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