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Blockwork

Solid / hollow blocks, cement and sand for walls

Blocks Required

0

nos

Block type
4" (100 mm)
Net wall area
0 m² (1 wall)
Wall volume
0 m³
Cement
0 bags
Sand
0 m³
With 5% breakage
0 blocks

How we got this

  1. 1

    Net wall area

    A = (Length × Height − Openings) × No. of such walls

    = (0 × 0 − 0) × 1

    = 0 m²

    Two faces of the same length? Enter the wall once and set the count to 2 — the block count, mortar, cement and sand all scale with it.

  2. 2

    Block count

    Blocks = A × 12.5 per m²

    = 0 × 12.5

    = 0 nos of 4" (100 mm) blocks

    12.5 comes from 1 m² ÷ (0.40 × 0.20 m block face).

  3. 3

    Wall volume

    V = A × Thickness

    = 0 × 0

    = 0 m³

  4. 4

    Mortar volume

    Mortar = 10% of wall volume

    = 0 × 0.10

    = 0 m³ wet (0 m³ dry)

    Blockwork needs far less mortar than brickwork — only ~10%.

  5. 5

    Cement in the mortar (1:6)

    Cement = Mortar × 1/7 ÷ 0.035 m³ per bag

    = 0 × 1/7 = 0 ÷ 0.035

    = 0 bags

  6. 6

    Sand in the mortar

    Sand = Mortar × 6/7

    = 0 × 6/7

    = 0 m³

  7. 7

    Breakage allowance

    Order = Blocks × 1.05

    = 0 × 1.05

    = 0 blocks

The theory behind it

Method used: Unit-area method — blocks per m² with IS 2185 block sizes and IS 2572 mortar practice

Block walls are measured by face area: one standard 400 × 200 mm block face covers 0.08 m², so 12.5 blocks make 1 m². The block length (400 mm) is fixed; the thickness you choose sets the block type — 100 mm (4"), 150 mm (6") or 200 mm (8"). Mortar joints in blockwork are fewer than brickwork, so mortar is only about 10% of the wall volume, split 1:6 into cement and sand with the 1.33 dry factor.

Assumptions used

  • •Block face 400 × 200 mm → 12.5 blocks per m² of wall.
  • •Thickness sets the block: 0.10 m = 4", 0.15 m = 6", 0.20 m = 8".
  • •Mortar = 10% of wall volume (10 mm joints, fewer courses than brick).
  • •Mortar mix 1 : 6, dry-volume factor 1.33.
  • •Cement bag = 50 kg = 0.035 m³.
  • •No deduction for openings — deduct doors and windows separately.

Codes & references

  • IS 2185 (Part 1):2005 — Concrete masonry units
  • IS 2572:2005 — Code of practice for block masonry
  • HPR QS Master Guide, Part 2 — Masonry
History

Estimates for guidance only. Confirm quantities with your site engineer.

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