Mar 1, 2026

Plaster Works Materials Quantity Measurement

Plaster Works Materials Quantity


Materials Quantity Measurement for Plaster Works

Below is a concise, practical guide with formulas, standard assumptions, material‑per‑volume rates, a worked example, and a ready BOQ table you can apply directly on site.

Key Steps and Formulas

  • Measure area: total surface area to be plastered minus openings.
  • Choose thickness: typical values — 12 mm for internal walls, 15 mm for external walls.
  • Compute wet volume using:

Wet Volume=A×t

where A is area in m² and t is thickness in metres (e.g., 12 mm = 0.012 m).

  • Convert to dry volume (allowing for bulking, voids, and wastage):

Dry Volume=Wet Volume×1.33

(Use factor 1.30–1.35 depending on sand moisture and site practice).


Typical Material Quantities per 1 m³ Dry Plaster Volume

Mix Ratio

Cement (bags 50 kg)

Cement (kg)

Sand (m³)

1:4

8.5

425

0.80

1:5

7.0

350

0.90

1:6

6.0

300

1.00

Values are standard practical estimates used by calculators and civil‑engineering references. Adjust for local material specific gravity and site wastage.


Worked Example

Given: A=100 m2, t=12 mm=0.012 m, mix 1:4.

  • Wet volume:

Wet Volume=100×0.012=1.2 m3

  • Dry volume (factor 1.33):

Dry Volume=1.2×1.33=1.596 m3≈1.60 m3

  • Cement (bags):

Cement bags=1.60×8.5=13.6 bags≈14 bags

  • Sand:

Sand=1.60×0.80=1.28 m3

These steps follow standard plaster calculators and field practice.


Ready BOQ Template (per 1 m² at 12 mm and for the Example 100 m²)

Item

Unit

Qty per 1 m² (12 mm)

Qty for 100 m²

Wet plaster volume

0.012

1.20

Dry plaster volume (×1.33)

0.016

1.60

Cement (1:4)

bags 50 kg

0.136

13.6 ≈ 14

Sand (1:4)

0.008

1.28

(Quantities rounded for procurement; keep 5–10% extra for site wastage.)


Practical Notes and Assumptions

  • Thickness: use project specification; ceilings often 10 mm, external 15–20 mm.
  • Dry conversion factor: use 1.30–1.35 depending on sand moisture and grading.
  • Mix selection: 1:4 for external or high‑strength finish; 1:5–1:6 for internal non‑critical finishes.
  • Wastage: add 5–10% extra to final procurement quantities for handling losses and uneven surfaces.
  • Site verification: measure actual surface area on site and confirm sand specific gravity before final ordering.


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