Calculate volumes, mix ratios, bag counts and material quantities for concrete projects. Live preview and downloadable PDF report.
| Grade | PSI | Ratio (C:S:A) | Best for |
|---|---|---|---|
| M5 | 725 | 1:5:10 | Leveling, non-structural fill |
| M10 | 1450 | 1:3:6 | PCC work, walkways |
| M15 | 2175 | 1:2:4 | Footings, light structural |
| M20 | 2900 | 1:1.5:3 | Slabs, driveways, general RCC |
| M25 | 3625 | 1:1:2 | Columns, beams, bridges |
V = L × W × TV = π × (D/2)² × HV = L × W × DV = π × (D/2)² × H × QtyDry Volume = Wet Volume × 1.54Cement = (1 / 5.5) × Dry VolumeSand = (1.5 / 5.5) × Dry VolumeAggregate = (3 / 5.5) × Dry VolumeCement mass = Cement Volume × 1440 kg/m³50 kg Bags = Cement mass ÷ 50Water = Cement mass × 0.45 (litres = kg)Final Volume = Calculated Volume × (1 + waste%)