TryBuildCalc

Concrete Footing Calculator (Isolated, Strip & Circular — Volume, Cement, Sand & Aggregate)

Calculate footing concrete volume and materials.

Inputs

ℹ️Isolated/Pad supports a single column. Strip/Continuous runs under a wall or a closely spaced row of columns — same formula as Isolated, just usually a much longer run. Circular/Pier is a round base, common under a single steel column or post.

ℹ️The plan length of a single footing.

Cost

Enable Cost Estimation?

Concrete Volume: 0.675/ 23.8 cft

Total Wet Volume: 0.675 m³ / 23.8 cft

Dry Volume: 1.039 m³ / 36.7 cft

Sand: 0.283 m³ / 10.0 cft

Aggregate: 0.567 m³ / 20.0 cft

Cement Required (Including 5% Wastage): 6 bags

Extra (Wastage): 0.27 bags

Approximate results for planning only. Verify with a professional.

Isolated Footing VisualizationL = 1.5 mW = 1.5 mT = 300 mmDiagram simplified for clarity (not to scale)

What is a Concrete Footing Calculator?

A concrete footing calculator estimates the volume of concrete and the quantity of materials — cement, sand, and aggregate — required for RCC footings. Footings are the base of a structure that transfer loads from columns or walls to the soil, so getting the concrete order right the first time matters: footings are difficult and expensive to reorder mid-pour.

This calculator covers all three common footing shapes: Isolated/Pad (a single rectangular slab under one column), Strip/Continuous (a long rectangular run under a wall or row of closely spaced columns), and Circular/Pier (a round base, common under a single steel column or post).

Using this calculator helps you:

  • Estimate concrete volume for any of the three common footing shapes
  • Calculate cement, sand, and aggregate quantities
  • Plan materials for multiple footings or a long strip run
  • Reduce wastage and cost overruns
  • Improve construction planning accuracy

This calculator estimates concrete materials only — see the Footing Steel Calculator for reinforcement, and Limitations below for what this doesn't cover.

How does the concrete footing calculator work?

Wet volume depends on the footing shape — Isolated and Strip share the same rectangular formula, while Circular uses the circle area instead. Every shape then follows the same dry-volume, mix-ratio, and wastage steps.

Step 1 — Isolated / Strip (Rectangular)

Wet Volume = Length × Width × Thickness × Count

A Strip footing uses the exact same formula — its "Length" is just a wall run instead of a small pad.

Step 2 — Circular / Pier

Wet Volume = π × (Diameter / 2)² × Thickness × Count

Enter the diameter, not the radius — the formula already halves it.

Step 3 — Convert to Dry Volume

Dry Volume = Wet Volume × 1.54

The 1.54 factor accounts for voids in aggregates, sand bulking, and material loss during mixing.

Step 4 — Split by Mix Ratio

Cement = (Cement Ratio ÷ Total Ratio) × Dry Volume — same for Sand and Aggregate

Step 5 — Convert Cement Volume to Bags

Cement Bags = Cement Volume ÷ 0.0347

Step 6 — Add Wastage

Final Cement Bags = Calculated Bags × (1 + Wastage %)

Step 7 — Cost (Optional)

Total Cost = (Cement Bags × Price/Bag) + (Sand Volume × Price/Volume) + (Aggregate Volume × Price/Volume)

All three quantities are priced at their wastage-adjusted amount — the quantity you'd actually order, not the theoretical minimum before wastage. Sand and aggregate prices can be entered per m³ or per cft — whichever unit you enter is converted to match the volume automatically.

Worked Example

This example uses the active inputs above and follows the same steps as the Formula section.

Input Values Used

InputValue
Footing TypeIsolated / Pad Footing
Length1.5 m (1.5 m)
Width1.5 m (1.5 m)
Thickness300 mm (0.3 m)
Count1
Concrete MixM20 (1:1.5:3)
Wastage5%

Step 1 — Wet Volume

CalculationSubstitutionResult
L × W × T × Count1.5 × 1.5 × 0.3 × 10.675 m³ / 23.8 cft

Step 2 — Dry Volume

CalculationSubstitutionResult
Dry Volume = Wet Volume × 1.540.675 × 1.541.039 m³ / 36.7 cft

Step 3 — Materials & Cement Bags

MaterialShare of Mix (1:1.5:3)Result
Sand1.5 / 5.50.283 m³ / 10.0 cft
Aggregate3 / 5.50.567 m³ / 20.0 cft
Cement Bags (with 5% wastage)1 / 5.56 bags

Therefore, this isolated / pad footing needs approximately 0.675 m³ / 23.8 cft of concrete, requiring 6 cement bags, 0.283 m³ / 10.0 cft sand, and 0.567 m³ / 20.0 cft aggregate (including 5% wastage on cement).

Cross-check against the Footing Type & Mix Reference table below.

Essential Checklist+

Complete these critical checks before approving the work or proceeding to the next construction stage.

33 Inspection Points
6 Verification Categories
Soil Assessment & Excavation+
  • Founding level confirmed by geotechnical report or structural engineer's instruction
  • Safe bearing capacity (SBC) of soil confirmed — matches design assumption
  • Excavation pit dimensions confirmed — larger than footing to allow formwork space
  • Founding level clean — loose soil, disturbed material, and water removed
  • Soil at founding level undisturbed — no over-excavation
  • Water table level checked — dewatering in place if water level is above founding level
  • Founding level probed for soft spots — any weak zones reported to structural engineer
PCC (Blinding Layer)+
  • PCC blinding layer provided — minimum 75mm thick on founding level
Volume & Material Estimation+
  • Footing volume calculated correctly — length × width × depth for rectangular footings
  • Footing type/shape selected matches the structural drawing — Isolated, Strip, or Circular
  • For circular footings, diameter entered correctly — not mistaken for radius
  • Dry volume factor of 1.54 applied to wet volume for material calculation
  • Concrete grade confirmed — M20 minimum for RCC footings in moderate exposure
  • Wastage of 3–5% added to footing concrete volume before ordering
Reinforcement+
  • Footing bar size and spacing confirmed from structural drawing
  • Bottom cover confirmed — minimum 50mm for footings in contact with ground
  • Column starter bars positioned exactly on column grid — plumb and at correct projection length
  • Starter bar template used and confirmed against structural drawing before concrete pour
  • Top reinforcement provided if specified — required for large footings or eccentric loads
  • Bottom bars extend to within 50mm of footing edges — not cut short at column face
  • Reinforcement mat stable and level on cover blocks — not resting on excavation sides
Concrete Placement & Compaction+
  • Formwork confirmed in place before pour — plumb, level, and adequately braced
  • Dewatering pump running continuously throughout pour if water table is high
  • Vibrator used at 400–500mm centres — compact every layer of footing concrete
  • Footing top surface finished to correct level — confirmed with level instrument
  • No water added to concrete at placement point — workability from admixture only
  • Entire footing poured in one continuous session — no cold joints
Curing & Backfilling+
  • Exposed footing surfaces cured for minimum 7 days — top surface and sides
  • Footing formwork stripped after minimum 24 hours — sides inspected before backfilling
  • Starter bar positions and plumb re-checked after striking formwork
  • Backfill material is approved — granular fill or specified material, free from organic matter
  • Backfill compacted in 150mm layers — plate compactor or manual rammer used
  • Backfilling not started until footing concrete has achieved minimum 70% strength — typically 7 days
Full QC Checklist+

Verification checklist for RCC footing (foundation) construction — covering soil assessment, excavation, PCC, formwork, reinforcement, concrete placement, and backfilling. Use the Essential Checklist for critical checks before pouring; expand to Full QC Checklist for complete quality control from excavation through backfill.

46 Inspection Points
6 Verification Categories
Soil Assessment & Excavation+
  • Founding level confirmed by geotechnical report or structural engineer's instruction
  • Safe bearing capacity (SBC) of soil confirmed — matches design assumption
  • Excavation pit dimensions confirmed — larger than footing to allow formwork space
  • Founding level clean — loose soil, disturbed material, and water removed
  • Soil at founding level undisturbed — no over-excavation
  • Water table level checked — dewatering in place if water level is above founding level
  • Founding level probed for soft spots — any weak zones reported to structural engineer
  • Excavation assessed for impact on adjacent structures or services
  • Excavation sides stable — shoring or stepping provided where required
PCC (Blinding Layer)+
  • PCC blinding layer provided — minimum 75mm thick on founding level
  • PCC mix confirmed — M10 (1:3:6) or M15 (1:2:4) for blinding layer
  • PCC cured for minimum 24 hours before reinforcement is placed
  • PCC top surface level — confirmed as a flat, consistent base for footing
  • PCC extends minimum 75mm beyond footing plan dimensions on all sides
Volume & Material Estimation+
  • Footing volume calculated correctly — length × width × depth for rectangular footings
  • Footing type/shape selected matches the structural drawing — Isolated, Strip, or Circular
  • For circular footings, diameter entered correctly — not mistaken for radius
  • Dry volume factor of 1.54 applied to wet volume for material calculation
  • Concrete grade confirmed — M20 minimum for RCC footings in moderate exposure
  • Wastage of 3–5% added to footing concrete volume before ordering
  • Pedestal (column stub above footing) volume included if cast monolithically
Reinforcement+
  • Footing bar size and spacing confirmed from structural drawing
  • Bottom cover confirmed — minimum 50mm for footings in contact with ground
  • Column starter bars positioned exactly on column grid — plumb and at correct projection length
  • Starter bar template used and confirmed against structural drawing before concrete pour
  • Top reinforcement provided if specified — required for large footings or eccentric loads
  • Bottom bars extend to within 50mm of footing edges — not cut short at column face
  • Reinforcement mat stable and level on cover blocks — not resting on excavation sides
  • All bar intersections in bottom mat tied with binding wire
  • Starter bar development length within footing confirmed — minimum 40d for Fe500 in M20
Concrete Placement & Compaction+
  • Formwork confirmed in place before pour — plumb, level, and adequately braced
  • Dewatering pump running continuously throughout pour if water table is high
  • Vibrator used at 400–500mm centres — compact every layer of footing concrete
  • Footing top surface finished to correct level — confirmed with level instrument
  • No water added to concrete at placement point — workability from admixture only
  • Entire footing poured in one continuous session — no cold joints
  • Concrete test cubes cast from footing pour — minimum 3 cubes per footing group
  • Pour record completed — footing reference, date, volume, grade, cube numbers
Curing & Backfilling+
  • Exposed footing surfaces cured for minimum 7 days — top surface and sides
  • Footing formwork stripped after minimum 24 hours — sides inspected before backfilling
  • Starter bar positions and plumb re-checked after striking formwork
  • Backfill material is approved — granular fill or specified material, free from organic matter
  • Backfill compacted in 150mm layers — plate compactor or manual rammer used
  • Backfilling not started until footing concrete has achieved minimum 70% strength — typically 7 days
  • Waterproofing treatment applied to footing sides if specified — before backfilling
  • As-built records updated — footing positions, levels, dimensions, and cube references

Footing Type & Mix Reference

Footing TypeTypical UseVolume Formula
Isolated / PadSingle, well-spaced columnL × W × T
Strip / ContinuousLoad-bearing wall or closely spaced column rowL × W × T (long run)
Circular / PierSingle steel column or postπ × (D/2)² × T

Concrete Mix Ratios for Footings

Footings transfer structural loads to soil, so higher-grade concrete improves stability and durability in aggressive ground conditions.

  • M20 (1:1.5:3) — common for residential footings, mild-to-moderate exposure
  • M25 (1:1:2) — used for heavier loads or aggressive soil (waterlogged, chemically active, coastal)
  • M30+ — used for high-rise structures or very severe exposure

How to Use This Concrete Footing Calculator

  1. Select Footing Type — Isolated/Pad, Strip/Continuous, or Circular/Pier, matching the structural drawing.
  2. Enter Length and Width (Isolated/Strip) or Diameter (Circular).
  3. Enter the footing thickness/depth.
  4. Enter the number of identical footings (or strip runs).
  5. Select the concrete mix grade and wastage allowance.
  6. Review the concrete volume, cement bags, sand, and aggregate, and cross-check against the Verification Checklist before ordering.

Concrete Footing Tips & Best Practices

  • Always confirm the footing type against the structural drawing before ordering — an Isolated pad and a Strip run of similar cross-section produce very different total volumes.
  • For circular footings, double-check that you've entered the diameter, not the radius — this is the single most common manual-calculation error, and it changes volume by 4x.
  • Include a pedestal/column stub volume separately if it's cast monolithically with the footing — it's frequently missed in manual takeoffs.
  • Use 3-5% wastage for formed footings poured with ready-mix concrete; use 7-10% for site-mixed concrete or irregular footing shapes.
  • Order slightly more than the calculated volume for footings — reordering mid-pour means stopping dewatering and risking a cold joint.
  • Compare your result against the Concrete Footing Verification Checklist before finalizing an order.

Common Mistakes to Avoid

  • Entering radius instead of diameter for a Circular footing. The formula uses (Diameter/2) internally — entering the radius there halves it again, understating volume by 4x.
  • Treating a Strip footing's length as a small pad dimension. A strip run is usually 10-30 m, not 1-2.5 m — entering a pad-sized length under-orders concrete for the actual wall run.
  • Incorrect unit conversion between mm, cm, m, in, and ft on any dimension.
  • Ignoring the footing count — forgetting to update it after adding or removing footings from the layout.
  • Not applying the dry volume factor, understating cement/sand/aggregate quantities by roughly 35%.
  • Incorrect mix ratio selection for the soil exposure condition specified on the drawing.
  • Ignoring wastage, leaving no margin for spillage or site losses on a pour that's difficult to reorder mid-session.

Limitations of this calculator

  • Does not include reinforcement steel — use the Footing Steel Calculator separately
  • Assumes uniform footing dimensions — does not model stepped or trapezoidal (combined) footing shapes
  • Does not account for soil bearing capacity or check whether the footing size is structurally adequate
  • Does not include pedestal/column stub volume automatically — add it separately if cast monolithically
  • Actual material usage may vary on site due to formwork tolerance and spillage
  • The optional cost estimate covers cement, sand, and aggregate only, at prices you enter — it excludes excavation, formwork, reinforcement, labor, and transport, and doesn't reflect live market rates

For structural adequacy (bearing capacity, footing size, reinforcement design), always refer to a qualified structural engineer's drawings and soil investigation report.

Related Calculators

Use the PCC Calculator to estimate the blinding layer cast below this footing before reinforcement is fixed.

Use the Footing Steel Calculator to size the reinforcement mesh once the footing volume is confirmed.

The Concrete Column Calculator estimates concrete for the column loads this footing transfers to the soil.

Use the Beam Load Calculator to estimate the loads feeding into column and footing sizing.

If isolated footings would overlap or the soil bearing capacity is too low, use the Raft / Mat Foundation Calculator for one continuous foundation slab instead.

If the soil is too weak or too deep for a shallow footing to work at all, use the Pile Foundation Calculator to size deep pile shafts instead.

FAQ

Isolated/Pad is a single rectangular slab under one column — the most common residential footing. Strip/Continuous runs under a wall or a closely spaced row of columns, so its "length" is a wall run (often 10-30 m) rather than a small pad's 1-2.5 m. Circular/Pier is a round base, common under a single steel column or post. Isolated and Strip actually share the same Length x Width x Depth formula since a strip footing is mathematically just a very long rectangular footing — only Circular uses a different formula (pi x (Diameter/2)^2 x Depth).
Isolated and Strip: Volume = Length x Width x Depth x Number of footings, all in meters. Circular: Volume = pi x (Diameter/2)^2 x Depth x Number of footings. All dimensions should be converted to meters before calculating to get cubic meters directly.