Cement Bags in 1 m³ of Concrete: M15, M20, M25 (With Calculation + Calculator)

How many cement bags are in 1 cubic metre of M15, M20 and M25 concrete, with the dry volume method step by step, sand, aggregate and water quantities, IS 456 limits and a free calculator.

How many cement bags do you need for 1 cubic metre of M15, M20 or M25 concrete? This guide shows the standard dry volume method step by step, gives a ready table for every nominal mix from M5 to M25, adds sand, aggregate and water quantities, and includes a free calculator for any volume.

Cement bags per cubic metre: quick answer
Using the dry volume method (factor 1.54) and 50 kg bags, 1 m³ of M20 (1:1.5:3) needs about 8 bags of cement, 0.42 m³ of sand and 0.84 m³ of 20 mm aggregate.
M10 (1:3:6)4.4 bags (222 kg)
M15 (1:2:4)6.3 bags (317 kg)
M20 (1:1.5:3)8.1 bags (403 kg)
M25 (1:1:2)11.1 bags (554 kg) nominal; about 7–8 bags with a design mix
IS 456 allows nominal mixes only up to M20. M25 and above should be a design mix, which normally uses far less cement than 1:1:2.

Cement, sand and aggregate for 1 m³ of concrete (all grades)

GradeNominal mixCement (kg)Cement (bags)Sand (m³)Aggregate (m³)
M51:5:101392.80.480.96
M7.51:4:81713.40.470.95
M101:3:62224.40.460.92
M151:2:43176.30.440.88
M201:1.5:34038.10.420.84
M251:1:255411.10.390.77
Dry volume factor 1.54, cement bulk density 1,440 kg/m³, 50 kg bags. 1 m³ = 35.31 cft.

Step-by-step calculation for M20

Wet concrete has fewer voids than the loose dry materials that go into it, so the dry volume is larger than the finished volume. The usual site factor is 1.54 (some textbooks use 1.52 to 1.57).

  1. Dry volume = 1 m³ × 1.54 = 1.54 m³
  2. Sum of ratio for 1:1.5:3 = 1 + 1.5 + 3 = 5.5
  3. Cement volume = 1.54 × 1 ÷ 5.5 = 0.28 m³
  4. Cement weight = 0.28 × 1,440 = 403.2 kg → 403.2 ÷ 50 = 8.06 bags
  5. Sand = 1.54 × 1.5 ÷ 5.5 = 0.42 m³ (14.8 cft)
  6. Aggregate = 1.54 × 3 ÷ 5.5 = 0.84 m³ (29.7 cft)
  7. Water at a water-cement ratio of 0.50 = 403 × 0.50 ≈ 202 litres

One 50 kg bag of cement has a loose volume of about 0.0347 m³ (1.23 cft), which is why site gauge boxes are often made 35 litres. Keep the water-cement ratio in check with our water-cement ratio guide.

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Free cement, sand & aggregate calculator

Concrete Material Calculator (nominal mix)
Dry volume factor 1.54, cement 1,440 kg/m³. Add 2–5% for site wastage. For a slab 4 m × 3 m × 125 mm, enter 4, 3 and 0.125.

Why M25 should not be made as 1:1:2

IS 456:2000 (cl. 9.1.1 and Table 9) allows nominal mixes only for M20 and lower grades. For M25 and above, a design mix to IS 10262:2019 is required. A design mix uses graded aggregates, the correct water content and usually a plasticiser, so an M25 mix commonly needs only about 340–400 kg of cement per m³ (about 7–8 bags), not the 554 kg that a 1:1:2 ratio gives. Too much cement increases cost, heat and shrinkage cracking. Try our free concrete mix design calculator.

IS 456 cement content limits

Exposure (RCC)Minimum cement (kg/m³)Maximum w/c ratioMinimum grade
Mild3000.55M20
Moderate3000.50M25
Severe3200.45M30
Very severe3400.45M35
Extreme3600.40M40
IS 456:2000 Table 5 (for 20 mm aggregate). Cement content should not exceed 450 kg/m³ (cl. 8.2.4.2).

Quick site examples

WorkVolumeM20 cement
Slab 4 × 3 m, 125 mm thick1.5 m³12.1 bags
Column 300 × 300 mm, 3 m high0.27 m³2.2 bags
Beam 230 × 380 mm, 4 m long0.35 m³2.8 bags
Footing 1.5 × 1.5 × 0.4 m0.90 m³7.3 bags
At 8.06 bags per m³ before wastage.

Frequently asked questions

How many bags of cement are in 1 cubic metre of M20 concrete?

About 8 bags (403 kg) for a nominal 1:1.5:3 mix using the dry volume factor of 1.54.

How many bags of cement are needed for 1 m³ of M15?

About 6.3 bags (317 kg) for a 1:2:4 mix.

Why is 1.54 used in concrete calculation?

Dry cement, sand and aggregate contain air voids and bulk up. When water is added they compact, so about 1.54 m³ of dry materials make 1 m³ of wet concrete.

How many cubic feet are in 1 bag of cement?

About 1.23 cft (0.0347 m³) for a 50 kg bag at a bulk density of 1,440 kg/m³.

Related guides

References: IS 456:2000 (cl. 8.2.4, 9.1.1, Tables 5 and 9) and IS 10262:2019.

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TheCivilStudies Team

TheCivilStudies is an independent civil-engineering learning site from India. Our guides explain IS-code provisions, formulas, worked examples and site practice for students and working site engineers. Calculations are checked against the relevant Indian Standard, and articles are updated when codes or practice change. Spotted an error? Tell us in the comments and we will fix it.

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