Cement Calculator — 8 Structure Types
Choose your structure, enter dimensions, select mix grade — get instant material quantities with step-by-step working
Floor / Driveway
Foundation
Rectangular or Round
Concrete or brick
Post / tank base
Staircase
Brickwork / Plastering
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What Is Concrete? A Complete Construction Guide
From raw materials and mix grades to curing and compressive strength — everything you need to know
Concrete is a composite material made from cement, sand (fine aggregate), coarse aggregate (crushed stone or gravel), and water. When mixed and allowed to cure, the chemical reaction between cement and water — called hydration — causes the mixture to harden into a rock-like material with high compressive strength.
Approximately 10 billion tonnes of concrete are produced globally every year — more than any other manufactured material. Its combination of high compressive strength, workability, durability, and low cost makes it the foundation (literally) of virtually all civil infrastructure: roads, bridges, dams, buildings, tunnels, and ports.
The key distinction: cement is the binder — the grey powder (Portland cement) that reacts with water to create the paste that glues everything together. Concrete is the finished product containing cement along with aggregate and water. You do not pour cement — you pour concrete.
Cement (Binder)
Ordinary Portland Cement (OPC 43/53 grade) is the most common. It constitutes 10–15% of concrete by volume but accounts for most of the cost and carbon footprint. 1 tonne of cement emits ~0.9 tonnes of CO₂.
Sand (Fine Aggregate)
River sand or crushed stone fines passing a 4.75mm sieve. Fills the voids between coarse aggregate particles. Zone II sand (medium grading) is preferred for most concrete work. Never use sea sand — salt causes rebar corrosion.
Coarse Aggregate
Crushed granite, gravel or trap rock, typically 10mm–20mm nominal size. Forms the bulk of concrete volume (60–75% of total). Aggregate angularity and surface texture significantly affect concrete workability and bond strength.
Water
The water-cement (w/c) ratio is the single most important factor controlling concrete strength. Lower w/c = stronger concrete but less workable. Typical w/c ratios: 0.45–0.55 for structural concrete. Use potable water only.
Admixtures
Chemical additions that modify concrete behaviour: plasticisers (improve workability without extra water), retarders (slow setting for hot weather), accelerators (speed up curing), and air-entraining agents (frost resistance).
Supplementary Cementitious Materials
Fly ash (Class F/C), GGBS (ground granulated blast-furnace slag), and silica fume can replace 10–50% of cement, reducing cost and CO₂ while improving long-term strength and durability.
Concrete Mix Grade Reference — M10 to M30
Nominal mix ratios, cement content per m³, typical uses, and compressive strengths
| Grade | Ratio (C:S:A) | Cement bags/m³ | 28-day Strength | Water-Cement Ratio | Typical Uses |
|---|---|---|---|---|---|
| M5 | 1:5:10 | ~4 bags | 5 MPa | 0.60 | PCC levelling course, non-structural fill |
| M10 | 1:3:6 | ~5.5 bags | 10 MPa | 0.60 | Lean concrete, blinding layer under footings |
| M15 | 1:2:4 | ~6.5 bags | 15 MPa | 0.60 | Plain concrete work, pathways, mass concrete |
| M20 ★ | 1:1.5:3 | ~8 bags | 20 MPa | 0.55 | RCC slabs, beams, columns — most common structural grade |
| M25 | 1:1:2 | ~9.5 bags | 25 MPa | 0.50 | Heavily loaded beams, columns, bridge decks |
| M30 | 1:0.75:1.5 | ~11 bags | 30 MPa | 0.45 | Pre-stressed concrete, high-rise buildings |
| M35–M50 | Design mix | 12–16+ bags | 35–50 MPa | 0.35–0.42 | Bridges, offshore structures, industrial floors |
For M20 (1:1.5:3), the dry volume of ingredients needed is approximately 1.54 × wet volume (to account for voids filling during compaction). So for 1 m³ of concrete: Dry volume = 1.54 m³. Total ratio parts = 1+1.5+3 = 5.5.
Cement = (1/5.5) × 1.54 = 0.280 m³ = 0.280 × 1440 kg/m³ ≈ 403 kg ≈ 8.06 bags (50 kg each). Sand = (1.5/5.5) × 1.54 = 0.42 m³. Aggregate = (3/5.5) × 1.54 = 0.84 m³. Water = w/c × 403 = 0.55 × 403 ≈ 222 litres.
Concrete Curing, Placing & Best Practices
How to get maximum strength and durability from your concrete pour
Curing is the single most critical activity after placing concrete. It involves maintaining adequate moisture and temperature to allow the hydration reaction to continue. Concrete left to dry out prematurely can lose up to 50% of its potential strength. The minimum curing period is 7 days for OPC concrete in normal conditions, and 14 days in hot weather above 35°C.
Curing methods include: water ponding (most effective for flat surfaces), wet hessian / gunny bags kept moist, plastic sheet curing (traps moisture), curing compounds (sprayed-on chemical sealants), and steam curing (for precast elements requiring rapid strength gain).
Day 1: ~16% | Day 3: ~40% | Day 7: ~65% | Day 14: ~90% | Day 28: 100% | Day 90: ~115% | 1 Year: ~125%
Hot Weather Concreting
Above 35°C, water evaporates rapidly. Use chilled water, shade aggregate stockpiles, pour at night/early morning, use retarding admixtures, and increase curing frequency. Maximum permissible concrete temperature at time of placing is 38°C.
Cold Weather Concreting
Below 5°C, hydration nearly stops. Use warm water (up to 65°C), heated aggregates, and insulate formwork. Never use frozen aggregates. Add accelerating admixtures and protect with insulating blankets until concrete reaches 5 MPa.
Compaction (Vibration)
Inadequate compaction is a leading cause of weak concrete. Use a poker/internal vibrator every 500mm. Over-vibration causes segregation. Vibrate until large air bubbles stop rising and a thin layer of mortar appears at the surface.
Formwork
Formwork must be strong enough to support the weight of fresh concrete (approximately 2400 kg/m³). Slabs: remove bottom shuttering after 14 days (keep props). Columns and walls: remove after 12–24 hours. Beams: 21–28 days minimum.
Frequently Asked Questions — Cement & Concrete
Answers to the most common questions from homeowners, builders, and civil engineers