MATERIALS
What Is M20 Concrete and Which Grade Do Houses Use?
What is grade of concrete?
M20 is a concrete grade in which "M" stands for mix and 20 is the specified compressive strength: 20 N/mm2 (20 MPa), measured on a 150 mm cube after 28 days. IS 456:2000 sets M20 as the minimum grade for reinforced concrete in mild exposure. Houses often need higher grades for some parts, so your structural engineer decides.
You do not need to design concrete to own a house. You do need to understand one line on your structural drawing, because it tells you how strong the frame is meant to be. This guide decodes it, using the Indian standard, IS 456:2000, as the reference.
What is the grade of concrete?
The grade of concrete is its specified strength class, written as the letter M followed by a number. The number is the characteristic compressive strength in N/mm2 of a 150 mm cube at 28 days. IS 456 defines characteristic strength as the value below which not more than 5 percent of test results are expected to fall.
So M25 is stronger than M20, and M20 is stronger than M15. One N/mm2 is one MPa, and 20 MPa is roughly 204 kgf/cm2 in older units.
Which grades does IS 456 list?
Table 2 of IS 456:2000 sorts grades into groups. Here are the ones you are likely to meet:
| Group | Grades | Specified strength (N/mm2) |
|---|---|---|
| Ordinary concrete | M10, M15 | 10, 15 |
| Standard concrete | M20, M25, M30, M35, M40 and up to M55 | 20, 25, 30, 35, 40 and up to 55 |
| High strength concrete | M60 and above | 60 and above |
M20 is the first rung of "standard" concrete. Most house frames fall in this band.
Which grade does a house use?
There is no single answer, because the code sets a minimum by exposure condition, not by building type. Table 5 of IS 456 gives these minimum grades for reinforced concrete:
| Exposure | What it means (summary of Table 3) | Minimum grade, reinforced concrete |
|---|---|---|
| Mild | Surfaces protected against weather or aggressive conditions, except in coastal areas | M20 |
| Moderate | Sheltered from severe rain, exposed to condensation, in contact with or buried under non-aggressive soil or ground water | M25 |
| Severe | Exposed to severe rain, alternate wetting and drying | M30 |
Read that table carefully. A column inside a dry living room may be "mild" and fall under M20. A foundation buried in soil may fall under "moderate", which asks for M25 as a minimum. A balcony slab open to rain may be classed differently again. Your structural engineer assigns the exposure class and the grade for each member.
There is also a clause that allows lower grades than the table for plain concrete, lean concrete, simple foundations, foundations for masonry walls and temporary reinforced concrete work (clause 6.1.3). That is an exception for the engineer to use, not a shortcut for owners to ask for.
Rules change; confirm the grade for your house with a structural engineer.
What does the Buildryt package say about concrete grade?
On Buildryt's packages page (read Nov 2026), every package lists RCC work per IS codes with concrete mix design per IS 456. Classic, Premier and Signature list M20 for slabs and M25 for columns; Opulent, Imperia and Elite list M25 throughout. The page does not give a grade for footings or beams, so ask for it in writing. See the packages page for the current list.
M20 versus M25: what is the difference?
M25 is specified for 25 N/mm2, M20 for 20 N/mm2, so M25 is meant to be stronger. It generally needs a richer or better-controlled mix. The exact cement content comes from the mix design, not from the grade alone. For reinforced concrete, IS 456 Table 5 sets a minimum cement content of 300 kg per cubic metre in both mild and moderate exposure, but a mix design can need more.
How is M20 actually made on site?
IS 456 describes two routes (clause 9.1.1):
- Design mix. A mix designed and tested for the materials in use. The code says this is preferred.
- Nominal mix. Fixed proportions from a table. For M20 or lower, the code allows nominal mixes with the permission of the engineer-in-charge, though this is likely to need more cement.
For M20, Table 9 specifies a nominal mix by mass: no more than 250 kg of total dry aggregate for each 50 kg bag of cement, with no more than 30 litres of water. The fine to coarse aggregate split is generally 1:2, adjusted within limits for the sand grading and aggregate size. If you have seen M20 written as a volume ratio online, note that IS 456's table is by mass, and follow what your engineer specifies.
How do I know the concrete on my site is really M20 or M25?
By testing. IS 456 section 15 covers sampling and strength tests: cubes are cast from the concrete being placed and crushed, normally at 28 days, with the result taken as the average of three specimens. Ask your builder to share the cube test reports for each pour, and ask the engineer to explain any result that falls short. The grade on the drawing is a promise; the cube test is the evidence.
How do I read the note on my structural drawing?
Drawings use short notes. A line such as "RCC M25, Fe 500D" means reinforced concrete of grade M25 and steel bars of grade Fe 500D, a grade listed in IS 1786:2008. If a note is missing or unclear, ask the engineer to mark the grade against each element, such as footing, column, beam and slab, and keep a copy for your records.
Common mistakes owners make
- Asking for "the strongest concrete" without knowing the exposure class. More cement is not always better, and the engineer chooses for a reason.
- Assuming the grade is the same everywhere. Footings, columns, slabs and open balconies can differ.
- Adding water on site to make pouring easier. Extra water weakens the mix, and IS 456 asks for the water-cement ratio to be kept at its correct value (clause 10.2.5).
- Skipping cube tests to save a small amount.
What to ask your builder
- What grade is each element: footings, columns, beams and slabs?
- Is it design mix or nominal mix?
- Who casts and tests the cubes, and when do I get the reports?
- Who is the structural engineer, and can I see the drawing that states the grade?
- What happens if a cube test fails?
Next step: compare the specifications behind each package on the packages page, then get a figure for your plot in the cost estimator. For cement choices, read the cement types guide; for city-wide costs, see the Bangalore cost page.
Sources: BIS, IS 456:2000 Plain and Reinforced Concrete, Table 2 (grades), Table 3 (exposure), Table 5 (minimum grade and cement content), Table 9 (nominal mix), clauses 6.1.1, 6.1.3, 9.1.1, 10.2.5, section 15; buildryt.com/packages (read Nov 2026). This article is general information, not structural advice. Standards are revised; confirm with a structural engineer.
Frequently asked questions
What is the grade of concrete?
The grade is the concrete's specified strength class, written as M and a number. The number is the characteristic compressive strength in N/mm2 of a 150 mm cube at 28 days, per IS 456:2000. So M20 means 20 N/mm2. Your structural engineer picks the grade for each part of the house.
What does M20 grade concrete mean?
M20 means mix of 20 N/mm2 specified strength, which is 20 MPa, tested on a 150 mm cube after 28 days. IS 456 treats it as the minimum grade for reinforced concrete in mild exposure. It does not say how much cement is used, because that comes from the mix design.
Is M20 enough for a house?
It can be, for parts of a house in mild exposure. IS 456 Table 5 lists M25 as the minimum for reinforced concrete in moderate exposure, which includes concrete in contact with non-aggressive soil or ground water. The grade for each element is a structural engineer's decision, so confirm it on your drawings.
Is M25 better than M20 for a house?
M25 is specified for higher strength, 25 N/mm2 against 20. Whether you need it depends on the exposure class and the structural design, not on preference. Ask your engineer why each element has its grade, and ask to see the drawing that states it. Do not choose a grade by cost alone.
How do I check the concrete grade on my site?
Ask for cube test reports. IS 456 section 15 covers sampling cubes from the concrete being placed and testing them, normally at 28 days. Request the reports for each pour from your builder and have your engineer explain any result below the specified strength before work continues.
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