| 3451 |
National Test House (WR), Mumbai
| IS 2720 : Part 16 (1987) - Methods of test for soils: Part 16 laboratory determination of cbr (Second Revision) |
Methods of test for soils: Part 16 laboratory determination of cbr (Second Revision) |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 5 (CBR with declared OMC on disturbed sample) |
4000.0 |
|
|
| 3452 |
National Test House (WR), Mumbai
| IS 4457 (2007) - Ceramic unglazed vitreous acid resisting tiles - Specification (Second Revision) |
Ceramic unglazed vitreous acid resisting tiles - Specification (Second Revision) |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 4 (Water Absorption) |
1000.0 |
|
| 4 (Acid resistance) |
1500.0 |
|
| 4 (Warpage) |
1000.0 |
|
| 4 (Breaking Strength) |
2000.0 |
|
| 4 (Modulus of rupture) |
2000.0 |
|
| 4 (Water Absorption) |
1000.0 |
|
| 3 (Dimension-Length) |
1000.0 |
|
| 2 ( Surface Quality) |
500.0 |
|
|
| 3453 |
National Test House (WR), Mumbai
| IS 10262 (2019) - Concrete Mix Proportioning — Guidelines ( Second Revision ) |
Concrete Mix Proportioning — Guidelines ( Second Revision ) |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 4 (Concrete Mix Design (IS 10262:2019)) |
35000.0 |
|
|
| 3454 |
National Test House (WR), Mumbai
| IS 9103 (1999) - Specification for Concrete Admixtures - |
Specification for Concrete Admixtures - |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 8.2.1 (Comparative Compressive strength for three duration of concrete) |
10000.0 |
|
| 9 (Dry Material content) |
1000.0 |
|
| 9 (Ash content) |
1000.0 |
|
| 9 (Relative density) |
1000.0 |
|
| 9 (Chloride ion content) |
1000.0 |
|
| 7.2.1 (Slump of Control Concrete Mix at 15 Minutes) |
2000.0 |
|
| 7.2.4 (Bleeding concrete additive) |
2000.0 |
|
| 8.2.3 (Length change concrete additive) |
2000.0 |
|
| 8.2.2 (Comparative Flexural strength for three duration of concrete additive) |
10000.0 |
|
| 8.2.2 (Flexural strength for one duration of concrete additive) |
5000.0 |
|
| 7.2.3 (Setting time of concrete additive allowable Deviation from control sample) |
2000.0 |
|
| 9 (Colour (as per IS 9103)) |
1000.0 |
|
| 9 (pH) |
1000.0 |
|
| 8.2.1 (Comparative Compressive strength for three duration of concrete) |
10000.0 |
|
| 8.2.1 (iv) (Comparative Compressive strength of concrete after 6 months) |
7000.0 |
|
| 8.2.1 (iv) (Comparative Compressive strength of concrete after 1 year) |
9000.0 |
|
| 8.2.3 (iv) (Comparative length change of concrete after 6 months) |
3000.0 |
|
| 8.2.3 (iv) (Comparative length change of concrete after 1 year) |
5000.0 |
|
|
| 3455 |
National Test House (WR), Mumbai
| IS 3316 (1974) - Structural Granite |
Structural Granite |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 3.3 (Water Absorption) |
1000.0 |
|
| 3.2 (Specific Gravity) |
1000.0 |
|
| 3.1 (Compressive Strength) |
2000.0 |
|
|
| 3456 |
National Test House (WR), Mumbai
| IS 14223 : Part 1 (1995) - Polished Building Stones: Part 1 Granite |
Polished Building Stones: Part 1 Granite |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 4 (Dimensions) |
500.0 |
|
| 5 (Moisture content) |
500.0 |
|
| 5 (Dry density ) |
1000.0 |
|
| 5 (Specific gravity) |
1000.0 |
|
| 5 (Porosity) |
1000.0 |
|
| 5 (Compressive strength) |
2000.0 |
|
| 5 (Tensile strength) |
2000.0 |
|
| 5 (Hardness) |
2000.0 |
|
| 5 (Resistance to wear) |
4000.0 |
|
| 5 (Water absorption) |
1000.0 |
|
| 4 (Dimensions) |
500.0 |
|
|
| 3457 |
National Test House (WR), Mumbai
| IS 14587 (2017) - Cement Bonded Particle Boards |
Cement Bonded Particle Boards |
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| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
No Record Found
|
|
| 3458 |
National Test House (WR), Mumbai
| IS 1328 (1996) - Veneered Decorative Plywood -Specification |
Veneered Decorative Plywood -Specification |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 11.1.1 (Moisture Content IS 1734 (Part 1):1983) |
1000.0 |
|
|
| 3459 |
National Test House (WR), Mumbai
| IS 1003 : Part 1 (2003) - Timber Panelled and Glazed Shutters-Door shutter |
Timber Panelled and Glazed Shutters-Door shutter |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 8 (Location of fittings and accessories -IS 1003 (Part 1) : 2003) |
1000.0 |
|
|
| 3460 |
National Test House (ER), Kolkata
| IS 2542 (Part II, Section 1 to 8): 1981 (1981) - Method of Test for Gypsum Plasters, Concretes and Products Part II - Gypsum Products |
Method of Test for Gypsum Plasters, Concretes and Products Part II - Gypsum Products |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 3.1.1 (Length and Width (Plaster Board)) |
500.0 |
|
| 3.1.2 (Thickness (Plaster Board)) |
500.0 |
|
| Sec 2 Cl. 3 (Mass of Plaster) |
- |
|
| 1 (Mass of Paper) |
500.0 |
|
| Sec 3, 3.2.2 (Thickness of paper) |
500.0 |
|
| Sec 4, 3.1.3(a) (Average Transverse Strength (Longitudinal Direction)) |
2000.0 |
|
| Sec 4, 3.1.3(b) (Average Transverse Strength (Transverse Direction)) |
2000.0 |
|
| Sec 7, 3 (Moisture Content) |
500.0 |
|
| Sec 6, 3 (Water Absorption) |
1000.0 |
|
|
| 3461 |
National Test House (NR), Ghaziabad
| IS 2062 Part 1 (2025) - Hot rolled medium and high tensile structural steel - Specification (Seventh Revision) |
Hot rolled medium and high tensile structural steel - Specification (Seventh Revision) |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 10 (Tensile Strength - IS 1608 (Part 1): 2022) |
1000.0 |
|
| 10 (Yield Stress - - IS 1608 (Part 1): 2022.) |
1000.0 |
|
| 10 (% Elongation - IS 1608 (Part 1): 2022.) |
1000.0 |
|
| 11 (Bend Test - IS 1599: 2019.) |
1500.0 |
|
| 12 (Impact Test (For Specified Quality Grade)) |
5000.0 |
|
| 8.2 (Carbon) |
500.0 |
|
| 8.2 (Sulphur) |
500.0 |
|
| 8.2 (Phosphorus) |
500.0 |
|
| 8.2 (Manganese) |
500.0 |
|
| 8.2 (Silicon) |
500.0 |
|
| 8.2 (Carbon Equivalent, %) |
500.0 |
|
| 0 (Percent elongation test, %) |
3000.0 |
|
| 0 (Yield strength Test, N/mm2) |
3000.0 |
|
| 0 (Tensile strength & Yield Strength Test, N/mm2) |
5000.0 |
|
| 0 (Thickness) |
500.0 |
|
| 0 (Coating Thickness) |
2000.0 |
|
| 0 (Mass of Zinc Coating) |
2000.0 |
|
| 0 (Uniformity of Coating) |
1000.0 |
|
| 0 (Salt Spray Test) |
60000.0 |
|
| 0 (Overall Weight) |
1500.0 |
|
| 0 (Dimensions) |
1000.0 |
|
| 12 (Impact Test) |
5000.0 |
|
| 7 (Freedom from Defects) |
1000.0 |
|
| 0 (Adhesion Test) |
1000.0 |
|
|
| 3462 |
National Test House (NR), Ghaziabad
| IS 1786 (2008) - High strength deformed steel bars and wires for concretere inforcement - Specification (Fourth Revision) |
High strength deformed steel bars and wires for concretere inforcement - Specification (Fourth Revision) |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 5.7 (5) (Percentage increase in Bond Stress of Deformed Bar against corresponding Plain Bar at 0.25 mm slip (For size up to 12 mm), % - IS 2770(Part 1)) |
1250.0 |
|
| 4.2 (17) (Chemical Composition without micro alloying elements, % by mass.) |
2000.0 |
|
| 9.4 (1) (Rebend test (32 to 40mm)- IS 1786: 2008) |
1500.0 |
|
| 9.3 (Bend test - IS 1599: 2023.) |
1000.0 |
|
| 7.2 (Mass per metre run, kg/m - IS 1786: 2008) |
1000.0 |
|
| 9.2 (1) (TS/ YS Ratio - (IS 1786: 2008/ IS 1608 (Part 1): 2022).) |
- |
|
| 9.2 (2) (Elongation Percent on gauge length of 5.65 Square Root of Crosss- Sectional Area, % - IS 1608 (Part 1): 2022.) |
1000.0 |
|
| 9.2 (6) (Tensile Strength (32 to 40 mm), N/mm² - IS 1608 (Part 1): 2022.) |
1500.0 |
|
| 4.2 (2) (Carbon, % by mass (As per ASTM E 415/ IS 8811/IS 228).) |
500.0 |
|
| 4.2 (3) (Sulphur, % by mass (As per ASTM E 415/ IS 8811/IS 228)) |
500.0 |
|
| 4.2 (4) (Phosphorus, % by mass (As per ASTM E 415/ IS 8811/IS 228)) |
500.0 |
|
| 4.2 (5) (Sulphur+ Phosphorus, % by mass.) |
500.0 |
|
| 9.2 (4) (Tensile Strength (up to 12 mm), N/mm² - IS 1608 (Part 1): 2022.) |
- |
|
| 9.2 (5) (Tensile Strength (16 to 28 mm), N/mm² - IS 1608 (Part 1): 2022.) |
1000.0 |
|
| 9.2 (6) (Tensile Strength (32 to 40 mm), N/mm² - IS 1608 (Part 1): 2022.) |
1500.0 |
|
| 9.4 (Rebend test (0 - 28 mm) - IS 1786: 2008) |
1000.0 |
|
| 9.3 (Bend test - IS 1599: 2023.) |
1000.0 |
|
| 9.2 (2) (Elongation Percent on gauge length of 5.65 Square Root of Crosss- Sectional Area, % - IS 1608 (Part 1): 2022.) |
1000.0 |
|
| 9.2 (Yield Stress/ 0.2 % Proof Stress. N/mm² -- IS 1608 (Part 1): 2022.) |
1000.0 |
|
| 9.2 (3) (Total Elongation at Maximum Force on gauge length of 5.65 Square Root of Crosss- Sectional Area, % - IS 1608 (Part 1): 2022.) |
- |
|
| 9.1.1 (Tensile Strength) |
3000.0 |
|
| 9.1.2 (Yield/0.2% Proof Stress) |
3000.0 |
|
| 9.1.3 (Percentage Elongation) |
3000.0 |
|
| 4.2 (1) (Carbon Equivalent (CE), , % by mass.(As per ASTM E 415/ IS 8811/IS 228/IS 3025)) |
2000.0 |
|
| 0 (Salt spray test 48hrs as per ASTM B117) |
2000.0 |
|
| 0 (Test for thickness of coating) |
3000.0 |
|
| 5.7 (Pull out test upto 32mm) |
15000.0 |
|
|
| 3463 |
National Test House (NR), Ghaziabad
| IS 513 : Part 1 (2016) - Cold reduced carbon steel sheet and strip: Part 1 cold forming and drawing purpose (Sixth Revision) |
Cold reduced carbon steel sheet and strip: Part 1 cold forming and drawing purpose (Sixth Revision) |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 11 (Thickness) |
1000.0 |
|
| 8.1 (Yield stress) |
1000.0 |
|
| 8.3 (Hardness Test) |
2000.0 |
|
| 8.1 (Tensile strength) |
1000.0 |
|
| 8.1 (% Elongation) |
1000.0 |
|
| 8.4 (Bend Test) |
1000.0 |
|
|
| 3464 |
National Test House (ER), Kolkata
| IS 516 : Part 5 : Sec 1 (2018) - Hardened Concrete -Methods of Test Part 5 Non-destructive Testing of Concrete Section 1 Ultrasonic Pulse Velocity Testing ( First Revision ) |
Hardened Concrete -Methods of Test Part 5 Non-destructive Testing of Concrete Section 1 Ultrasonic Pulse Velocity Testing ( First Revision ) |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 2 (Ultrasonic test (field) IS 516 (Part5)/Sec1:2021) |
2000.0 |
|
|
| 3465 |
National Test House (NR), Ghaziabad
| IS 277 (2018) - Galvanized steel strips and sheets (Plain And Corrugated) - Specification (Seventh Revision) |
Galvanized steel strips and sheets (Plain And Corrugated) - Specification (Seventh Revision) |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 8.1 (Tensile strength, MPa) |
1000.0 |
|
| 8.1 (Yield Strength, MPa) |
1000.0 |
|
| 8.1 (Percentage Elongation, %) |
1000.0 |
|
| 8.2 (Bend Test) |
1000.0 |
|
| 14 (Total coated thickness, mm) |
1000.0 |
|
| 8.1 (Mass of Zn coating) |
2000.0 |
|
| 5.1 (Phosphorus) |
500.0 |
|
| 5.1 (Sulphur) |
500.0 |
|
| 5.1 (Manganese) |
500.0 |
|
| 5.1 (Carbon) |
500.0 |
|
| 0 (Thickness of Paint coating at side 1) |
1000.0 |
|
| 0 (Thickness of Paint coating at side 2) |
1000.0 |
|
| 0 (Base metal thickness, mm) |
1000.0 |
|
| 15 (Dimensions of Corrugated sheet) |
1000.0 |
|
| 12 (Freedom from defects) |
1000.0 |
|
| 0 (Pencil Hardness Test as per IS 14246) |
1000.0 |
|
|
| 3466 |
National Test House (NR), Ghaziabad
| IBR 1950 (2023) - Qualified Boiler Welder's Certificate |
Qualified Boiler Welder's Certificate |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| IBR-1950, Chapter -XIII (Welder Test - Plate) |
3000.0 |
|
| NTH Additional Charges for Testing (Scientist Charges) |
5000.0 |
|
| IBR-1950, Chapter -XIII (IBR Welder Test - Tube/Pipe (MMAW)- Horizontally Fixed) |
3500.0 |
|
| IBR-1950, Chapter -XIII (IBR Welder Test - Tube/Pipe (MMAW)- Vertically Fixed) |
3500.0 |
|
| IBR-1950, Chapter -XIII (IBR Welder Test - Tube/Pipe (GTAW+ MMAW)- Horizontally Fixed) |
4500.0 |
|
| IBR-1950, Chapter -XIII (IBR Welder Test - Tube/Pipe (GTAW+ MMAW)- Vertically Fixed) |
4500.0 |
|
| 0 (Scientist charge 2) |
5000.0 |
|
|
| 3467 |
National Test House (NR), Ghaziabad
| ASME ASME (2021) - Performance test ( Plate & electrodes not supplied by NTH) |
Performance test ( Plate & electrodes not supplied by NTH) |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| ASME (Welding procedure qualification) |
7000.0 |
|
| QB 484 (Brazing Performance Test) |
5000.0 |
|
|
| 3468 |
National Test House (NR), Ghaziabad
| ASME ASME Section IX (2021) - Preparation of welding procedure specification (WPS) as per ASME Section IX |
Preparation of welding procedure specification (WPS) as per ASME Section IX |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| ASME Section IX (Welding procedure Specification) |
10000.0 |
|
|
| 3469 |
National Test House (NR), Ghaziabad
| ASME Section IX (2019) - 2019 Boiler and Pressure Vessel Code |
2019 Boiler and Pressure Vessel Code |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| QW 191 (Radiography Test -Pipe) |
3200.0 |
|
| QW 191 (Radiography Test -Plate) |
1200.0 |
|
|
| 3470 |
National Test House (NR), Ghaziabad
| IS 6012 (1992) - Measurement of coating thickness by eddy current method (First Revision) |
Measurement of coating thickness by eddy current method (First Revision) |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| IS 6012 (Coating thickness) |
2000.0 |
|
|
| 3471 |
National Test House (NR), Ghaziabad
| IS 2595 (2008) - Industrial radiographic testing - Code of practice (Second Revision) |
Industrial radiographic testing - Code of practice (Second Revision) |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| IS 2595 (Radiography) |
2000.0 |
|
|
| 3472 |
National Test House (NR), Ghaziabad
| IS 5523 (1983) - Methods of testing anodic coatings on aluminium and its alloys (First Revision) |
Methods of testing anodic coatings on aluminium and its alloys (First Revision) |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| IS 5523 (Coating thickness) |
2000.0 |
|
|
| 3473 |
National Test House (WR), Mumbai
| ASTM C882 (2005) - Standard Test Method for the bond strength of epoxy-resin-base bonding systems for used with concrete by slant shear |
Standard Test Method for the bond strength of epoxy-resin-base bonding systems for used with concrete by slant shear |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 8 (Slant Shear strength) |
4000.0 |
|
|
| 3474 |
National Test House (WR), Mumbai
| ASTM C580 (2002) - Standard Test Method for Compressive Strength of Chemical-Resistant Mortar, Grouts, and Surfacing, Polymer concretes |
Standard Test Method for Compressive Strength of Chemical-Resistant Mortar, Grouts, and Surfacing, Polymer concretes |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 8 (Flexural strength) |
4000.0 |
|
|
| 3475 |
National Test House (WR), Mumbai
| ASTM C579 (2001) - Standard Test Method for Compressive Strength of Chemical-Resistant Mortar, Grouts, and Surfacing, Polymer concretes |
Standard Test Method for Compressive Strength of Chemical-Resistant Mortar, Grouts, and Surfacing, Polymer concretes |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 8 (compressive strength) |
4000.0 |
|
|
| 3476 |
National Test House (WR), Mumbai
| ASTM C 307 (2003) - Standard Test Method for Tensile Strength of Chemical-Resistant Mortar, Grouts, and Surfacing |
Standard Test Method for Tensile Strength of Chemical-Resistant Mortar, Grouts, and Surfacing |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 8 (Tensile Strength) |
4000.0 |
|
|
| 3477 |
National Test House (WR), Mumbai
| ASTM C348 (2021) - Standard Test Method for Compressive Strength of Hydraulic Cement Mortars |
Standard Test Method for Compressive Strength of Hydraulic Cement Mortars |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 3 (Flexural strength) |
4000.0 |
|
|
| 3478 |
National Test House (WR), Mumbai
| ASTM C 109 (1995) - Standard Test Method for Compressive Strength of Hydraulic Cement Mortars |
Standard Test Method for Compressive Strength of Hydraulic Cement Mortars |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 3 (compressive strength) |
4000.0 |
|
|
| 3479 |
National Test House (WR), Mumbai
| IS 12330 (1988) - Specificatioon for sulphate resisting Portland cement |
Specificatioon for sulphate resisting Portland cement |
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-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 5.5 (Compressive strength,672±4 h) |
1000.0 |
|
|
| 3480 |
National Test House (WR), Mumbai
| IS 4860 (1968) - Specification for acid - Resistant bricks |
Specification for acid - Resistant bricks |
- View breakup
-
| Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
| 4 (Compressive Strength) |
2000.0 |
|
|