Table 1: Schedule of Rate
No Description Unit Rate (RM)
1 Excavate to reduce level average 300 mm deep and remove surplus spoil
m2 4.00
2 Excavate for isolated foundation, ground beam, etc not exceeding 1.50 m deep, backfill and remove surplus spoil and deposited, spread and level.
m3 23.00
3 Hardcore m3 35.00
4 Concrete Grade 25 m3 260.00
5 50mm concrete blinding m2 7.00
6 20mm Waterproof of concrete bed m2 15.00
7 Formwork of sides of concrete works m2 33.00
8 Fabric reinforcement m2 14.00
9 Straight and bend bar reinforcement kg 4.40
10 Damp-proof membrane m2 5.50
11 Half brick wall in cement and sand including brick reinforcement m2 50.00
12 Damp proof course 115mm wide m 3.50
13 Cement and sand plaster m2 16.00
14 One coat cement based paint and two coats emulsion paint m2 10.50
15 Composite aluminium window and fixed light overall size 600mm x 600mm high
No 150.00
16 4mm Clear sheet glass m2 50.00
17 900mm x 2100mm high timber flush door including ironmongery and painting
No 350.00
18 50mm x 150mm Grade A timber frame and painting m 15.50
19 20mm Cement and Sand (1:3) screed to floor m2 9.00
Table 2: Approximate weight of reinforcement for concrete components
No Component Unit Weight
1 Pad foundation Kg/m3 80
2 Ground beam Kg/m3 200
3 Roof beam Kg/m3 160
4 Column Stump Kg/m3 190
5 Column Kg/m3 160
6 100mm Floor slab Kg/m2 10
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