Example 1
- 6 × 4 × 0.05 m
- 1600 kg/m³
- +5% waste
1.26 m³ · 2.02 t
How much sand for a 6×4×0.05 m bed? ×5% at 1600 kg/m³ → 1.26 m³ (2.02 t).
Enter length, width, and bed thickness. The calculator multiplies the three sizes, adds waste, and a mass from density. A 6×4 m bed 5 cm thick at 1600 kg/m³ and 5% is 1.26 m³ and 2.02 t. A thinner 10×5 m layer 3 cm at 1750 kg/m³ and 8% is 1.62 m³ and 2.84 t.
Enter length, width, depth or thickness, and waste. The result shows up here.
The calculator estimates sand volume and tonnes. Moisture changes mass a lot. Related: gravel, cement in mortar.
The sand calculator finds volume and tonnes. The formula is length × width × thickness × (1 + waste/100). Mass is V × density. Bulk bags and small bags round up when you fill those fields.
A paver bed 6×4 m and 5 cm at 1600 kg/m³ and 5% is 1.26 m³ and 2.02 t. A thin 10×5 m layer 3 cm at 1750 kg/m³ and 8% is 1.62 m³ and 2.84 t. A 3×2 m sandbox 10 cm at 1600 kg/m³ and 5% is 0.63 m³ and 1.01 t.
Enter length, width, and thickness in the header unit. Five centimeters is 0.05, not 5. Waste, density preset, custom density, bulk bag, small bag, and price are optional. A comma in 0.05 works the same as a period.
Gravel and topsoil use the same field layout with different typical densities. Cement in mortar is calculated on a separate page. A 6×4 m floor is 24 m²; here you multiply it by bed thickness.
Wet sand weighs more at the same volume. The mass result is an estimate: 2.02 t at 1600 kg/m³ can drop or rise after rain. Bags round up.
Enter 6 m, 4 m, and 0.05 m at 1600 kg/m³ and 5%: 1.26 m³ and 2.02 t. Then 3 m, 2 m, and 0.1 m: 0.63 m³ and 1.01 t.
V = length × width × thickness × (1 + waste/100)
mass = V × density
6×4×0.05 m at 5% and 1600 kg/m³: V = 1.26 m³, mass = 2.02 t. A 10×5×0.03 m layer at 1750 and 8% is 1.62 m³ and 2.84 t.
Volume is three sizes × (1 + waste), and mass comes from density. A 6×4 m bed 5 cm thick at 1600 kg/m³ and 5% is 1.26 m³ and 2.02 t.
1.26 m³ · 2.02 t
How much sand for a 6×4×0.05 m bed? ×5% at 1600 kg/m³ → 1.26 m³ (2.02 t).
1.62 m³ · 2.84 t
A 10×5×0.03 m layer ×8% at 1750 kg/m³ → 1.62 m³ (2.84 t).
0.63 m³ · 1.01 t
3×2×0.10 m ×5% at 1600 kg/m³ → 0.63 m³ (1.01 t).
2.52 m³ · 4.03 t
4 × 3 × 0.20 × 1.05 = 2.52. That is 4.03 t.
1.73 m³ · 2.76 t
8 × 5 × 0.04 × 1.08 = 1.728 → 1.73 m³. That is 2.76 t.
1.64 m³ · 2.63 t
2.5 × 2.5 × 0.25 × 1.05 = 1.64. That is 2.63 t.
2.38 m³ · 4.16 t
12 × 6 × 0.03 × 1.10 = 2.376 → 2.38 m³. That is 4.16 t.
0.945 m³ · 1.51 t
15 × 1.2 × 0.05 × 1.05 = 0.945. That is 1.51 t.
Multiply the three sizes in meters, add waste, then multiply by density. 6×4×0.05 × 1.05 → 1.26 m³; at 1600 kg/m³ that is 2.02 t.
1.26 m³ and 2.02 t. A 10×5×0.03 m layer at 1750 kg/m³ and 8% is 1.62 m³ and 2.84 t.
The L×W×depth formula is the same, but default density and the page are separate. Gravel and soil have their own cards — do not mix results when ordering.
No. It is an estimate from volume and density. Wet sand weighs more at the same volume.
Yes. Enter bed sizes and density and you see m³ and tons at once. No account required.
The calculator multiplies length, width, and thickness, then by (1 + waste/100). 6×4×0.05 m at 5% is 1.26 m³. Mass at 1600 kg/m³ is 2.02 t.
Enter 0.05 m in metric. Entering 5 instead of 0.05 would inflate the result a hundredfold.
Usually 5–8% for spill and compaction. At 6×4×0.05 m, 5% waste lifts volume from 1.20 m³ to 1.26 m³.
It sets kg/m³: dry ≈ 1600, moist ≈ 1750, wet ≈ 1900. A custom density overrides the preset. Volume stays; mass changes.
The V formula is the same; the material is not. Gravel on 10×3×0.1 m at 1600 kg/m³ and 5% is 3.15 m³ on the gravel page. Here you count sand.
Volume stays. Mass rises with moisture. 1600 kg/m³ is a dry-sand order of magnitude, not the weight after rain.
Bulk bags: round up V ÷ bulk-bag volume. Bags: mass ÷ bag size, rounded up. Empty fields leave volume and tonnes only.
Yes. A comma and a period are the same thickness. At 6×4×0.05 m, 1600 kg/m³, and 5% the result stays 1.26 m³.
Volume with waste, for example 1.26 m³. Tonnes and mass appear beside it after density. Bulk bags, bags, and cost are optional.
No. The calculator is a purchase estimate. Moisture and compaction on site may need an adjustment.
Bed volume is three sizes × (1 + waste). Density comes from a preset or the supplier data. Units below come from NIST.
Page updated October 12, 2026.