TryBuildCalcRaft Foundation Shuttering CalculatorRaft foundation edge formwork estimator
Calculate concrete, two-way mesh steel, and shuttering quantity for an RCC raft (mat) foundation.
🕒 Last updated: August 12, 2026
Raft Dimensions
ℹ️Overall raft footprint length, usually the building's outer plan dimension.
ℹ️Rafts are typically 300-1000+ mm thick depending on soil bearing capacity and building load — confirm from the structural drawing.
Concrete
ℹ️Foundation cover is typically higher than a suspended slab's — commonly 50 mm or more, confirm against your applicable code and exposure class.
Bottom Mesh (resists upward soil pressure)
Top Mesh (resists hogging near columns)
Lap Splices
Shuttering
Cost
For a 10.00 m × 8.00 m raft (80.0 m² footprint) at 400 mm thick, you need approximately 33.60 m³ of concrete and 1,664.6 kg of reinforcement steel.
Concrete
Concrete volume: 33.60 m³ (1,186.6 cft)
Cement: 271.1 bags
Sand: 14.11 m³ (498.4 cft)
Aggregate: 28.22 m³ (996.7 cft)
Steel Reinforcement
Bottom Mesh — X (along Length): 54 × 12 mm
Bottom Mesh — Y (along Width): 67 × 12 mm
Top Mesh — X (along Length): 41 × 12 mm
Top Mesh — Y (along Width): 51 × 12 mm
Total steel weight: 1,664.6 kg
Edge Shuttering
Perimeter: 36.00 m
Contact area: 14.40 m² (155.0 sqft)
| Mesh Layer | Diameter | Spacing | Bar Count | Cutting Length | Total Length | Weight |
|---|---|---|---|---|---|---|
| Bottom Mesh — X (along Length) | 12 mm | 150 mm c/c | 54 | 9.900 m | 534.60 m | 475.20 kg |
| Bottom Mesh — Y (along Width) | 12 mm | 150 mm c/c | 67 | 7.900 m | 529.30 m | 470.49 kg |
| Top Mesh — X (along Length) | 12 mm | 200 mm c/c | 41 | 9.900 m | 405.90 m | 360.80 kg |
| Top Mesh — Y (along Width) | 12 mm | 200 mm c/c | 51 | 7.900 m | 402.90 m | 358.13 kg |
Assumptions Used
Steel weight: d² ÷ 162 (kg/m) | Mesh bar count: ROUND UP((span − 2 × cover) ÷ spacing) + 1 | Concrete dry volume factor: 1.54 | Shuttering (if included) is edge-only, since the raft bears on PCC/blinding below
Looking for the verification checklist, reference tables, tips, or common mistakes?See the complete Raft / Mat Foundation Calculator.
Raft foundation edge shuttering contact area
This page is set up for raft edge shuttering — the vertical perimeter strip around the raft, since the underside rests on PCC/blinding and the top is finished open, needing no separate formwork.
The calculator is pre-filled with typical raft dimensions. Edit any input and the shuttering area, concrete, and steel are all recalculated from the same geometry in one combined result.
- Edge shuttering area = Perimeter × Thickness, where Perimeter = 2 × (Length + Width).
- Total contact area is also converted to square feet, alongside the m² figure.
- No soffit or top shuttering is needed — the raft bears directly on the blinding layer below.
How Is the Raft Foundation Quantity Calculated?
The calculation happens in three parts — concrete volume, two-way mesh steel, and shuttering area — then an optional cost estimate on top.
Step 1 — Concrete Volume
Wet Volume = Length × Width × Thickness
Dry Volume = Wet Volume × 1.54
Cement Bags = Cement Volume ÷ 0.0347 m³/bag (50 kg bags)
Dry volume accounts for the voids between aggregate particles that disappear once the concrete is mixed and compacted. The dry volume is split into cement, sand, and aggregate using the selected mix ratio, and wastage is applied once to the final quantities.
Step 2 — Two-Way Mesh Steel
X-direction bar length = Length − (2 × Cover)
X-direction bar count = ROUND UP((Width − 2×Cover) ÷ Spacing) + 1
Y-direction bar length = Width − (2 × Cover)
Y-direction bar count = ROUND UP((Length − 2×Cover) ÷ Spacing) + 1
Unit Weight (kg/m) = Diameter² ÷ 162
Bars running along the length are spaced out and counted across the width, and vice versa — the same convention used on this site's Slab Steel calculator, applied once for the bottom mesh and again for the optional top mesh.
Step 3 — Edge Shuttering (Optional)
Perimeter = 2 × (Length + Width)
Contact Area = Perimeter × Thickness
Only the vertical edge strip around the raft's perimeter needs formwork — the underside rests on PCC/blinding and the top is finished open, the same logic used for isolated/strip footings.
Worked Example
This example walks through your current inputs above, using the same steps as the Formula section.
Input Values Used
| Input | Value | Why it is used |
|---|---|---|
| Raft length × width | 10m × 8m | Sets the footprint area and every mesh bar's run/count direction |
| Thickness | 400 mm | Sets concrete volume and the edge shuttering height |
| Mix ratio / wastage | 1:1.5:3, 5% wastage | Converts wet volume to cement bags and adds a buffer for site losses |
| Cover | 50 mm | Reduces every bar's straight length from the raw span |
| Bottom mesh (X / Y) | 12 mm @ 150 mm / 12 mm @ 150 mm | Resists upward soil bearing pressure on the raft underside |
| Top mesh (X / Y) | 12 mm @ 200 mm / 12 mm @ 200 mm | Resists hogging moments near column locations |
Step 1 — Concrete
| Calculation | Substitution | Result |
|---|---|---|
| Wet volume | 10.00 × 8.00 × 0.400 | 32.000 m³ |
| With 5% wastage | 32.000 × 1.05 | 33.600 m³ (271.1 bags) |
Step 2 — Steel
| Mesh Layer | Substitution | Weight |
|---|---|---|
| Bottom Mesh — X (along Length) | 54 × 9.900 m × 12²÷162 | 475.20 kg |
| Bottom Mesh — Y (along Width) | 67 × 7.900 m × 12²÷162 | 470.49 kg |
| Top Mesh — X (along Length) | 41 × 9.900 m × 12²÷162 | 360.80 kg |
| Top Mesh — Y (along Width) | 51 × 7.900 m × 12²÷162 | 358.13 kg |
| Total steel | Sum of all mesh layers | 1,664.62 kg |
Therefore, this 10.0 m × 8.0 m raft needs approximately 33.60 m³ of concrete and 1,664.6 kg of mesh steel, plus 14.4 m² of edge shuttering.
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Disclaimer: This calculator provides approximate results for planning and estimation purposes only. Actual requirements may vary based on site conditions, materials, workmanship, and local building regulations. Always consult a qualified engineer, architect, or construction professional before making final decisions.