1). Use formwork as many time as possible to achieve economy.

2). Minimum floor to floor height will result in saving of money.

3). Column layout should be placed in a uniform grid.

4). Standard column size should be used.

5). Same depth of beam should be used, if possible.

6).Local available material should be used to minimise cost.

7). High strength concrete should be used.

8). To remove formwork earlier high early strength concrete should be used.

9). To minimise honey combing and air pockets in concrete self consolidating concrete should be used.

10). Use large size bars in column and smaller size bars in slab.