&T excavator PC 200 – 45 Lakhs • Hydra 14 MT Capacity -18 Lakhs • Vibrating Roller (10 MT ) – 25 Lakhs • Tipper – 22 Lakhs • Water Tanker 12000 Ltr-10 Lakhs
  • 26.
    • Bar bendingmachine- 1.1 Lakhs • Bar Cutting Machine- 1.2 Lakhs • Asphalt Sensor Paver – 40 Lakhs • Monkey Lift - 1 Lakhs • Builders Hoist- 2.25 Lakhs • Passenger & Material Hoist- 17 Lakhs • Asphalt Batching Plant – 1.5 Cr • Vibrating Roller (2 MT)- 2.5 Lakhs
  • 27.
    Fuel Consumption PerHour • Excavator- 15 Ltr (Diesel) • Grader-22 Ltr (Diesel) • Back Hoe Loader- 15 Ltr (Diesel) • Loader-13 Ltr (Diesel) • Soil Compactor- 22 Ltr (Diesel) • Tandem Roller- 16 Ltr (Diesel) • Tipper Truck- 13 Ltr (Diesel) • Paver- 20 Ltr (Diesel) • Hot Mix Plant- 100 KwH
  • 28.