0009 6000 7500 PAD FOOTING & GROUND BEAM PLAN Circular Column Stump Ground Beam Pad footing GROUND LEVEL 099 FOOTING SCHEDULE TYPE BxLxH F3 1500 x 1500 x 650 B or L COLUMN TYPICAL FOOTING DETAIL 150MM WIDTHX 350MM THK GROUND BEAM 250MM DIAMETER CIRCULAR COLUMN STUMP PAD FOOTING TYPE F3 50MM THK LEAN CONC.
0009 6000 7500 PAD FOOTING & GROUND BEAM PLAN Circular Column Stump Ground Beam Pad footing GROUND LEVEL 099 FOOTING SCHEDULE TYPE BxLxH F3 1500 x 1500 x 650 B or L COLUMN TYPICAL FOOTING DETAIL 150MM WIDTHX 350MM THK GROUND BEAM 250MM DIAMETER CIRCULAR COLUMN STUMP PAD FOOTING TYPE F3 50MM THK LEAN CONC.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
Based on pad footing details and information as shown in the following figures
and table, calculate the price rate for 1 metre cubic excavation work for the
pad footing that is carried out manually (using hand).
item | rate |
worker salary (8hours working/day) | RM24/day |
Soil excavation not exceeding 1.50 m depth | 1.50 hour/m3 |
Soil excavation exceeding 1.50m but not exceeding 3.00m depth | 1.60 hour/m3 |
Spreading up soil in making up level (surface to receive pad footing) | 0.12 hour/m2 |
Filling in and ramming soil | 0.60 hour/m3 |
Carting away remainder load | 1.20 hour/m3 |
Typical soil expansion | 25% |
Profit | 20% |
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