🧪 Mix Design

Concrete Mix Ratio
Calculator

Work out exactly how much cement, sand, and coarse aggregate you need for any concrete pour — from a standard C25 mix to a custom site-batched design. Results in kg, bags, and cubic metres.

C10–C40 Grades Custom Ratios Metric & Imperial Bag Count Included

🧪 Calculator

Lower w/c = stronger concrete. Max 0.55 for exposed slabs.
CONCRETE GRADE
C25
Mix ratio 1:1:2 by volume
CEMENT
0 kg
0 bags
FINE AGGREGATE (SAND)
0
0 kg approx.
COARSE AGGREGATE
0
0 kg approx.
WATER
0 litres
Based on w/c = 0.50
TOTAL DRY VOLUME
0
Dry materials required (×1.54)
Dry volume is multiplied by 1.54 to account for voids between aggregate particles. Actual quantities may vary by aggregate grading, moisture content, and admixtures. These are theoretical proportions — always verify with a trial mix.

How to Use This Calculator

01
Choose Grade
Select a standard concrete grade or enter a custom cement:sand:aggregate ratio.
02
Enter Volume
Enter the volume of concrete you need in cubic metres, feet or yards.
03
Set Options
Select your cement bag size, water-cement ratio and wastage factor.
04
Read Results
Get cement bags, sand volume, aggregate volume and water instantly.

What Is a Concrete Mix Ratio?

A concrete mix ratio defines the proportion of three core ingredients — cement, fine aggregate (sand), and coarse aggregate (gravel or crushed stone) — measured by volume. A ratio of 1:2:4 means one part cement to two parts sand to four parts coarse aggregate. The ratio you choose directly determines the final compressive strength of the cured concrete, measured in N/mm² (megapascals) after 28 days.

When you multiply the wet volume of concrete by 1.54 (the dry volume factor), you account for the voids that exist between dry aggregate particles. These voids collapse when water and cement paste fill the gaps during mixing. This is why you always need more dry material than the final wet volume.

Standard Concrete Grades and Their Mix Ratios

C10 and C15 — Lean Mixes

C10 (1:3:6) and C15 (1:2:4) are lean mixes with relatively low cement content. C10 is used for blinding layers under foundations and non-structural fill. C15 is common for garden paths, steps, and light foundations where loads are minimal.

C20 — General Purpose

C20 (1:1.5:3) is the most widely used residential grade in Pakistan and across South Asia. It provides 20 N/mm² compressive strength, suitable for house floor slabs, driveways, and domestic foundations on stable ground.

C25 — Structural Concrete

C25 (1:1:2) achieves 25 N/mm² and is specified for structural elements including suspended slabs, beams, columns, and retaining walls. Most structural engineers specify C25 as the minimum grade for reinforced concrete.

C30 and Above — High Strength

C30 (1:0.75:1.5) and higher grades are used for heavily loaded structures, water-retaining structures, bridges, and precast elements. These mixes require strict quality control, precise batching, and often include admixtures.

GradeRatioStrength (N/mm²)Typical Use
C101:3:610Blinding, filling
C151:2:415Paths, steps
C201:1.5:320General slabs
C251:1:225Beams, columns
C301:0.75:1.530High-load structures

How Much Cement Per Cubic Metre?

For C25 concrete (1:1:2 ratio), the calculation for 1 m³ of wet concrete is: dry volume = 1.0 × 1.54 = 1.54 m³. Total parts = 1 + 1 + 2 = 4. Cement volume = 1.54 × (1/4) = 0.385 m³. Cement weight = 0.385 × 1440 kg/m³ = 554 kg. That equals 11 bags of 50 kg cement. This is the theoretical quantity — always add 5–10% wastage for site conditions.

Site-Batched vs Ready-Mix Concrete

Site batching is practical for small volumes under 1 m³, remote locations, or where access prevents a transit mixer. You control the mix on-site using measured boxes or wheelbarrows. However, consistency is harder to maintain.

Ready-mix concrete delivered by truck is preferable for volumes above 0.5 m³. It offers consistent quality, precise water control, and faster placement. In Pakistan, most batching plants deliver in 4–6 m³ transit mixers with a minimum order of 1 m³.

The Water-Cement Ratio Explained

The water-cement ratio (w/c) is the mass of water divided by the mass of cement. A lower w/c ratio produces stronger, denser, less permeable concrete. Typical values range from 0.40 (very strong, hard to work) to 0.60 (weaker but easier to place). For most structural work, 0.45–0.55 is standard. Adding extra water on site to improve workability is the single most common cause of weak concrete.

Common Mix Errors to Avoid

Over-watering: Adding too much water is the most frequent and damaging site error. Every 10% increase in water reduces compressive strength by approximately 15%.

Using damp sand: Sand moisture can add significant unaccounted water. Damp sand bulks by 15–25%, meaning your volumetric measurement is inaccurate unless you compensate.

Ignoring aggregate grading: Well-graded aggregate (a mix of sizes) reduces voids and produces stronger concrete. Single-size aggregate leaves excessive voids.

Incorrect mixing time: Mix for at least 2 minutes in a drum mixer after all materials are loaded. Under-mixing produces inconsistent concrete with weak spots.

Frequently Asked Questions

A concrete mix ratio defines the proportion of cement, sand (fine aggregate), and coarse aggregate by volume. For example, a 1:2:4 ratio means 1 part cement, 2 parts sand, and 4 parts coarse aggregate. The ratio directly determines the final compressive strength of the concrete after curing for 28 days.
C25 concrete uses a nominal mix ratio of 1:1:2 (cement : sand : aggregate). This produces concrete with a characteristic compressive strength of 25 N/mm² at 28 days, making it suitable for beams, columns, suspended slabs, and other structural elements.
For C25 concrete (1:1:2), you need approximately 554 kg of cement per cubic metre. The calculation uses the dry volume factor (1.54), divides by total parts (4), and multiplies by cement bulk density (1440 kg/m³). Lower-grade mixes like C20 use less cement — approximately 400 kg/m³.
C20 (1:1.5:3) achieves 20 N/mm² compressive strength and is used for general residential slabs and paths. C25 (1:1:2) achieves 25 N/mm² and is required for structural elements like beams, columns, and suspended slabs that carry significant loads. C25 uses more cement per cubic metre.
Calculate the dry volume (wet volume × 1.54), find the cement fraction (cement parts ÷ total parts), multiply by cement density (1440 kg/m³) to get weight in kg, then divide by your bag size (typically 50 kg in Pakistan). Always round up to the nearest whole bag.
A 1:2:4 mix produces C15 grade concrete with approximately 15 N/mm² compressive strength. It is commonly used for garden paths, steps, kerbs, light domestic foundations, and non-structural applications where moderate strength is sufficient.
Water quantity is determined by the water-cement ratio (w/c). For general structural concrete, use w/c between 0.45 and 0.55. Multiply the cement weight by the w/c ratio to get water in litres. For example, 554 kg cement × 0.50 = 277 litres. Never add extra water on site just for easier placement.
For a standard residential ground-floor slab, C20 (1:1.5:3) is typically sufficient. For suspended upper-floor slabs, garage floors with vehicle loads, or slabs exposed to ground moisture, C25 (1:1:2) is recommended. Always follow your structural engineer’s specification for the project.

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