The calculator estimates the quantity of pavers by site area, as well as the approximate bedding volume and the basic cost of materials and installation. It is suitable for preliminary estimation of rectangular areas, paths, terraces, blind areas, and other pavements where the units are laid in a regular grid with a constant joint width.
The calculation is based on the geometric dimensions of the area and the laying module of one unit including the joint. As a result, you can quickly estimate how many paving units will be required to cover the specified area, what bedding volume will be needed for the base layer, and how the total cost will change when waste allowance for cuts and breakage is added.
Site area is calculated as the product of the site length and width in metres. The calculator uses the simple geometric relationship:
A = L × B
where A is the site area in m2, L is the site length in m, and B is the site width in m. This area is then used to calculate the number of paving units, the bedding volume, and the installation cost.
Area of one paving unit is first calculated from its length and width in centimetres, with conversion to square metres:
Atile = l × b / 10000
where l and b are the paving unit length and width in cm. This value is shown separately for reference, but for the main quantity calculation the calculator uses not only the unit dimensions themselves, but the laying module including the joint.
Laying module is taken as the paving unit size plus the joint width on each side. Therefore, the calculated number of paving units is determined by the formula:
N = A / ((l + s) / 100 × (b + s) / 100)
where N is the theoretical number of paving units, and s is the joint width in cm. This approach reflects the real laying grid, where part of the area is occupied not only by the paving unit itself, but also by the inter-unit joint.
Material allowance is added to the theoretical number of paving units as a percentage. The result is then rounded up to a whole number of pieces:
Nallow = ceil(N × (1 + p / 100))
where p is the allowance in %. Rounding up is used because paving units are purchased as whole pieces, not as fractional quantities.
Practical choice of allowance depends on the laying pattern and the amount of cutting. Common values are 3-5% for straight laying, 8-12% for diagonal patterns, and 10-15% for complex layouts, edges, access covers, curved contours, and areas with a large amount of cutting.
Bedding volume is calculated from the site area and the layer thickness with an additional factor of 1.2. The formula is:
V = A × h × 1.2
where V is the bedding volume in m3, and h is the layer thickness in m. The factor 1.2 means 20% additional volume for compaction, losses, and working allowance when distributing the material over the base.
Layer thickness is entered in centimetres and converted internally to metres. The resulting value refers to the bedding layer over the entire site area, without separate calculation of individual base layers.
Paving material cost is determined from the site area and the price per 1 m2, and if an allowance is entered, it is included in the material cost:
Ctile = A × Ptile × (1 + p / 100)
where Ptile is the paving material price per 1 m2. This means that the material cost increases in direct proportion to the entered allowance.
Installation cost is calculated separately and only by the site area:
Cwork = A × Pwork
The material allowance is not transferred to installation cost, because installation work is usually priced by the actual paved area rather than by the quantity of purchased material.
Main result for the number of paving units is first shown as a theoretical value based on area. If the allowance is zero, the purchase quantity and the calculated quantity are identical. If the allowance is greater than zero, the calculator additionally generates a separate final purchase value rounded up to a whole number.
Method limitation is that the calculation is based on a rectangular area and a uniform laying pitch. It does not separately account for cutting along complex contours, local widening of joints, slopes, movement joints, kerbs, layer-by-layer compaction, or the difference between structural, levelling, and drainage layers of the base.
Normative basis for selecting products and materials is usually checked separately from the geometric calculation itself. For concrete paving elements, common references are EN 1338 "Concrete paving blocks - Requirements and test methods", for concrete flags EN 1339 "Concrete paving flags - Requirements and test methods", and for clay pavers EN 1344 "Clay pavers - Requirements and test methods".
Base and bedding materials are often selected with reference to EN 13242 "Aggregates for unbound and hydraulically bound materials for use in civil engineering work and road construction". The calculator itself does not replace the verification of pavement structure for load, frost resistance, drainage, and base composition, but its logic is consistent with typical preliminary quantity and cost estimation based on geometry and material consumption.
Because part of the paved surface is occupied by the joint between units. The calculator uses not only the net area of the unit itself, but the laying module, which is the unit together with the joint width, so the result is closer to the real layout.
This factor adds 20% to the pure geometric volume of the layer. Such an allowance is commonly needed for compaction, working losses, and redistribution of the material when preparing the base.
The material is purchased with allowance for cutting, breakage, and reserve, so the paving cost increases together with the allowance. Installation work is usually calculated from the actual paved area of the site, so in the calculator it is not multiplied by the allowance percentage.
Yes, but only as a preliminary estimate. For shaped units, diagonal patterns, and areas with complex contours, a larger allowance should be used because a theoretical area-based calculation does not reflect all cutting waste.
For rectangular areas with a clear laying pattern, the accuracy is usually sufficient for a preliminary estimate and material ordering. Before the final order, it is advisable to additionally check the layout, packaging quantities, actual layer thicknesses, and the manufacturer's requirements for both the paving units and the base.