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National Test House (WR), Mumbai

Plot No. F 10, M.I.D.C, Marol, Andheri (E), Mumbai Maharashtra - 400093, Mumbai, Mumbai, Maharashtra, 400093

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636 Results

S.No.

Standard No.

Product

Testing Charges (Excl. Of Taxes)

631

IS 694 (2010) - Polyvinyl chloride insulated unsheathed and sheathed cables/cords with rigid and flexible conductor for rated voltages up to and including 1100 v (Fourth Revision)

Polyvinyl chloride insulated unsheathed and sheathed cables/cords with rigid and flexible conductor for rated voltages up to and including 1100 v (Fourth Revision)

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Clause No.	Testing Charges (Excl. Of Taxes)	NABL
15 (Marking of the cable)	1500.0
11.2 (Legibility of marking)	100.0
11.1 (Durability of marking)	100.0
11 (Cable identification)	200.0
Table 1 tests Sl No 1 (iii) a (4) (Conductor resistance )	1500.0
Table 1. iii. b(5) (Overall dimension)	500.0
Table 1. iii. c.3(2) (Percentage elongation after ageing for insulation(Core 1))	500.0
Table 1. iii. d.2 (Loss of mass test for sheath)	-
Table 1. iii. e.1(1) (High voltage test (water immersion test))	3000.0
Table 1. iii. e.3 , ii.g (Insulation resistance test)	2000.0
Table 1. iii. e.3 , ii.g (Insulation resistance test)	2000.0
Table 1. iii. e.4(1) (Flammability Test on complete cable -Period of burning)	500.0
Table 1. Sl No.ii (Acceptance Test)	12000.0
Table 1 tests Sl No 1 (iii) a (1) (Elongation property of annealed copper)	1000.0
Table 1 tests Sl No 1 (iii) a (2) (Tensile strength of Aluminium wire)	1000.0
Table 1 tests Sl No 1 (iii) b (Average thickness of insulation)	250.0
Table 1 tests Sl No 1 (iii) b (Minimum thickness of insulation)	250.0
Table 1 tests Sl No 1 (iii) b (Average thickness of sheath)	250.0
Table 1 tests Sl No 1 (iii) b (Minimum thickness of sheath)	250.0
Table 1 tests Sl No 1 (iii) C (1) (Elongation before ageing)	500.0
Table 1 tests Sl No 1 (iii) C (3) (Tensile strength after ageing)	500.0
Table 1 tests Sl No 1 (iii) C (3) (Elongation after ageing)	500.0
Table 1 tests Sl No 1 (iii) C (4) (Shrinkage)	500.0
Table 1 tests Sl No 1 (iii) C (5) (Heat shock)	500.0
Table 1 tests Sl No 1 (iii) d (6) (Depth of indentation)	500.0
Table 1 tests Sl No 1 (iii) C (7) (Thermal stability)	500.0
Table 1 tests Sl No 1 (iii) C (8) (Cold bend test)	1000.0
Table 1 tests Sl No 1 (iii) C (9) (Cold impact test)	1000.0
Table 1 tests Sl No 1 (iii) C (11) (Oxygen index )	5000.0
Table 1 tests Sl No 1 (iii) C (13) (Halogen acid gas evaluation)	5000.0
Table 1 tests Sl No 1 (iii) C (12) (Temperature index)	5000.0
Table 1 tests Sl No 1 (iii) C (14) (Smoke density rating)	5000.0
Table 1 tests Sl No 1 (iii) e (1) (High voltage test DC)	2000.0
Table 1 tests Sl No 1 (iii) e (3) (Volume resistivity at ambient temperature (27 degree C +/- 2 degree C ))	500.0
Table 1 tests Sl No 1 (iii) e (3) (Volume resistivity at maximum rated temperature (For Type A-70 Degree C and For Type C -85 Degree C)	500.0
Table 1 tests Sl No 1 (ii) q (Persulphate test )	1500.0
Table 1 tests Sl No 1 (iii) d (1) (Tensile strength)	500.0
Table 1 tests Sl No 1 (iii) d (1) (Elongation)	500.0
Table 1 tests Sl No 1 (iii) d (4) (Shrinkage)	500.0
Table 1 tests Sl No 1 (iii) d (5) (Heat shock)	500.0
Table 1 tests Sl No 1 (iii) d (6) (Depth of indentation)	500.0
Table 1 tests Sl No 1 (iii) d (7) (Thermal stability)	500.0
Table 1 tests Sl No 1 (iii) d (8) (Oxygen index )	5000.0
Table 1 tests Sl No 1 (iii) d (10) (Halogen acid gas evaluation)	5000.0
Table 1 tests Sl No 1 (iii) d (9) (Temperature index)	5000.0
Table 1 tests Sl No 1 (iii) d (11) (Smoke density rating)	5000.0
Table 1 tests Sl No 1 (iii) d (12) (Cold bend test)	1000.0
Table 1 tests Sl No 1 (iii) d (13) (Cold impact test)	1000.0

632

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
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
7.2 (Mass per metre run, kg/m - IS 1786: 2008)	1000.0
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
9.2 (Yield Stress/ 0.2 % Proof Stress. N/mm² -- IS 1608 (Part 1): 2022.)	1000.0
9.2 (1) (TS/ YS Ratio - (IS 1786: 2008/ IS 1608 (Part 1): 2022).)	-
9.3 (Bend test - IS 1599: 2023.)	1000.0
9.4 (Rebend test (0 - 28 mm) - IS 1786: 2008)	1000.0
9.4 (1) (Rebend test (32 to 40mm)- IS 1786: 2008)	1500.0
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.)	-
9.2 (2) (Elongation Percent on gauge length of 5.65 Square Root of Crosss- Sectional Area, % - IS 1608 (Part 1): 2022.)	1000.0
4.2 (19) (Chemical composition of Micro alloying elements, % by mass.)	4000.0
4.2 (1) (Carbon Equivalent (CE), , % by mass.)	2000.0

633

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
9.6 (Radiographic Test-IS 1182)	1000.0
9.4 (Increased Metal Recovery Test-IS 13043)	3000.0
9.5 (Diffusible Hydrogen Evaluation Test-IS 11802)	5000.0
9.2 (Butt Weld Bend Test -IS 1599)	8000.0
9.1.3 (Impact Strength-Annex F)	3000.0
9.1.2 (Percentage Elongation on Gauge Length-Annex F)	1000.0
9.1.2 (Yield Stress -Annex F)	1000.0
9.1.2 (Ultimate Tensile Strength -Annex F)	1000.0
9.1.1 (Preparation of Weld assembly)	4000.0
B7 (Coating Ratio)	500.0
7.4 (Defects of Core Wire and Coverings)	250.0
7.3 (Concentricity of Flux Covering With Core Wire)	250.0
7.2.2 (Arc striking End)	500.0
7.2.1 (Contact End)	500.0
7.1.2 (Length of Electrode)	500.0
7.1.1 (Diameter of Core Wire)	500.0

634

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 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 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
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
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)	-
7, Table 3, Sl No 1 (Fineness IS 4031 (Part 2):1999)	1000.0
Custom (Compressive strength, MPa-24h IS 4031 (Part 6):1988)	1000.0
13 (The standard consistency of cement paste(IS 4031(4):1988))	500.0
Custom (Fineness of Cement by Wet Sieving [as per IS 4031 (Part 15): 1991])	500.0

635

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
7.5 (De-Carburization)	2000.0
7.4 (Macro test)	1000.0
6.2 (Out of Roundness)	500.0
6.1 (Diameter of Wire)	500.0
4 (Copper)	500.0
4 (Tin)	500.0
4 (Sulphur)	500.0
4 (Nickel)	500.0

636

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