Bricks, Mortar and Block Fill: Estimating Different Materials

Separate brick faces, bedding mortar, and selected CMU-core fill before estimating.

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Three materials, three measurement questions

A brick face asks how many units cover the exposed wall area. Bedding mortar fills the joints between those bricks. CMU fill (often called grout in this context) is a volume placed in specified hollow block cores. They can appear in the same project, but they are not interchangeable quantities.

Start by identifying the material on the drawings or scope: brick units and their joints, CMU units and their grouting schedule, or both. Use the Brick & Mortar Calculator for a single-wythe brick face and its bedding-mortar approximation. Use the Concrete Block Fill Calculator only when you have a matched fill table or an explicit count and volume for the cores being filled. The existing Block Wall Calculator is useful for CMU unit counts and mortar planning, but it is not a substitute for a matched core-fill input.

Record actual size, nominal size, and joint thickness separately

Actual brick or CMU dimensions are the physical dimensions you measure or obtain from the applicable product information. A nominal size is a coordination label that may include the intended joint or module. Do not enter a nominal label as though it were the physical brick size and then add that joint again; that double-counts the joint.

For a brick face, record actual length, actual height, actual depth, and the horizontal and vertical joint thicknesses. The face-count module is (actual length + vertical joint) × (actual height + horizontal joint). Brick depth is needed for the geometric bedding-mortar approximation, not for the face count alone. Measure wall area and openings separately, and subtract only non-overlapping openings that belong within the measured face.

For CMU core fill, record the selected unit description, the fill configuration (full or partial), and the manufacturer or supplier table that matches both. If a schedule calls for selective grouting, count only those cores or use a table expressly covering that configuration. A hollow-looking unit does not justify multiplying every block by a guessed void percentage.

Worked brick-face and bedding-mortar example (C05)

This is a single-wythe periodic face-area example, not a brick-by-brick laying plan. It uses a 10 m² net wall face, actual bricks measuring 0.20 m long × 0.06 m high × 0.10 m deep, and both joint thicknesses of 0.01 m.

  1. Module dimensions: 0.20 m + 0.01 m = 0.21 m wide; 0.06 m + 0.01 m = 0.07 m high.
  2. Module face area: 0.21 m × 0.07 m = 0.0147 m² per theoretical brick.
  3. Theoretical brick count: 10 m² ÷ 0.0147 m² = 680.272109 bricks.
  4. Ordered bricks at 5% brick allowance: ceil(680.272109 × 1.05) = 715 bricks.
  5. Gross wall-depth volume: 10 m² × 0.10 m = 1.0 m³.
  6. Brick solid volume in the repeating face: 680.272109 × 0.20 m × 0.06 m × 0.10 m = 0.816326531 m³.
  7. Approximate wet bedding mortar: 1.0 m³ − 0.816326531 m³ = about 0.183673469 m³, before any separate mortar allowance.

The brick allowance changes the purchase count; it does not turn the face-area mortar approximation into core grout. Frogs, perforation filling, cuts, boundary effects, and product-specific bag coverage are outside this geometric approximation. For a bag order, use the selected product's applicable yield or a verified brick-count coverage basis; S02 is context for that manufacturer-yield workflow, not a universal mortar yield.

Worked CMU core-fill example (C08)

This is a separate CMU fill example. It assumes a matched, explicitly selected full-fill table states 6 L/block for 100 blocks, plus 0.1 m³ of separately measured cavities that the table does not already include. It is not calculated from the brick dimensions or brick-face area above.

  1. Primary core fill: 100 blocks × 6 L/block = 600 L = 0.600 m³.
  2. Add only non-overlapping additional cavities: 0.600 m³ + 0.100 m³ = 0.700 m³ net fill.
  3. Ordered fill at 5% allowance: 0.700 m³ × 1.05 = 0.735 m³.
  4. Illustrative bag conversion: 0.735 m³ = 735 L; ceil(735 L ÷ 20 L/bag) = 37 bags.

The result is 0.735 m³ ordered CMU fill / 37 bags only for the stated matched table, separate-cavity scope, 5% allowance, and illustrative 20 L/bag yield. For partial fill, replace the all-block table with an applicable partial-fill table or calculate the explicitly filled cores × measured litres per core. Confirm whether the source already includes bond beams or reinforcement displacement before adding anything else.

Field checklist before estimating

Brick face and selectively grouted CMU are measured as different material systemsThe left side shows one brick, its actual dimensions, and horizontal and vertical bedding joints. The right side shows a concrete masonry unit where only selected cores are filled. The brick face and the CMU core fill use separate measurement inputs and formulas.Brick face and bedding mortarCount separatelyactual brick lengthactual heightvertical jointhorizontal bedding jointmodule = (brick L + vertical joint)× (brick H + horizontal joint)CMU fill: matched or selected coresnot filledselectedcorenot filledfill = matched L/block × blocks ÷ 1,000or selected cores × measured L/core ÷ 1,000Do not use the brick-face formula to estimate CMU core grout.
Measurement schematic only. The left detail uses actual brick dimensions plus joint thickness; the right detail shows that a hollow CMU is not automatically a fully grouted unit.

Sources, scope, and limitations

S02: QUIKRETE official quantity calculators and linked technical datasheets provide product-specific yield and whole-bag ordering context. Their recorded applicability is limited to the relevant product information; use the matched technical data for the mortar product you are ordering.

S07: CMHA, Estimating Concrete Masonry Materials supports masonry-unit, mortar, and grout-estimating context. S08: CMHA, Grouting Concrete Masonry Walls supports the distinction between full and partial grouting and aligned cores. Neither source supplies a universal litres-per-block value for every unit; obtain the applicable fill table or direct measurement for the selected unit and configuration.

This guide does not design a wall, select a mortar type, establish reinforcement, prove structural adequacy, approve grouting locations, account for all placement loss, or replace project documents, code, or supplier instructions. Confirm the scope and the final order with the responsible project team and supplier.