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Real Estate & Civil

Concrete Mix & Volume Estimator

Enter your slab or footing dimensions and concrete grade to get cement bags, sand, and aggregate quantities.

Formula reviewed against standard concrete mix design volume formulas · Last checked Aug 2026 · methodology
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Formula

How material quantities are derived

Dry volume = L × W × T × 1.54
Material = Dry volume × (ratio part ÷ sum of ratio)
L, W, TLength, width, and thickness of the pour, converted to meters
1.54Standard dry-volume (bulking) factor for loose ingredients
RatioCement : sand : aggregate for the selected grade, e.g. 1 : 1.5 : 3
Cement bagsCement weight (kg) ÷ 50kg per standard bag
Worked example

A 10m × 10m slab, 150mm thick, M20

With 5% wastage, the wet volume is 10 × 10 × 0.15 × 1.05 ≈ 15.75 m³. Multiplying by the 1.54 bulking factor gives a dry volume of about 24.26 m³. Splitting that across the M20 ratio (1 : 1.5 : 3, five and a half parts total) works out to roughly 127 bags of cement, 10,580 kg of sand, and 19,180 kg of aggregate.

MaterialQuantity
Cement≈ 127 bags
Sand≈ 10,580 kg
Aggregate≈ 19,180 kg
Comparison

Choosing a concrete grade

The grade sets the cement-to-aggregate ratio, which sets both strength and cost. Richer mixes (more cement relative to aggregate) cost more per cubic meter but carry more load — matching the grade to the actual job avoids over- or under-specifying.

GradeRatio (C:S:A)Typical use
M101 : 3 : 6Plain concrete — leveling course, blinding layer
M151 : 2 : 4Light footings, non-structural work
M201 : 1.5 : 3RCC slabs, beams — most residential work
M251 : 1 : 2Heavier structural elements, higher-load columns
FAQ

Common questions

Wet (compacted) volume is how much finished concrete you end up with. But loose dry ingredients — cement powder, sand, and aggregate — contain air gaps between particles that disappear once mixed and compacted. A dry volume factor of 1.54 (a 54% increase) is the standard rule-of-thumb correction used across nominal-mix estimating.

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