Concrete Quantity Calculator
Concrete volume for a slab, beam, column or footing in cubic metres and cubic feet, with wastage %.
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Excavation and earthwork quantity for a pit, trench or footing, in cubic metres and cubic feet, with bulking %.
Outer dimension of one pit or trench, in the unit chosen above, up to 3 decimal places.
Outer dimension of one pit or trench, in the unit chosen above, up to 3 decimal places.
Outer dimension of one pit or trench, in the unit chosen above, up to 3 decimal places.
A whole number from 1 to 1,000,000.
An adjustable allowance for soil bulking/swell after excavation, from 0 to 50%. Defaults to 0%.
Enter the values above to see the result.
This excavation calculator works out earthwork volume for a rectangular pit, a trench, or a footing pit — the three excavation shapes most site engineers, contractors, and quantity surveyors need for everyday earthwork quantity checks.
A rectangular pit, a trench, and a footing pit are all excavated as a rectangular prism, so this excavation quantity calculator uses one formula for all three:
Unit conversions are exact: 1 mm = 0.001 m, 1 cm = 0.01 m, 1 inch = 0.0254 m and 1 foot = 0.3048 m. The rule is exact first, round once — every volume is calculated exactly and rounded only for display, the same rule the Concrete Quantity Calculator uses.
Neat volume vs. loose excavated volume. "Neat" is the volume of the hole itself, as if the soil were removed with no change in volume. "Loose" is the neat volume plus bulking/swell: once soil is dug, it no longer packs as tightly, so the same soil occupies more space once excavated. Bulking/swell varies by soil type and moisture content — loose sand typically bulks less than dense clay — so this calculator treats it as a single adjustable percentage you set, not a soil-specific lookup table.
This calculator gives excavation/earthwork volume only. It does not calculate side-slope or battered excavation, stepped excavation, dewatering, shoring, disposal cost, truck trips, or backfill and backfill compaction — each depends on site-specific factors this simple rectangular-volume tool does not model.
A 5 × 4 × 1.5 m rectangular pit, 1 pit, 0% bulking:
| Input | |
|---|---|
| Excavation type | Rectangular pit / general excavation |
| Unit | m |
| Length | 5 |
| Width | 4 |
| Depth | 1.5 |
| Number of pits or trenches | 1 |
| Bulking / swell % | 0% |
| Result | |
| Loose excavated volume incl. bulking (m³) | 30.000 |
| Neat excavation volume before bulking (m³) | 30.000 |
| Bulking / swell volume (m³) | 0.000 |
| Loose excavated volume incl. bulking (ft³) | 1,059.440 |
| Excavation type | general |
| Unit used | m |
| Number of pits or trenches | 1 |
| Bulking / swell % | 0% |
Choose "Trench" as the excavation type, enter the trench's length, width, and depth in one unit, and the number of trench runs. The trench excavation calculator uses the same length × width × depth formula as a pit — a trench is simply a long, narrow rectangular excavation.
Choose "Footing pit" as the excavation type and enter the footing pit's length, width, and depth. Footing excavation quantity uses the same rectangular-volume formula; the excavation type only changes the label, not the arithmetic.
Choose "Rectangular pit / general excavation," enter the pit's length, width, and depth, and the number of pits. This also covers a general soil excavation volume calculation for any simple rectangular cut.
Neat excavation volume is the size of the hole itself. Loose excavated volume adds bulking/swell, since dug soil takes up more space than it did in the ground. Use the loose volume when estimating how much excavated material there will be to move or haul; use the neat volume when describing the excavation itself.
Bulking (also called swell) is the percentage increase in volume when soil is excavated and loosened, compared to its volume in the ground. It varies by soil type and moisture content, so this calculator lets you set your own bulking percentage rather than assuming one figure for every soil.
No. This is an estimation aid for planning and quantity checks, not a final billing quantity or a certified bill of quantities. Actual site quantities can differ due to soil conditions, over-excavation, side slopes, shoring, compaction, and local measurement rules — verify quantities before excavation, purchase, billing, or construction, and confirm the final figures with a licensed engineer, architect, contractor, or professional quantity surveyor.
No. Truck trips and disposal cost depend on truck capacity, haul distance, and local disposal rates — factors outside a simple excavation volume calculator.
No. This calculator estimates the excavation volume only. Backfill quantity and compaction are separate calculations this tool does not perform.