1) Earthwork excavation in foundation

2) Plain cement concrete (1:4:8) in foundation

3) Brick masonry in CM 1:6 for super structure

4) R.C.C work in footings, columns, Plinth beams, Chajja, Roof beams and roof slab.

(*No need of using center line or long wall short wall method for framed structure)

Trapezoidal part of footing

$A1=0.7×0.7=0.49m² \\ A2=0.33*0.33=0.1089m² \\ Am=\frac{A1+A2 }{2}=0.2995 \\ V=\frac{D}{6}[A1+A2+4Am] \ =\frac{0.30}{6}[0.49+0.1089+(4*0.2995)] =0.089m³$

Rectangular Portion =$0.7×0.7×0.15 =0.0735m³$

Total volume of Foundation

$= 0.089+0.0735=0.1625m³$

f) For roof slab & roof beam

Total area of …