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 |