Brick Mortar & Pointing Calculator

Mortar Calculator

Calculate sand and cement for bricklaying mortar, repointing and render. All mix ratios with BS EN 998-2 designations, door and window deductions, delivery options and plasticiser. 2026 UK pricing.

Last reviewed 15 May 2026
3 use cases
BS EN 998-2 mix classes
Door & window deductions
Delivery options
Rule of thumb: For standard UK brickwork, use a 1:4 cement to building sand mix ratio. One 25kg bag of cement mixed with 100kg of sand will lay approximately 125–150 bricks.
Project Details
Select your use case and enter wall dimensions

Single skin: 102.5mm brick on edge. Standard for garden walls and partition walls.

1:4 (M6) is standard for most brickwork and blockwork. BS EN 998-2.

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m
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0.9×2.0m each

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1.2×1.0m each

For a 10 m² single-skin brick wall with 1:4 mix, you need approximately 0.24 m³ of mortar — 0.31 tonnes of building sand and 3 bags of cement.

Mortar Quick Reference — Bricklaying, 1:4 Mix, Single Skin
10mm bed joints · 10% wastage · building sand (BS EN 13139)
Wall Area Mortar Volume Building Sand Cement (25kg)
5 m² 0.12 m³ 0.15 t 2 bags
10 m² 0.24 m³ 0.31 t 3 bags
20 m² 0.48 m³ 0.62 t 6 bags
40 m² 0.97 m³ 1.24 t 11 bags
Double-skin brickwork uses approximately double these quantities. Blockwork (100mm, 10mm joints) uses approximately 0.015 m³/m² — about half single-skin brick. Use our calculator for estimated quantities.

Mix Guide

Mortar Mix Ratios & Standards

Mix ratios and BS EN 998-2 designations

Mortar mixes are designated by compressive strength class under BS EN 998-2 (Specification for masonry mortar). The class relates to the minimum compressive strength in N/mm² at 28 days. Common site mixes are approximately: 1:3 → M12 (~12 N/mm²), 1:4 → M6 (~6 N/mm²), 1:5 → M4 (~4 N/mm²), 1:6 → M2 (~2 N/mm²).

General rule: the mortar must always be weaker than the masonry unit. Using a mix that is stronger than the brick causes stresses to concentrate in the brick face rather than the joint, leading to spalling and cracking. For older soft bricks, M2 or M4 is often the maximum appropriate strength.

Repointing — the correct approach

Rake out old mortar to a minimum 20mm depth to ensure adequate bond. Use a cold chisel or mortar raker drill bit — never an angle grinder on old soft brick as it destroys the arrises. Brush out all dust and dampen the joint before applying fresh mortar.

For post-1919 hard engineering bricks, a 1:4 or 1:5 mix is appropriate. For pre-1919 soft stock brick, use NHL (natural hydraulic lime) 3.5 or 2 as the binder instead of Portland cement. Do not use cement-based mortar on lime-based original jointing — the differential movement will crack the brickwork.

Sand types — building sand vs sharp sand

Building sand (soft sand, BS EN 13139) has rounded grains that give mortar its workable, 'fatty' consistency. It is the correct sand for bricklaying mortar, repointing and most render mixes. Sharp sand (BS EN 12620) has angular grains intended for concrete and floor screeds — it produces a harsh, unworkable mortar that is very difficult to tool.

Exception: some rough cast and pebbledash render mixes use a blend of building sand and sharp sand (typically 2:1) for additional texture. Fine sharp sand is also sometimes used for pointing dense engineering brickwork where extra durability is required.

Plasticiser — why and how much

Plasticiser (air-entraining admixture) improves mortar workability by introducing tiny air bubbles that lubricate the mix. The result is a smoother, more consistent mortar that is easier to spread, less likely to crack from frost action, and has better water repellence when cured. Approximately 1 litre covers 5–6 tonnes of sand.

Do not use washing-up liquid as a plasticiser substitute — it produces an unstable foam that collapses on drying, leaving voids in the mortar bed and dramatically reducing strength. Always use a purpose-made mortar plasticiser such as Febmix or equivalent.

FAQ

Common Questions

For most domestic brickwork, a 1:4 cement:building sand mix (BS EN 998-2 class M6) is standard. Use 1:3 (M12) for structural or exposed work below the DPC, chimney stacks or engineering brickwork. Use 1:5 or 1:6 (M2–M4) for softer bricks or repointing where the mortar must be weaker than the masonry unit.

For single-skin brickwork (102.5mm) with 10mm joints: approximately 0.022 m³ of mortar per m² of wall face (0.024 m³ with 10% wastage). For double-skin brickwork: approximately 0.044 m³/m². For 100mm blockwork: approximately 0.013 m³/m². These are the figures used by our calculator.

Yes — pre-1919 brick and stone buildings were built with lime mortar. Repointing with Portland cement traps moisture in the wall and causes the brick face to spall. Use NHL (natural hydraulic lime) 2 or 3.5 instead. For listed buildings, check with your local authority as specific mortar specifications may be required.

Yes — mortar plasticiser improves workability, frost resistance and reduces water permeability. Add approximately 60–90ml per 25kg bag of cement. Do not use washing-up liquid as a substitute — it creates unstable voids that weaken the mortar. Purpose-made plasticisers such as Febmix or Cementone are the correct product.

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