M10–M40 · Nepal standard nominal mix ratios
Results — 1m³ of M20
Cement
≈ 13 kg
0.25 bags
Fine Sand
Zone II fine aggregate
0.52 m³
20mm Aggregate
Coarse aggregate
1.05 m³
Water
w/c ratio ≈ 0.45
6 litres
Important: Nominal mix ratios only. For M25+ structural work, use design mix per IS 10262. Dry factor = 1.54. Add 5–7% wastage. Consult an NEC-registered structural engineer for NBC 105:2020 compliance.
Typical Use: RCC beams, slabs, columns — standard