TryBuildCalc

Sand Filling Calculator for Flooring Plinth sand fill estimator

Calculate compacted sand fill quantity and tonnage for a floor base.

Plinth Footprint

Multiple Different-Sized Sections?

ℹ️Internal footprint length to be filled, from the foundation/plinth drawing.

ℹ️Internal footprint width to be filled.

ℹ️Set to more than 1 if several identical rooms/blocks share this same footprint and fill depth.

Fill Layer

ℹ️Height from formation level to the underside of the PCC bed; commonly 150-450 mm for residential plinths.

ℹ️Extra loose volume needed over the compacted volume — pre-filled per material, adjust if your supplier's data differs.

PCC Bed

ℹ️Commonly 50-100 mm for a residential floor base.

DPM (Damp-Proof Membrane)

Include DPM?

Cost

Enable Cost Estimation?

For a 48.00 (517 sqft) plinth footprint filled 75 mm deep with sand fill, you need approximately 6.65 tonnes of fill material and 3.780 (133.5 cft) of PCC bed concrete.

Compacted Fill

Material: Sand Fill

Compacted volume: 3.600 (127.1 cft)

Loose volume (before wastage): 3.960 (139.8 cft)

Loose volume (with wastage): 4.158 (146.8 cft)

Material to order: 6.65 tonnes

PCC Bed (1:4:8)

Thickness: 75 mm

Total concrete: 3.780 (133.49 cft)

Cement: 12.9 bags

Sand: 1.791 (63.2 cft)

Aggregate: 3.582 (126.5 cft)

DPM (Damp-Proof Membrane)

DPM not included in this estimate.

Assumptions Used

Fill: loose volume = compacted volume × (1 + compaction%), then wastage on top | PCC: dry volume factor 1.54, wastage applied to cement/sand/aggregate together | DPM: rolls = ceil(area × (1 + wastage%) ÷ (roll area × (1 − overlap%))) | Flooring/screed/tiling above the DPM is outside this calculator's scope — see Limitations.

Approximate results for planning only. Verify with a professional.

Unsure where the DPM should sit relative to the PCC bed? Plinth Filling Guide →

Plinth Filling Cross-Section

Formation levelCompacted FillSand FillPCC Bed (1:4:8)Finished floor level (flooring by others)Fill: 75 mm75 mmPlinth footprint: 8 m × 6 mDiagram simplified for clarity, not to scale.

Looking for the verification checklist, reference tables, or tips and mistakes?See the complete Plinth Filling Calculator.

Sand fill for flooring estimate

This page is set up for a shallow sand-filling scenario — a smaller 8 m x 6 m room (48 m²) with a 75 mm sand layer, the kind of thin leveling fill used under a floor screed rather than a full plinth build-up. Sand's lower 10% compaction allowance (versus soil's 15% or hardcore's 20%) reflects its more predictable, less voided packing behavior. That gives 3.6 m³ of compacted sand, needing 4.158 m³ of loose material — about 6.65 tonnes.

Because this is a leveling-depth fill rather than a full plinth raise, the PCC bed and DPM steps still calculate against the same 48 m² footprint using the calculator's default 75 mm PCC thickness — turn PCC thickness down or DPM on/off as needed to match whether your floor build-up genuinely needs those layers at this shallow fill depth.

  • Default footprint: 8 m x 6 m (48 m²), 75 mm sand depth.
  • Sand density: 1600 kg/m³, 10% compaction (lower than soil/hardcore).
  • 6.65 tonnes of loose sand to order.

How Is Plinth Filling Calculated?

The calculation happens in three parts — compacted fill, PCC bed, and DPM — then an optional cost estimate on top.

Step 1 — Footprint Area

Area = Length × Width

Total Area = Area × Number of Identical Sections

If sections differ in size: Total Area = Sum of (Length × Width × Count) for every section

The footprint is the internal area to be filled, taken from the foundation/plinth drawing. Number of Identical Sections multiplies the whole result for repeated rooms/blocks of the same size; for rooms of different sizes, switch on "Multiple Different-Sized Sections" and the calculator sums every row's area into one combined total automatically.

Step 2 — Compacted Fill

Compacted Volume = Total Area × Fill Depth

Loose Volume = Compacted Volume × (1 + Compaction %)

Loose Volume (with wastage) = Loose Volume × (1 + Wastage %)

Order Quantity (tonnes) = Loose Volume (with wastage) × Material Density ÷ 1000

Delivered fill material is loose and has more air voids than it will once compacted in place, so the compaction percentage inflates the compacted (finished) volume into the loose volume you actually need to order; wastage is then applied on top of that loose volume, and the resulting figure converts directly to a tonnage using the material's density — the same convention this site's Backfill and Aggregate Coverage calculators use. For "Custom Fill Material", the density you enter is used directly in this step instead of a preset figure.

Step 3 — PCC Bed

Wet Volume = Total Footprint Area × PCC Thickness

Dry Volume = Wet Volume × 1.54

Cement / Sand / Aggregate = Dry Volume split by mix ratio parts

Wastage % applied to cement bags, sand, and aggregate together

This uses the same footprint area as Step 1 (so it stays correct whether you're using a single footprint or several differently-sized sections) and the same PCC formula as this site's dedicated PCC Calculator — a thin, lean-mix concrete bed that gives a firm, level surface for the DPM and floor slab above, not a structural element in its own right.

Step 4 — DPM (Damp-Proof Membrane)

Final Area = Total Area × (1 + Wastage %)

Roll Coverage = Roll Length × Roll Width × (1 − Overlap %)

Rolls Needed = ROUND UP(Final Area ÷ Roll Coverage)

Wastage accounts for the edge upturn and offcuts, while the overlap percentage accounts for the minimum lap required at every joint between adjoining sheets so ground moisture can't find a path through.

Step 5 — Add Contingency (Optional)

Base Cost = Fill Cost + PCC Cost + DPM Cost

Contingency Amount = Base Cost × (Contingency % ÷ 100)

Total Cost = Base Cost + Contingency Amount

Contingency is an optional buffer on top of the combined base cost to cover unexpected variance — supplier rate changes, delivery charges, or material substitution. It defaults to 0%; a commonly used range is 5-15%.

Worked Example

This example walks through your current inputs above, using the same steps as the Formula section. Each table shows the calculation, the values substituted in, and the result it produces.

Input Values Used

InputValueWhy it is used
Plinth footprint8 m × 6 m, 1 section(s)Sets the area every layer's volume is built on
Fill material / depthSand Fill, 75 mmSets fill density and compacted volume
Compaction / wastage10% compaction, 5% wastageConverts compacted volume into the loose quantity to order
PCC bed75 mm, 1:4:8, 5% wastageSets PCC wet volume and cement/sand/aggregate split

Step 1 — Footprint Area

The footprint area is the base every layer above is built on — fill volume, PCC volume, and DPM area all scale directly from it.

CalculationSubstitutionResult
Area8 m × 6 m48.000
Total area48.00 × 148.000 m² (516.67 sqft)

Step 2 — Compacted Fill

The compacted volume is what the finished, settled fill will occupy. Compaction inflates that into the loose volume, wastage inflates it once more into the loose volume actually ordered, and that final volume converts directly into a tonnage using the material's density — the same figure the cost step below uses.

CalculationSubstitutionResult
Compacted volume48.00 m² × 75mm3.600
Loose volume3.600 m³ × 1.103.960
Loose volume (with wastage)3.960 m³ × 1.054.158 m³ (146.8 cft)
Order quantity4.158 m³ × 1600 kg/m³ ÷ 10006.65 tonnes

Step 3 — PCC Bed

The PCC bed volume comes from the same total footprint area as Step 1, not the fill's compacted volume — it's a separate, thin layer cast on top of the finished fill.

CalculationSubstitutionResult
Wet volume48.00 m² × 75mm3.600
With 5% wastage3.600 × 1.053.780 m³ (133.5 cft, 12.9 bags)

Step 5 — Cost & Contingency

CalculationSubstitutionResult
Enable cost estimation above to see fill, PCC, and DPM cost

Therefore, this 48.0 m² plinth needs approximately 6.65 tonnes of fill material, 3.780 of PCC bed concrete.

This page keeps things focused on the calculation above. For the full construction guide — verification checklist, reference tables, usage steps, tips, common mistakes, and limitations.See the complete Plinth Filling Calculator.

Related Calculators

FAQ

Sand particles pack more predictably and with fewer air voids than an irregular soil or crushed-aggregate fill, so less extra loose material is needed to reach the same compacted volume — the calculator's sand preset defaults to 10% compaction versus soil's 15% and hardcore's 20%.
At a 75 mm compacted depth, the footprint needs 3.6 m³ compacted, which becomes 3.96 m³ loose after the 10% compaction allowance and 4.158 m³ after 5% wastage — about 6.65 tonnes at sand's 1600 kg/m³ density.