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🏗️ Concrete & Materials

Concrete Mix Ratio Calculator

From the concrete volume and a nominal mix like 1:2:4 (M15) or 1:1.5:3 (M20), find the cement bags, sand, aggregate and water you need — using the standard 1.54 dry-volume factor.

Cement bags
Sand & aggregate
Water
M10–M25 presets
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Concrete mix — Quick answer

Scale the wet volume up by 1.54 for dry materials, then split that by the mix ratio parts.

dry = wet × 1.54 · cement vol = dry × 1/(c+s+a)
bags = cement vol × 1440 / 50 · water = cement kg × w/c

Worked example (1 m³, 1:2:4 M15): dry 1.54 m³ → cement 6.34 bags (0.22 m³), sand 0.44 m³, aggregate 0.88 m³, water ≈158 L.

Cement bags per m³ by mix

GradeRatioBags/m³
M101:3:6~4.4
M151:2:4~6.3
M201:1.5:3~8.1
M251:1:2~11.1

Used for: slabs, footings, columns, ordering cement/sand/aggregate.

🏗️ Concrete Mix Ratio Calculator

Enter the wet concrete volume and pick a mix (or enter a custom ratio).

Cement
Sand
Aggregate
Water

⚠️ Nominal-mix estimate (volume batching). Cement 1,440 kg/m³, 50 kg bags. For M25 and above, use a proper mix design. Add ~5% for wastage when ordering.

Standards & method

✓ Independently verified 12 July 2026
Governing standard
IS 456 · ACI 211.1
Clauses applied
IS 456 nominal mix proportions (M5–M25) · ACI 211.1 proportioning · dry-volume factor 1.54 for wet-to-dry conversion
Core formula
Dry volume = wet volume × 1.54  ·  component = dry volume × ratio part / Σ parts
Why this matters
The 1.54 bulking factor is not optional — dry materials lose ~35% volume on mixing with water. Omit it and you under-order by a third. Nominal mixes are permitted only up to M25; above that, design mixes are required.
Independently verified
12 July 2026 — Re-derived from the governing standard and checked numerically against worked reference cases from the standard itself — not merely tested for “returns a number”.

Results are for guidance. Verify against the current edition of the governing standard and have a licensed engineer review before construction or installation.

Concrete is batched by a simple ratio of cement to sand to aggregate — 1:2:4 means one part cement, two sand, four stone. But there is a catch: when you mix dry materials with water, the fine grains slot into the gaps between the coarse ones, so the finished wet volume is smaller than the loose dry stuff you bought. To bridge that, the wet volume is scaled up by about 1.54 to a dry volume, which is then split by the ratio to give the cement bags, sand and aggregate you actually order.

Reviewed: June 19, 2026 · Author: Naveen P N, Founder — AI Calculator · Verified against: nominal-mix volume-batching practice (IS 456 grades).

The mix-ratio equations

Dry volume & cement
dry = wet × 1.54 · cement vol = dry × 1/(c+s+a)
Cement bags & aggregates
bags = cement vol × 1440 / 50 · sand = dry × s/Σ · aggregate = dry × a/Σ
Water
water (L) = cement weight (kg) × water-cement ratio

Σ is the sum of the ratio parts (7 for 1:2:4). Cement weight comes from its bulk density of 1,440 kg/m³, and a standard bag is 50 kg, so dividing gives the bag count. Sand and aggregate stay as volumes (m³) since they are usually batched by the box or sold by the cubic metre. The richer the cement fraction, the more bags per cubic metre and the higher the strength grade.

Worked example — 1 m³ of M15 concrete

Scenario: One cubic metre of 1:2:4 (M15) concrete at a 0.5 water-cement ratio.

Dry & cement
dry = 1 × 1.54 = 1.54 m³ · cement = 1.54/7 = 0.22 m³ → 0.22×1440 = 317 kg = 6.34 bags
Sand, aggregate & water
sand = 0.22×2 = 0.44 m³ · aggregate = 0.22×4 = 0.88 m³ · water = 317×0.5 ≈ 158 L

So one cubic metre of M15 needs about 6.3 bags of cement, 0.44 m³ of sand, 0.88 m³ of coarse aggregate and roughly 158 litres of water. Switch to the richer 1:1.5:3 (M20) and the cement jumps to ~8 bags for the same volume, while the aggregate falls slightly — more cement, more strength. Always add about 5% to the order for spillage and wastage.

Frequently Asked Questions

How do you calculate cement, sand and aggregate?

dry = wet × 1.54, then split by the ratio. 1 m³ of 1:2:4 → cement 0.22 m³ (6.34 bags), sand 0.44, aggregate 0.88 m³.

Why multiply by 1.54?

Mixing fills voids, so wet volume < loose dry materials. 1.54 scales wet back to the dry quantity to buy.

How many cement bags in 1 m³?

~6.3 bags for 1:2:4 (M15), ~8 for 1:1.5:3 (M20), ~11 for 1:1:2 (M25). Richer mix = more bags.

M15 vs M20 vs M25?

28-day strength in MPa: M15 (1:2:4) non-structural, M20 (1:1.5:3) slabs/footings, M25 (1:1:2) columns.

How much water?

Water = cement kg × w/c (0.45–0.55). At 0.5, ~317 kg cement needs ~158 L.

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