Plan mortar joints precisely for accurate masonry takeoffs on every wall section. Export results for ordering, budgeting, and crew planning with clear totals fast.
| Case | Wall (L×H) | Thickness | Openings | Brick (L×W×H) | Joint | Waste | Mortar volume | Bags (0.012 m³) |
|---|---|---|---|---|---|---|---|---|
| A | 6.0×2.7 m | 100 mm | 1.6 m² | 190×90×57 mm | 10 mm | 7% | ≈ 0.22 m³ | ≈ 19 |
| B | 10×3 m | 150 mm | 2.2 m² | 200×100×60 mm | 12 mm | 10% | ≈ 0.55 m³ | ≈ 46 |
| C | 4×2.4 m | 100 mm | 0.0 m² | 190×90×57 mm | 8 mm | 5% | ≈ 0.12 m³ | ≈ 10 |
1) Net wall area: A_net = (L × H) − A_openings
2) Modular brick dimensions: L_m = L_b + J, H_m = H_b + J
3) Bricks per m² (one layer): N_m2 = 1 / (L_m × H_m)
4) Thickness layers: W = round(T / W_b)
5) Brick count with waste: N = ceil(A_net × N_m2 × W × (1 + w%))
6) Mortar volume with waste: V_mortar = max(0, A_net×T − N×V_brick) × (1 + w%)
This approach estimates mortar in joints by subtracting brick volume from wall volume.
Mortar quantity drives material cost, delivery timing, and crew productivity. Under-ordering causes stoppages and cold joints, while over-ordering increases waste and cleanup. This calculator converts wall dimensions, brick size, and joint thickness into a practical mortar volume and bag count for site planning.
Start with gross wall area (L × H) and subtract total openings area for doors and windows. A 6.0 m by 2.7 m wall gives 16.20 m² gross. If openings total 1.60 m², net area becomes 14.60 m². Net area is the key driver for both bricks and mortar.
Brickwork is measured in modules: the brick plus one joint. If a brick is 190 mm long and the joint is 10 mm, the module length becomes 200 mm. The same applies vertically. Smaller joints raise bricks per square meter and reduce mortar volume; thicker joints do the opposite.
Wall thickness determines how many brick layers (wythes) are needed. The tool rounds thickness to a practical integer based on brick width. Wall volume is A_net × T. For 14.60 m² at 100 mm thickness, wall volume is about 1.46 m³ before waste.
Mortar fills the space not occupied by bricks. The calculator estimates brick count from modular dimensions, then multiplies by brick volume. Mortar volume is the remaining difference. This method is reliable for common bonds when input sizes match the actual products used on site.
Waste covers spillage, remixing, uneven joints, and cutting around corners and openings. Many crews use 5–10% for straightforward walls and 10–15% for complex detailing. Apply the same percentage to bricks and mortar to keep ordering conservative and realistic.
Bag yield varies with mix design, sand moisture, and workability. If one bag yields 0.012 m³, then 0.24 m³ requires ceil(0.24 / 0.012) = 20 bags. Adjust yield to match your supplier’s data or site trials for improved accuracy.
Use net area and brick count to validate against drawings and bond patterns. Compare mortar volume to crew experience; large deviations often indicate unusual joint thickness, wrong brick dimensions, or incorrect openings. Export the CSV to keep a record for procurement and daily tracking.
Yes. Enter the actual brick length, width, and height you will use. Modular dimensions are calculated automatically using the joint thickness, so the brick count and mortar volume adapt to the size provided.
Use the specified joint thickness from your project details or typical crew practice. Common values are 8–12 mm. Thicker joints increase mortar volume and may slightly reduce bricks per square meter.
Multiply each opening’s width by height, then add them together. For multiple identical windows, calculate one and multiply by the count. Enter the total as a single value to get net wall area.
Mortar volume is tied to wall volume. Doubling thickness nearly doubles wall volume and brick layers, so the remaining “void” volume also increases. Always confirm thickness in millimeters from drawings.
Use 5–10% for straight walls with good access, and 10–15% for walls with many corners, returns, or small cuts. Poor mixing control and long carry distances also increase waste.
Start with the default yield and compare with a small on-site trial mix. Supplier datasheets may provide expected coverage. Adjust yield until calculated bags align with real consumption on similar work.
It is optimized for brickwork. You can adapt it by entering block dimensions, but bonding and joint geometry differ. For stone or irregular units, a dedicated masonry mortar estimator is recommended.
Accurate mortar planning saves time, cost, and rework today.
Important Note: All the Calculators listed in this site are for educational purpose only and we do not guarentee the accuracy of results. Please do consult with other sources as well.