Asphalt & Bitumen Calculator India — Tonnage, Volume and Cost in ₹

Free bitumen and asphalt calculator for India. BC, DBM, BM and premix tonnage, volume and ₹ cost in metric units, to MoRTH specifications.

Project dimensions

Full cost breakdown
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Calculator

Enter the dimensions of the area you are surfacing and this calculator returns the area, the volume in cubic metres, the weight, the tonnage to order and an estimated cost in INR. It is set up for India: metric units by default, the mix designations used under MoRTH Specifications for Road and Bridge Works and IRC codes, and local pricing.

Quick answers

A 1,000 m² road at 40 mm of Bituminous Concrete needs about 94 MT, or 104 MT with a 10% allowance.

Area40 mm50 mm60 mm80 mm100 mm
25 m²2.4 t2.9 t3.5 t4.7 t5.9 t
50 m²4.7 t5.9 t7.1 t9.4 t11.8 t
100 m²9.4 t11.8 t14.1 t18.8 t23.6 t
200 m²18.8 t23.6 t28.3 t37.7 t47.1 t
500 m²47.1 t58.9 t70.7 t94.2 t117.8 t
1,000 m²94.2 t117.8 t141.3 t188.4 t235.5 t
5,000 m²471.0 t588.8 t706.5 t942.0 t1,177.5 t
7,300 m²687.7 t859.6 t1,031.5 t1,375.3 t1,719.2 t

The tonnage formula

Volume (m³) = Area (m²) × Compacted thickness (m)
Weight (kg) = Volume (m³) × Density (kg/m³)
Tonnes = Weight (kg) ÷ 1,000
Combined: Tonnes = Area (m²) × Thickness (m) × 2.35

Worked example — a 240 m² area at 50 mm compacted:

Density by mix type

Indian mixes follow MoRTH designations: BC at about 2,355 kg/m³, DBM at 2,370 kg/m³ and the more open BM at 2,160 kg/m³.

DesignationDescriptionDensity (kg/m³)Typical useStandard
BC — Bituminous ConcreteWearing course2,35530–50 mm wearing courseMoRTH Clause 509
SDBC — Semi-Dense Bituminous ConcreteThin wearing course2,33025–30 mmMoRTH Clause 508
DBM — Dense Bituminous MacadamBinder / base course2,37050–100 mmMoRTH Clause 507
BM — Bituminous MacadamOpen-graded base2,16050–75 mm profile courseMoRTH Clause 504
Premix carpetThin open-graded surfacing2,00020 mm rural surfacingMoRTH Clause 511
Mix seal surfacingThin surfacing with seal2,05020 mmMoRTH Clause 512
SMAStone Matrix Asphalt2,400High-traffic wearing courseIRC SP:79
BC with modified binderPMB wearing course2,365Heavy traffic corridorsIRC SP:53
RAP / recycled mixReclaimed bituminous material2,000Base and shouldersIRC 120
WMM — Wet Mix MacadamGranular base2,200150–250 mm baseMoRTH Clause 406
GSB — Granular Sub-BaseUnbound sub-base2,150150–300 mmMoRTH Clause 401
VG-30 bitumenViscosity grade binder1,030Binder and tack coat onlyIS 73
Asphalt density by mix typeHorizontal bar chart of compacted asphalt density by mix type, ranging from porous asphalt at 100 pounds per cubic foot to EME 2 at 152 pounds per cubic foot, with dense-graded hot mix asphalt at 145.Compacted asphalt density by mix typePorous / Permeable Asphalt100 lb/ft³ · 1,602 kg/m³Open-Graded Friction Course115 lb/ft³ · 1,842 kg/m³RAP Millings125 lb/ft³ · 2,002 kg/m³Bituminous Macadam135 lb/ft³ · 2,162 kg/m³Cold Mix Asphalt140 lb/ft³ · 2,243 kg/m³Warm Mix Asphalt143 lb/ft³ · 2,291 kg/m³Dense-graded HMA145 lb/ft³ · 2,323 kg/m³Bituminous Concrete147 lb/ft³ · 2,355 kg/m³Dense Bituminous Macadam148 lb/ft³ · 2,371 kg/m³BBSG 0/10148 lb/ft³ · 2,371 kg/m³Grave Bitume149 lb/ft³ · 2,387 kg/m³Stone Matrix Asphalt150 lb/ft³ · 2,403 kg/m³BBME150 lb/ft³ · 2,403 kg/m³EME 2152 lb/ft³ · 2,435 kg/m³AsphaltCalculatorPrice.com — values are nominal compacted in-place densities.
Compacted asphalt density by mix type, from porous asphalt at 100 lb/ft³ to EME 2 at 152 lb/ft³.

Coverage per tonne

Compacted thicknessm² per tonnetonnes per 100 m²tonnes per 1,000 m²
20 mm21.24.7147.1
25 mm17.05.8958.9
30 mm14.27.0670.6
40 mm10.69.4294.2
50 mm8.511.78117.8
60 mm7.114.13141.3
70 mm6.116.49164.9
80 mm5.318.84188.4
100 mm4.223.55235.5
150 mm2.835.33353.2
200 mm2.147.10471.0

Recommended thickness

ApplicationSurface courseBinder / base courseUnbound base
Village / rural road20 mm premix carpet75 mm WBM/BM150 mm GSB
Residential colony road25 mm SDBC50 mm DBM150 mm WMM + 150 mm GSB
Urban local road30–40 mm BC50–75 mm DBM250 mm WMM + 200 mm GSB
State highway40 mm BC75–100 mm DBM250 mm WMM + 200 mm GSB
National highway40–50 mm BC100–150 mm DBM250 mm WMM + 200–300 mm GSB
Expressway50 mm SMA or BC (PMB)150–190 mm DBM250 mm WMM + 300 mm GSB
Industrial yard40 mm BC100 mm DBM300 mm WMM
Parking area30 mm BC50 mm DBM200 mm WMM
Asphalt road cross-sectionFive stacked pavement layers from the wearing course at the top through binder course, base course, unbound sub-base and the compacted subgrade, each labelled with its typical thickness.Asphalt road cross-sectionWearing course40–50 mmBinder course50–80 mmBase course80–150 mmSub-base (aggregate)100–300 mmSubgrade (soil)compactedAsphaltCalculatorPrice.com
Asphalt road cross-section — Wearing course, Binder course, Base course, Sub-base (aggregate), Subgrade (soil).

2026 prices

ItemLowTypicalHigh
Bituminous Concrete (BC) per MT₹6,200₹6,800₹7,900
DBM per MT₹5,600₹6,200₹7,200
BM per MT₹4,900₹5,500₹6,400
Premix carpet per MT₹4,600₹5,200₹6,100
SMA per MT₹7,600₹8,500₹9,800
RAP / recycled per MT₹700₹1,400₹2,400
WMM per MT₹950₹1,250₹1,650
VG-30 bitumen per MT₹48,000₹52,000₹58,000
Road surfacing per m² (BC 40 mm)₹320₹420₹560
Full flexible pavement per m²₹1,100₹1,650₹2,400

Price by region

RegionMaterialInstalled
Delhi NCR₹6,400 – ₹7,900 / MT₹380 – ₹560 / m²
Maharashtra₹6,300 – ₹7,700 / MT₹370 – ₹540 / m²
Gujarat₹6,100 – ₹7,400 / MT₹350 – ₹510 / m²
Karnataka₹6,200 – ₹7,600 / MT₹360 – ₹530 / m²
Tamil Nadu₹6,200 – ₹7,500 / MT₹360 – ₹520 / m²
Telangana & Andhra Pradesh₹6,100 – ₹7,400 / MT₹350 – ₹510 / m²
Uttar Pradesh₹6,000 – ₹7,300 / MT₹340 – ₹500 / m²
West Bengal₹6,200 – ₹7,600 / MT₹360 – ₹530 / m²
Rajasthan₹6,000 – ₹7,200 / MT₹340 – ₹495 / m²
Kerala₹6,400 – ₹7,800 / MT₹380 – ₹550 / m²
North East states₹7,200 – ₹9,000 / MT₹430 – ₹640 / m²
Himachal & Uttarakhand₹6,900 – ₹8,600 / MT₹410 – ₹610 / m²

Waste and compaction allowance

Loose versus compacted asphalt thicknessTwo stacked bars showing that a 3 inch loose asphalt mat compacts down to roughly 2.5 inches, a reduction of about 20 percent.Loose mat versus compacted thickness3.0 in looseBehind the paver, before rolling2.5 in compactedAfter 6–8 roller passesCompaction factor for dense-graded HMA ≈ 1.20 — a 20% volume reduction.Always order against the compacted thickness, never the loose one.AsphaltCalculatorPrice.com
A 3 in loose asphalt mat compacts to roughly 2.5 in. Order against the compacted thickness.

Loose material behind the paver occupies about 20% more volume than the compacted surface. Add edge trimming, material left in the lorry and normal measurement tolerance, and a 10% allowance is standard.

Common mistakes

  1. Using the loose thickness instead of the compacted design thickness.
  2. Failing to convert millimetres to metres before multiplying.
  3. Applying one density to every mix type.
  4. Measuring the excavation rather than the finished surface.
  5. Calculating a multi-layer structure as a single combined thickness.
  6. Forgetting the unbound base, which is often the larger tonnage.
  7. Not checking the plant's minimum order and small-load surcharge.
  8. Rounding down. A short order means a cold joint and a second mobilisation.

Measuring the site

Splitting an irregular area into simple shapesAn L-shaped driveway with a turning circle, divided into two rectangles and one half-circle so each piece can be calculated separately and the areas added together.Split an irregular site into rectangles, circles and trianglesABCA — rectanglelength × widthB — rectanglelength × widthC — half circleπ × r² ÷ 2Total = A + B + CThe calculator on this page adds unlimited areas — one per shape. AsphaltCalculatorPrice.com
An irregular driveway split into two rectangles and a half-circle. Calculate each piece, then add the tonnages.

Split the site into rectangles, triangles, circles and trapezoids and enter each as a separate area. Measure every dimension at three points and use the largest — surfaced areas are rarely as regular as they look. For a circular turning area, measure the diameter at the widest point and let the calculator apply π × r².

On a slope the true surface area exceeds the plan area. At a 10% gradient the difference is only 0.5% and can be ignored. Above 20%, multiply the length by √(1 + gradient²).

Frequently asked questions

How much bitumen mix do I need?

Multiply the area in square metres by the compacted thickness in metres, then by 2.35. A 100 m² area at 50 mm needs about 11.8 tonnes, or 13.0 tonnes with a 10% allowance.

What is the density of bitumen mix?

Indian mixes follow MoRTH designations: BC at about 2,355 kg/m³, DBM at 2,370 kg/m³ and the more open BM at 2,160 kg/m³. The calculator uses 2,355 kg/m³ by default and lets you select any of the 12 mixes listed on this page.

How much does bitumen mix cost per tonne?

Around ₹6,200 to ₹7,900 in 2026, with ₹6,800 typical. Distance from the plant is the largest single factor.

How many square metres does a tonne cover?

About 8.5 m² at 50 mm compacted, 10.6 m² at 40 mm and 5.3 m² at 80 mm.

How many cubic metres is one tonne?

0.425 m³ at 2,355 kg/m³. The calculation is 1,000 ÷ density.

How thick should the surfacing be?

See the thickness table on this page. Domestic access typically takes a 25 mm SDBC over 150 mm WMM + 150 mm GSB; commercial and adopted work is considerably heavier and follows MoRTH Specifications for Road and Bridge Works and IRC codes.

What allowance should I add?

10% for standard work, 5% for a simple machine-laid rectangle, 15% for curved or hand-laid areas and 15–20% for recycled material.

Which standards apply?

Work in India follows MoRTH Specifications for Road and Bridge Works and IRC codes, administered by MoRTH, NHAI and the Indian Roads Congress.

Sources and further reading

Last reviewed: Next review: November 2026 Reviewed by: AsphaltCalculatorPrice Editorial TeamRegion: India