M/s.V&G Industrial Testing Laboratories Pvt. Ltd. provides specialized Non-Destructive Testing (NDT), Mechanical Testing, Chemical Testing, Civil Testing and other related inspection and consultancy services to various industries like petrochemicals, oil & gas industries, fertilizers, fabrication and constructions industries, power plants, ship building industries, Roads, bridges and buildings etc.
V&G has the expertise, the experience, the capability and the resources to perform following Tests in NDT category.
- Radiographic Testing by using Gamma ray and X-ray (RT)
- Ultrasonic Testing (UT)
- Magnetic Particle Testing (MPT)
- Dye Penetrant Testing (DPT)
- Visual Testing (VT)
- Radiographic Testing by using Gamma ray and X-ray (RT)
- Ultrasonic Testing (UT)
- Magnetic Particle Testing (MPT)
- Dye Penetrant Testing (DPT)
- Visual Testing (VT)
- Ultrasonic thickness gauging
- Stress Relieving (SR)
- Digital Hardness testing.
- Digital Coating thickness gauging
V&G has the expertise, the experience, the capability and the resources to perform following Tests in Mechanical/Civil testing category with below mentioned NABL Scope status
| Sl No. | Material | Test/Parameter | NABL Scope Status |
| 1 | Autoclaved Cellular Concrete Blocks | Compressive Strength | Non NABL |
| Density | Non NABL | ||
| Moisture content | Non NABL | ||
| 2 | Admixture | Uniformity Test | Non NABL |
| Compatibility | Non NABL | ||
| 3 | Aluminium | Weight/mtr/dimensions | Non NABL |
| Tensile Test | Non NABL | ||
| Coating Thickness | Non NABL | ||
| Thickness of Sheet | Non NABL | ||
| 4 | Anchor Bolt | Pullout Strength | Non NABL |
| 5 | Antistripping Agent | Specific Gravity | Non NABL |
| Flash point | Non NABL | ||
| Fire point | Non NABL | ||
| Soluble in Diesel Oil | Non NABL | ||
| 6 | Anti termite treatment chemical | Cold Test | Non NABL |
| Flash point | Non NABL | ||
| Emulsion Stability | Non NABL | ||
| Acidity | Non NABL | ||
| 7 | Bentonite | Density, ‘g/cc’ | Non NABL |
| Marsh Cone Viscosity, ‘sec’ | Non NABL | ||
| Sieve analysis | Non NABL | ||
| Liquid Limit, ‘%’ | Non NABL | ||
| Only pH | Non NABL | ||
| 8 | Bitumen | Penetration at 250C, 100 g, 5 s, 0.1mm, Min | NABL |
| Flash Point | NABL | ||
| Softening Point | NABL | ||
| Ductility | NABL | ||
| 9 | Bitumen Emulsion | Physical Property | Non NABL |
| Residue on 600 micron | Non NABL | ||
| Viscosity | Non NABL | ||
| Coagulation of emulsion | Non NABL | ||
| Storage stability | Non NABL | ||
| Stability to mixing with cement | Non NABL | ||
| Miscibility with water | Non NABL | ||
| Residue by evaporation | Non NABL | ||
| Penetration | Non NABL | ||
| Ductility | Non NABL | ||
| Solubility in trichloroethylene | Non NABL | ||
| Water content | Non NABL | ||
| 10 | Bitumen Mix | Bitumen content | Non NABL |
| Sieve analysis | Non NABL | ||
| 11 | Bitumen Mix (BM/DBM/BC/ SDBC) | Design Mix (BM/DBM/BC/ SDBC) | Non NABL |
| Marshall stability & Flow | Non NABL | ||
| 12 | Bitumen Mix (BM/DBM/BC/ SDBC) | Density including extraction of core | Non NABL |
| Thickness of core | Non NABL | ||
| Stripping value | Non NABL | ||
| 13 | Bonded Mineral Wool | Density | Non NABL |
| Moisture content | Non NABL | ||
| 14 | Bricks | Compressive strength | NABL |
| Water absorption | NABL | ||
| Efflorescence | NABL | ||
| Dimension | NABL | ||
| Warpage | Non NABL | ||
| 15 | Cement | Density | NABL |
| Physical properties | NABL | ||
| Compressive strength Only | NABL | ||
| Setting time Only | NABL | ||
| Fineness Only | NABL | ||
| Soundness Only | NABL | ||
| Consistency Only | NABL | ||
| Dry Sieve (With 90 micron) | Non NABL | ||
| Soundness by Autoclave | NABL | ||
| 16 | Cement Mortar/Concrete | Mix ratio | Non NABL |
| pH | Non NABL | ||
| Chloride Content | Non NABL | ||
| Sulphate | Non NABL | ||
| 17 | Coarse Aggregate | Sieve Analysis | NABL |
| SpecificGravity | NABL | ||
| BulkDensity | NABL | ||
| Flakiness & Elongation Index | NABL | ||
| Crushingvalue | NABL | ||
| Water Absorption | NABL | ||
| Impact value | NABL | ||
| Abrasionvalue (Los Angles) | NABL | ||
| 10%Fine value | NABL | ||
| Alkali Aggregate Reactivity | Non NABL | ||
| Soundness | ` NABL | ||
| Sulphates | Non NABL | ||
| Stripping Value | Non NABL | ||
| Organic Impurities | NABL | ||
| Silica Content | Non NABL | ||
| ElongationIndex | NABL | ||
| FlakinessIndex | NABL | ||
| Moisture Content | Non NABL | ||
| Light weight Pieces | Non NABL | ||
| Particle finer than 75 microns | NABL | ||
| Porosity (SpG& BD | Non NABL | ||
| Chloride | Non NABL | ||
| Clay Lumps | NABL | ||
| Elongation Only | NABL | ||
| pH Value | Non NABL | ||
| Iron Content | Non NABL | ||
| Coal & Lignite | NABL | ||
| TotalDeleterious Material | NABL | ||
| 18 | Concrete Beam | Flexural strength | Non NABL |
| 19 | Concrete core/ Cylinder | Compressive Strength including extraction | Non NABL | 20 | Concrete Cube | Compressive Strength | NABL |
| Accelerated Curing Compressive Strength. | Non NABL | ||
| 21 | Concrete Design mix | Grade of concrete up to M45 | Non NABL |
| Grade of concrete M50 & above | Non NABL | ||
| For more than one grade of concrete | Non NABL | ||
| 22 | Concrete Rebound Hammer | Compressive strength | NABL |
| 23 | Concrete Ultrasonic testing | Pulse Velocity | NABL |
| 24 | CTM | Calibration | Non NABL |
| 25 | Fine Aggregate | Sieve Analysis | NABL |
| Specific Gravity | NABL | ||
| Bulk Density | NABL | ||
| Coal & Lignite | NABL | ||
| Water Absorption | NABL | ||
| Bulking & Moisture Content | Non NABL | ||
| Organic Impurities | NABL | ||
| Soundness | NABL | ||
| Alkali aggregate reactivity | Non NABL | ||
| Particle finer than 75 microns | NABL | ||
| Moisture Content | Non NABL | ||
| Light weight Pieces | NABL | ||
| Chloride | Non NABL | ||
| Clay lumps | NABL | ||
| Mica Content | Non NABL | ||
| Silt content | Non NABL | ||
| pH Value | Non NABL |
| Sl No. | Material | Test/Parameter | NABL Scope Status |
| 26 | Fly ash | Chemical | Non NABL |
| Fineness | NABL | ||
| Residue on 45 micron | NABL | ||
| Specific Gravity | NABL | ||
| 27 | Galvanized Sheet | Thickness | Non NABL |
| Density | Non NABL | ||
| Coating mass | Non NABL | ||
| Tensile Test | Non NABL | ||
| Thickness of Sheet | Non NABL | ||
| 28 | GGBS | Gradation | Non NABL |
| Bulk Density | Non NABL | ||
| Physical Properties | Non NABL | ||
| Specific Gravity | Non NABL | ||
| Fineness | Non NABL | ||
| Comp. Strength. | Non NABL | ||
| Chemical Properties | Non NABL | ||
| 29 | Granite | Compressive Strength | Non NABL |
| Water Absorption | Non NABL | ||
| Density | Non NABL | ||
| Impact Strength | Non NABL | ||
| Specific Gravity | Non NABL | ||
| Modulus of rupture | Non NABL | ||
| Loss on ignition | Non NABL | ||
| 30 | Granular sub base (GSB) and Wet mix Macadam (WMM) | Design Mix | Non NABL |
| 10% fine Value | Non NABL | ||
| Sieve Analysis | NABL | ||
| Heavy compaction | NABL | ||
| Water Absorption | Non NABL | ||
| LL & PL | NABL | ||
| CBR | NABL | ||
| Density by sand replacement | Non NABL | ||
| 31 | Laterite Stone Block | Compressive Strength | Non NABL |
| Water Absorption | Non NABL | ||
| Specific Gravity | Non NABL | ||
| 32 | Metals (CS, SS, Al) | Tensile | NABL |
| Elongation | NABL | ||
| % Reduction | NABL | ||
| Bend & Rebend Test | NABL | ||
| Mass per meter Run | NABL | ||
| Brinell& Vickers Hardness | NABL | ||
| Impact (Charpy) at ambient Temperature | Non NABL | ||
| Impact (Charpy) at subzero Temperature | Non NABL | ||
| Impact (Izod) at ambient Temperature | Non NABL | ||
| Zink Coating | Non NABL | ||
| Paint Coating thickness (Steel) | Non NABL | ||
| 33 | Natural Stone | Compressive Strength | Non NABL |
| Specific Gravity | Non NABL | ||
| Water Absorption | Non NABL | ||
| Impact Value | Non NABL | ||
| Abrasionvalue (Los Angles) | Non NABL | ||
| Moh’s Hardness | Non NABL | ||
| 34 | Paver Block | Design Mix | Non NABL |
| Flexural Strength | Non NABL | ||
| Water absorption | Non NABL | ||
| Compressive Strength | NABL | ||
| Cement Content | Non NABL | ||
| Area | Non NABL | ||
| 35 | Soil Testing | CBR at site | NABL |
| Soaked CBR | NABL | ||
| Standard/modified Compaction | NABL | ||
| Liquid & Plastic Limit | NABL | ||
| Grain Size Analysis | NABL | ||
| Free Swelling Index | NABL | ||
| Specific Gravity | Non NABL | ||
| Relative Density / Soil Core test | Non NABL | ||
| Chloride | Non NABL | ||
| Sulphate | Non NABL | ||
| pH | Non NABL | ||
| 36 | Solid Block | Design Mix | Non NABL |
| Compressive Strength | Non NABL | ||
| Water Absorption | Non NABL | ||
| 37 | Tiles Ceramic/Glazed | Water Absorption | Non NABL |
| Length, Width & Thickness | Non NABL | ||
| Bulk Density | Non NABL | ||
| 38 | Tiles-Acid Resistance | Water Absorption | Non NABL |
| Compressive Strength | Non NABL | ||
| 39 | Water | Construction Water | NABL |
| 40 | Water Bond Macadam (WBM) | Design Mix | Non NABL |
| 41 | Welded Joint | Tensile | NABL |
| Tensile in all weld | NABL | ||
| % Reduction in all Weld | NABL | ||
| Bend Test | NABL | ||
| Fracture test | NABL | ||
| Macro etch Test | NABL | ||
| Brinell& Vickers Hardness | NABL | ||
| Nick Break | NABL | ||
| Flattening Test | NABL | ||
| Impact (Charpy) at ambient Temperature | Non NABL | ||
| Impact (Charpy) at sub zero Temperature | Non NABL | ||
| Impact (Izod) at ambient Temperature | Non NABL | ||
| 42 | Water Proofing Compound | Setting Time | Non NABL |
| Compressive Strength | Non NABL | ||
| Chloride Content | Non NABL |
| 1 | Cement (OPC/PPC/PSC) | Insoluble Residue | NABL |
| Loss on ignition | NABL | ||
| Iron as Fe2O3 | NABL | ||
| Alumina as Al2O3 | NABL | ||
| Silica (As SiO2) | NABL | ||
| Sulphuric anhydride (SO3) | NABL | ||
| Magnesia(as MgO) | NABL | ||
| Calcium (as CaO) | NABL | ||
| 2 | Admixture (Plasticizer / Super plasticizer) | pH | NABL |
| Relative Density | NABL | ||
| Dry Material Content | NABL | ||
| Ash Content | NABL | ||
| Chloride ion content | NABL | ||
| 3 | Bitumen | Solubility in Trichloroethylene | NABL |
| 1 | Plain carbon & Low Alloy steels | Carbon | NABL |
| Sulphur | NABL | ||
| Phosphorus | NABL | ||
| Silicon | NABL | ||
| Manganese | NABL |
| 1 | Galvanized articles | Mass of Zinc Coating | NABL |
| 2 | Aluminium sections | Anodic Coating | NABL |
| 1 | Construction Water | pH | NABL |
| Limits of Acidity | NABL | ||
| Limits of Alkalinity | NABL | ||
| Sulphates as SO3 | NABL | ||
| Chloride as Cl | NABL | ||
| Total Suspended solid | NABL |
| 1 | Reinforced Concrete Structures | Rebound Hammer test | NABL |
| Ultrasonic pulse velocity test | NABL |