Why this calc exists
Brickwork quantity is a per-m² to per-m³ conversion with two unknowns: brick size and mortar thickness. Get the size wrong and you over-order by 10–25 %. Get the mortar thickness wrong and the sand-and-cement estimate is off by the same.
Standard modular clay bricks are 200 × 100 × 100 mm with 10 mm mortar joints, giving 500 bricks per m³ of wall (with 1:6 mortar). Non-modular sizes (230 × 110 × 70, 230 × 110 × 110) change the count. AAC blocks run 600 × 200 × 200 mm etc., giving ~42 blocks per m³ — almost an order of magnitude fewer. The Brickwork Quantity calculator takes wall dimensions, brick type, and mortar ratio, and outputs both the brick count and the cement/sand volumes for the mortar.
Code references (with provenance)
- IS 1905 — Code of practice for structural use of unreinforced masonry. Mortar grades, joint thickness, brick absorption limits.
- IS 1077 — Common burnt clay building bricks — specifications (modular 200×100×100).
- IS 12894 — Fly ash-lime bricks.
- IS 2185 (Part 3) — Autoclaved cellular (AAC) concrete blocks.
Worked: 10 m³ of 230 mm modular brickwork in 1:6 mortar
Brick count: 1 m³ / (0.20 × 0.10 × 0.10) = 500 bricks. With 10 % wastage → 550 bricks/m³ including breakage.
Mortar volume: 1 − (500 × 0.002) = 1 − 1.0 = 0 m³ nominal. Real mortar volume (with 10 mm joints) is ~25–30 % of wall → 0.30 m³/m³ wet.
Dry mortar volume: 0.30 × 1.33 = 0.40 m³ dry.
1:6 ratio (cement:sand): total parts 7 → cement = 0.40/7 = 0.057 m³ → 0.057 × 1440 = 82 kg = 1.65 bags/m³. Sand = 6 × 0.057 = 0.343 m³ loose.
For 10 m³: 5,500 bricks, 16.5 bags cement, 3.4 m³ sand.
Field notes (what trips people up)
- Modular vs non-modular confusion. Many 'standard' bricks in India are actually non-modular (230 × 110 × 70). Always measure a sample of 10 bricks before calculating.
- Wastage 5–10 %. 5 % on a controlled site, up to 10 % for new masons or rough handling. AAC blocks are brittle and crack at corners — use 5–8 %.
- Sand bulking at moisture. Damp sand occupies 15–20 % more volume. Order by weight, not loose volume, when possible.
- Mortar grade vs exposure. IS 1905 mortar designations (H1, H2, M1, M2, L1, L2) are selected by exposure. Coastal / severe: M2 (1:1:6 cement-lime-sand) or richer; moderate: M1 (1:1:6); mild: L2 (1:2:9 or 1:3:12).
Worked example
Site: 240 m² of 230 mm brickwork in a Pune residential block.
Inputs: brick 230 × 110 × 75 mm, mortar 1:6, wastage 8 %.
Output: volume 55.2 m³ · bricks 6,800 · cement 91 bags · sand 19.6 m³ (order 22 m³ loose).
FAQ
How many bricks in 1 m³ of standard modular brickwork?
500 bricks nominally; 525–550 in practice with 5–10 % wastage.
Can I use this for AAC blocks?
Yes — the calculator supports AAC dimensions (e.g. 600 × 200 × 200 mm) and outputs blocks per m³ automatically.
What's the difference between cement mortar and cement-lime mortar?
Cement mortar (cement + sand) is stronger but less workable. Cement-lime mortar (cement + lime + sand) is more workable and less prone to cracking, used for plaster and masonry in seismic zones. IS 1905 Table 4 gives grades for both.