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487 Results

S.No.

Standard No.

Product

Testing Charges (Excl. Of Taxes)

481

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
9.2 (5) (Tensile Strength (16 to 28 mm), N/mm² - IS 1608 (Part 1): 2022.)	1000.0
9.4 (Rebend test (0 - 28 mm) - IS 1786: 2008)	1000.0
5.4 (Rib Area, mm²/ mm - IS 1786: 2008)	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.)	-
9.3 (Bend test - IS 1599: 2023.)	1000.0
7.2 (Mass per metre run, kg/m - IS 1786: 2008)	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 (1) (TS/ YS Ratio - (IS 1786: 2008/ IS 1608 (Part 1): 2022).)	-
9.2 (Yield Stress/ 0.2 % Proof Stress. N/mm² -- IS 1608 (Part 1): 2022.)	1000.0
4.2 (5) (Sulphur+ Phosphorus, % by mass.)	500.0
4.2 (4) (Phosphorus, % by mass (As per ASTM E 415-21/ IS 8811: 1998).)	500.0
4.2 (3) (Sulphur, % by mass (As per ASTM E 415-21/ IS 8811: 1998).)	500.0
4.2 (2) (Carbon, % by mass (As per ASTM E 415-21/ IS 8811: 1998).)	500.0
4.2 (1) (Carbon Equivalent (CE), , % by mass.)	2000.0
9.2 (4) (Tensile Strength (up to 12 mm), N/mm² - IS 1608 (Part 1): 2022.)	-
9.2 (6) (Tensile Strength (32 to 40 mm), N/mm² - IS 1608 (Part 1): 2022.)	1500.0
9.4 (1) (Rebend test (32 to 40mm)- IS 1786: 2008)	1500.0
4.2 (18) (Chemical Composition with micro alloying elements, % by mass.)	4000.0
4.2 (17) (Chemical Composition without micro alloying elements, % by mass.)	2000.0
4.2 (16) (Nb+V+B+Ti, % by mass.)	-
4.2 (15) (Titanium, % by mass (As per ASTM E 415-21/ IS 8811: 1998).)	300.0
4.2 (14) (Vanadium, % by mass (As per ASTM E 415-21/ IS 8811: 1998).)	300.0
4.2 (13) (Niobium, % by mass (As per ASTM E 415-21/ IS 8811: 1998).)	300.0
4.2 (12) (Boron, % by mass (As per ASTM E 415-21/ IS 8811: 1998).)	300.0
4.2 (11) (Cr+Cu+Ni+Mo+P, % by mass.)	-
4.2 (10) (Molybdenum, % by mass (As per ASTM E 415-21/ IS 8811: 1998).)	1000.0
4.2 (9) (Nickel, % by mass (As per ASTM E 415-21/ IS 8811: 1998).)	1000.0
4.2 (18) (Chemical Composition with micro alloying elements, % by mass.)	4000.0
4.2 (17) (Chemical Composition without micro alloying elements, % by mass.)	2000.0
4.2 (16) (Nb+V+B+Ti, % by mass.)	-
4.2 (15) (Titanium, % by mass (As per ASTM E 415-21/ IS 8811: 1998).)	300.0
4.2 (14) (Vanadium, % by mass (As per ASTM E 415-21/ IS 8811: 1998).)	300.0
4.2 (13) (Niobium, % by mass (As per ASTM E 415-21/ IS 8811: 1998).)	300.0
4.2 (12) (Boron, % by mass (As per ASTM E 415-21/ IS 8811: 1998).)	300.0
4.2 (11) (Cr+Cu+Ni+Mo+P, % by mass.)	-
4.2 (10) (Molybdenum, % by mass (As per ASTM E 415-21/ IS 8811: 1998).)	1000.0
4.2 (9) (Nickel, % by mass (As per ASTM E 415-21/ IS 8811: 1998).)	1000.0
4.2 (8) (Copper, % by mass (As per ASTM E 415-21/ IS 8811: 1998).)	500.0
4.2 (7) (Chromium, % by mass (As per ASTM E 415-21/ IS 8811: 1998).)	500.0
4.2 (Manganese, % by mass (As per ASTM E 415-21/ IS 8811: 1998).)	300.0
5.7 (Compressive strength of concrete cubes (Avg) after 28 days for 0 to 12 mm)	3500.0
5.7 (Compressive strength of concrete cubes (Avg) after 28 days for 16 to 40 mm)	5250.0
5.7 (M_Pull out test for 0 to 12 mm)	6500.0
5.7 (M_Pull out test for 16 to 40 mm)	9750.0
4.2 (19) (Chemical composition (HSDS with Corrosion Resistant Properties) in Annexure)	4000.0

482

IS 6162 : Part 1 (1971) - Specification for paper - Covered aluminium conductors: Part 1 round conductors

Specification for paper - Covered aluminium conductors: Part 1 round conductors

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
No Record Found

483

IS 814:2004 - Covered electrodes for manual metal arc welding of carbon and carbon manganese steel - Specification (Sixth Revision)

Covered electrodes for manual metal arc welding of carbon and carbon manganese steel - Specification (Sixth Revision)

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
7.1.1 (Diameter of Core Wire)	500.0
7.1.2 (Length of Electrode)	500.0
7.2.1 (Contact End)	500.0
7.2.2 (Arc striking End)	500.0
7.3 (Concentricity of Flux Covering With Core Wire)	250.0
7.4 (Defects of Core Wire and Coverings)	250.0
B7 (Coating Ratio)	500.0
9.3 (Running Performance Test)	2000.0
9.1.1 (Preparation of Weld assembly)	4000.0
9.1.2 (Ultimate Tensile Strength -Annex F)	1000.0
9.1.2 (Yield Stress -Annex F)	1000.0
9.1.2 (Percentage Elongation on Gauge Length-Annex F)	1000.0
9.1.3 (Impact Strength-Annex F)	3000.0
9.2 (Butt Weld Bend Test -IS 1599)	8000.0
9.4 (Increased Metal Recovery Test-IS 13043)	3000.0
9.5 (Diffusible Hydrogen Evaluation Test-IS 11802)	5000.0
9.6 (Radiographic Test-IS 1182)	1000.0
8.2 (Carbon)	500.0
8.2 (Silicon)	500.0
8.2 (Manganese)	500.0
8.2 (Sulphur)	500.0
8.2 (Phosphorus)	500.0
8.2 (Nickel)	500.0
8.2 (Chromium)	500.0
8.2 (Molybdenum)	500.0
8.2 (Vanadium)	500.0
8.2 (Combined limit for Mn+Ni+Cr+Mo+V)	500.0

484

IS 9925 (2024) - Determination of Gold and Silver in Gold and Silver Thread and Embroidery Materials-Method

Determination of Gold and Silver in Gold and Silver Thread and Embroidery Materials-Method

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
5 (Silver - IS 9925:2024)	2000.0
4 (Gold - IS 9925:2024)	2000.0

485

IS 269 (2015) - Ordinary portland cement - Specification (Sixth Revision) [OLD]

Ordinary portland cement - Specification (Sixth Revision)

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
7, Table 3, Sl No 4c (Compressive strength, MPa (c) 672 ± 4 h IS 4031 (Part 6):1988)	1000.0
7, Table 3, Sl No 4b (Compressive strength, MPa (b) 168 ± 2 h IS 4031 (Part 6):1988)	1000.0
7, Table 3, Sl No 4a (Compressive strength, MPa-(a) 72 ± 1 h IS 4031 (Part 6):1988)	1000.0
7, Table 3, Sl No 3b (Setting time: b) Final, IS 4031 (Part 5):1988)	250.0
7, Table 3, Sl No 3a (Setting time: a) Initial IS 4031 (Part 5):1988)	250.0
7, Table 3, Sl No 2b (Soundness b) By autoclave test method IS 4031 (Part 3):1988)	1000.0
7, Table 3, Sl No 2a (Soundness: a) By Le-Chatelier method, IS 4031 (Part 3):1988)	500.0
7, Table 3, Sl No 1 (Fineness IS 4031 (Part 2):1999)	1000.0
6.1, Table2, Sl No 8 (Alkali content IS 4032:1985)	1000.0
6.1, Table2, Sl No 7 (Chloride content IS 4032:1985)	500.0
6.1, Table2, Sl No 6 (Loss on ignition IS 4032:1985)	600.0
6.1, Table2, Sl No 5 (Total Sulphur content percent by mass, IS 4032:1985)	500.0
6.1, Table2, Sl No 4 (Magnesia IS 4032:1985)	600.0
6.1, Table2, Sl No 3 (Insoluble residue, IS 4032:1985)	600.0
6.1, Table2, Sl No 2 (Ratio of percentage of alumina to that of iron oxide IS 4032:1985)	600.0
6.1, Table2, Sl No 1 (Ratio of percentage of lime to percentages of silica, alumina and iron oxide, IS 4032 : 1985)	600.0
13 (The standard consistency of cement paste(IS 4031(4):1988))	500.0
Custom (Compressive strength, MPa-24h IS 4031 (Part 6):1988)	1000.0
Custom (Fineness of Cement by Wet Sieving [as per IS 4031 (Part 15): 1991])	500.0
6.1 Table 2 Note 2.a (Tricalcium aluminate content, percent by mass)	-
6.1 Table 2 Note 2.b (Tricalcium Silicate content, percent by mass, Minimum)	-
custom (Specific gravity/Density (as per IS 4031(11)1988))	500.0

486

RDSO C-9505 (2001) - Schedule of Technical Requirements for Enhanced Capacity (Alloy Steel) Screw Couplings used on Railway Coaches

Schedule of Technical Requirements for Enhanced Capacity (Alloy Steel) Screw Couplings used on Railway Coaches

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
7.3.2 (Destruction Test)	7500.0
7.3.1 (Impact Test)	7500.0
7.3.1 (Impact Test)	7500.0
7.3.2 (Destruction Test)	7500.0

487

IS 11169 : Part 1 (1984) - SPECIFICATION FOR STEELS FOR COLD HEADING/COLD EXTRUSION APPLICATIONS (PART 1 WROUGHT CARBON AND LOW ALLOY STEELS)

SPECIFICATION FOR STEELS FOR COLD HEADING/COLD EXTRUSION APPLICATIONS (PART 1 WROUGHT CARBON AND LOW ALLOY STEELS)

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
11.1.1 (Hardenability)	8000.0
10.3 (Inclusion rating)	4000.0
9.2 (Impact Strength)	3000.0
8.1 (Hardness)	1000.0
7.4 (Macro test)	1000.0
6.1 (Diameter of Wire)	500.0
4 (Boron)	500.0
4 (Vanadium)	500.0