541 |
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) |
- View breakup
-
Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
IS 5523 (Coating thickness) |
2000.0 |
|
|
542 |
IS 7318 : Part 1 (1974) - Approval test for welders when welding procedure approval is not required: Part 1 fusion welding of steel |
Approval test for welders when welding procedure approval is not required: Part 1 fusion welding of steel |
- View breakup
-
Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
NA (Radiography examination) |
1000.0 |
|
|
543 |
IS 2830 (2012) - Carbon steel cast billet ingots, billets, blooms and slabs for re-rolling into steel for general structural purposes - Specification (Third Revision) |
Carbon steel cast billet ingots, billets, blooms and slabs for re-rolling into steel for general structural purposes - Specification (Third Revision) |
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-
Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
10.1(b) (Sulphur print test) |
3500.0 |
|
|
544 |
IS 710 (2010) - Marine plywood - Specification (Second Revision) |
Marine plywood - Specification (Second Revision) |
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-
Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
No Record Found
|
|
545 |
IS 1003 : Part 1 (2003) - Timber Panelled and Glazed shutters |
Timber Panelled and Glazed shutters |
- View breakup
-
Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
10 (Glazing -IS 1003 (Part 1) : 2003) |
1000.0 |
|
|
546 |
IS 15622 (2017) - Pressed Ceramic Tiles - Specification (First Revision) |
Pressed Ceramic Tiles - Specification (First Revision) |
- View breakup
-
Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
6, Tables 5 to 9, Sl No (i), (f) (Surface Quality-IS13630 (Part1):2019) |
500.0 |
|
6, Tables 5 to 9, Sl No (i), (a) (Dimensions-Length-IS13630 (Part1):2019) |
1000.0 |
|
6, Tables 5 to 9, Sl No (i), (a) (Dimensions-Width -IS:13630 (Part1):2019) |
1000.0 |
|
6, Tables 5 to 9, Sl No (i), (b) (Dimension-Thickness-Deviation in percent from work size -IS: 13630 (Part1):2019) |
1000.0 |
|
6, Tables 5 to 9, Sl No (ii), (a) (Water Absorption-IS13630 (Part 2):2019) |
1000.0 |
|
6, Tables 5 to 9, Sl No (ii), (b) (Modulus of rupture in N/mm²- IS13630 (Part6):2019) |
2000.0 |
|
6, Tables 5 to 9, Sl No (ii), (c) (Breaking of strength in N- IS13630 (Part 6):2019) |
2000.0 |
|
6, Tables 5 to 9, Sl No (ii), (e) (Scratch Hardness of surface (Mohs' Scale)-IS13630 (Part 13):2019) |
2000.0 |
|
6, Tables 5 to 9, Sl No (ii), (g) (Coefficient of Linear thermal expansion from ambient temperature to 100° C(K raise to -1)-IS 13630 (Part 4):2019) |
1000.0 |
|
6, Tables 5 to 9, Sl No (ii), (h) (Thermal shock resistance- IS 13630 (Part 5):2019) |
2000.0 |
|
6, Tables 8 and 9, Sl No (ii), (q) (Bulk Density-IS13630 (Part 2):2019) |
1000.0 |
|
6, Tables 5 to 9, Sl No (ii), (j) (Crazing Resistance- IS13630 (Part 9):2019) |
1500.0 |
|
6, Table 9, Sl No (iii), (a, b, c)-1(Part 8) (Chemical properties-glazed- IS13630 (Part 8):2019) |
5000.0 |
|
6, Table 9, Sl No (iii), (a,b,c)-2-(Part 7) (Chemical properties-Unglazed-IS13630 (Part 7):2019) |
5000.0 |
|
6, Tables 5 to 9, Sl No (i), (e-1,2,3) (Surface Flatness-Maximum deviation in percent from flatness-(Centre curvature, Edge curvature & warpage) -IS: 13630 (Part1):2019) |
500.0 |
|
6, Tables 5 to 9, Sl No (i), (c) (Straightness of sides(Facial sides)Maximum deviation in percent to corresponding work size- IS13630 (Part1):2019) |
500.0 |
|
6, Tables 5 to 9, Sl No (i), (d) (Rectangularity-Maximum deviation in percent to corresponding work size-IS: 13630 (Part1):2019) |
500.0 |
|
6, Tables 5 to 9, Sl No (iii), (a) (Resistance to staining IS 13630(8)/(7):2019) |
1000.0 |
|
6, Tables 5 to 9, Sl No (iii), (b) (Resistance to household chemicals swimming pools, and water cleansers except to cleansing agents containing hydrofluoric acid and its compounds IS 13630(8)/(7):2019) |
1000.0 |
|
6, Tables 5 to 9, Sl No (iii), (c) (Resistance to acid and alkalies (with exception of hydrofloric acid and its compounds-IS 13630(8)/(7):2019) |
1000.0 |
|
6, Tables 5 to 9, Sl No (ii), (k) (Impact resistance-Coefficient of Restitution-IS13630 (Part 14):2019) |
3000.0 |
|
6, Tables 5 to 9, Sl No (ii), (f) (Resistance to Surface Abrasion of Glazed Tiles(Class I to V Floor Tiles)-IS13630 (Part 11):2019) |
2000.0 |
|
6, Tables 5 to 9, Sl No (ii), (d) (Moisture expansion in mm/m-IS13630 (Part 3):2019) |
1000.0 |
|
|
547 |
IS 6304 (1992) - Stationary batteries - Lead - Acid type - With pasted positive plates - Specification (Second Revision) |
Stationary batteries - Lead - Acid type - With pasted positive plates - Specification (Second Revision) |
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Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
8.8.2 (Watt Hour Efficiency) |
7500.0 |
|
|
548 |
IS 4000 (1992) - Code for practice for High strength bolts in steel structures |
Code for practice for High strength bolts in steel structures |
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Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
5.4.1 (Slip Factor - Surface Blasted with shot or grit with any loose rust removed, no pitting - consideration of 3 Specimens) |
18000.0 |
|
5.4.1 (Slip Factor - Surface blasted with shot or grit and hot-dip galvanized - consideration of 3 Specimens) |
18000.0 |
|
5.4.1 (Slip Factor- Surface blasted with shot or grit and spray-metallized with zinc ( thickness 50-70 microns) - consideration of 3 Specimens) |
18000.0 |
|
5.4.1 (Slip Factor- Surfaces Blasted with shot or grit and painted with ethyl-zinc silicate coat ( thickness 30-60 microns) - consideration of 3 Specimens) |
18000.0 |
|
5.4.1 (Slip Factor - Surfaces Blasted with shot or grit and painted with ethyl-zinc silicate coat (thickness 60-80 microns) - consideration of 3 Specimens) |
18000.0 |
|
5.4.1 (Slip Factor - Surfaces blasted with shot or grit and painted with alcali-zinc silicate coat (thickness 60-80 microns) - consideration of 3 Specimens) |
18000.0 |
|
5.4.1 (Slip Factor - Surface Blasted with shot or grit and spraymetallized with aluminium (thickness >50 microns) - consideration of 3 Specimens) |
18000.0 |
|
5.4.1 (Slip Factor - Surface Not Treated - consideration of 3 Specimens) |
18000.0 |
|
5.4.1 (Slip Factor - Surface Not Treated - consideration of 5 Specimens) |
30000.0 |
|
5.4.1 (Slip Factor - Surface Blasted with shot or grit with any loose rust removed, no pitting - consideration of 5 Specimens) |
30000.0 |
|
5.4.1 (Slip Factor - Surface blasted with shot or grit and hot-dip galvanized - consideration of 5 Specimens) |
30000.0 |
|
5.4.1 (Slip Factor- Surface blasted with shot or grit and spray-metallized with zinc ( thickness 50-70 microns) - consideration of 5 Specimens) |
30000.0 |
|
5.4.1 (Slip Factor- Surfaces Blasted with shot or grit and painted with ethyl-zinc silicate coat ( thickness 30-60 microns) - consideration of 5 Specimens) |
30000.0 |
|
5.4.1 (Slip Factor - Surfaces Blasted with shot or grit and painted with ethyl-zinc silicate coat (thickness 60-80 microns) - consideration of 5 Specimens) |
30000.0 |
|
5.4.1 (Slip Factor - Surfaces blasted with shot or grit and painted with alcali-zinc silicate coat (thickness 60-80 microns)- consideration of 5 Specimens) |
30000.0 |
|
5.4.1 (Slip Factor - Surface Blasted with shot or grit and spraymetallized with aluminium (thickness >50 microns)- consideration of 5 Specimens) |
30000.0 |
|
B-4 (Slip Load for Slip Factor - Surface Blasted with shot or grit without Paint/Coat) |
6000.0 |
|
B-4 (Slip Load for Slip Factor - Surface Blasted with shot or grit and Painted/ Coated) |
6000.0 |
|
|
549 |
IS 303 (1989) - Plywood for General Purposes - |
Plywood for General Purposes - |
- View breakup
-
Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
9 (Workmanship & Finish-IS 303:1989) |
1500.0 |
|
5, Table 1 & 2 (Classification by Appearance-IS 303:1989) |
2000.0 |
|
8 & Table 3 (Dimensions and Tolerances-IS 303:1989, Annex C) |
2000.0 |
|
11.3 (Moisture content-IS 1734 (Part 1):1983) |
1000.0 |
|
11.4 & Table 4 (Static Bending Strength-IS 1734 (Part 11):1983) |
3000.0 |
|
11.2.1 (Glue Adhesion-Water Resistance Test- IS 303:1989 & IS 1734 (Part 5):1983) |
2000.0 |
|
11.2.2 (Glue Adhesion-Mycological Test -IS 1734 (Part 7):1983 & IS 1734 (Part 5):1983) |
1500.0 |
|
|
550 |
IS 1239 : Part 1 (2004) - Steel Tubes, Tubulars and Other Wrought Steel Fittings : Part 1 Steel Tubes (BI-LINGUAL) |
Steel Tubes, Tubulars and Other Wrought Steel Fittings : Part 1 Steel Tubes (BI-LINGUAL) |
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Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
14.3 (Flattening Test on tube above 50 mm NB) |
1000.0 |
|
14.2 (Bend test on tube (upto and including 50 mm NB)) |
1000.0 |
|
8.1 (Mass per meter) |
1000.0 |
|
8 (Dimensions) |
1000.0 |
|
14.1.1(b)(2) (% Elongation) |
1000.0 |
|
14.1.1(b)(1) (% Elongation) |
1000.0 |
|
14.1 (Tensile Strength) |
2000.0 |
|
15 (Workmanship) |
500.0 |
|
12 (Galvanising (Mass of Zinc Coating)) |
2000.0 |
|
7 (Chemical Analysis ( As per Annexure)) |
3000.0 |
|
12 (Uniformity of Coating) |
500.0 |
|
|
551 |
IS 2645 (2003) - Integral waterproofing compounds for cement mortar and concrete - Specification (Second Revision) |
Integral waterproofing compounds for cement mortar and concrete - Specification (Second Revision) |
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-
Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
3.3.b (Compressive Strength-7days) |
2000.0 |
|
3.3.a (Compressive Strength-3 days) |
2000.0 |
|
3.2.b (Setting Time (Final Setting Time)) |
500.0 |
|
3.2.a (Setting Time (Initial Setting Time)) |
500.0 |
|
3.1 (Permeability to Water) |
3000.0 |
|
3.4 (Chloride Content, %) |
2000.0 |
|
|
552 |
IS 1130 (1969) - Marble (blocks, Slabs And Tiles) |
Marble (blocks, Slabs And Tiles) |
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Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
7 (Specific Gravity) |
1000.0 |
|
7 (Moisture Absorption (as per 1124), %) |
1000.0 |
|
7 (Hardness) |
2000.0 |
|
|
553 |
Technical Data Specification (0) - Technical Data Specification |
Technical Data Specification |
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-
Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
NA (Dimensions) |
500.0 |
|
NA (Capacity) |
500.0 |
|
NA (Dimensions) |
500.0 |
|
1 () |
- |
|
|
554 |
IS 516 : Part 5 : Sec 4 (2020) - Hardened Concrete Methods of Test Part 5 Non-Destructive Testing of Concrete Section 4 Rebound Hammer Test ( First Revision ) |
Hardened Concrete Methods of Test Part 5 Non-Destructive Testing of Concrete Section 4 Rebound Hammer Test ( First Revision ) |
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Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
0 (Rebound hammer test (field test) -Per Ten locations) |
15000.0 |
|
|
555 |
IS 516 : Part 4 (2018) - Hardened Concrete -Methods of Test -Part 4, Sampling, Preparing and Testing of Concrete Cores ( First Revision ) ( IS 516 :(Part 4):2018) |
Hardened Concrete -Methods of Test -Part 4, Sampling, Preparing and Testing of Concrete Cores ( First Revision ) ( IS 516 :(Part 4):2018) |
- View breakup
-
Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
8 (Equivalent Cube Strength of Concrete core 1 set IS 516 (Part 4):2018) |
4000.0 |
|
8 (Equivalent Compressive Strength of core samples with preparation, N/mm^2) |
5000.0 |
|
ASTM (Cement - Aggregate content in Concrete core) |
4000.0 |
|
|
556 |
IS 1489 (Part 1) (2015) - Portland pozzolana cement - Specification: Part 1 Fly Ash Based |
Portland pozzolana cement - Specification: Part 1 Fly Ash Based |
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-
Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
7, Table 2, Sl No 1 (Fineness IS 4031(2):1999) |
1000.0 |
|
7, Table 2, Sl No 6 (Drying Shrinkage IS 4031(10):1988) |
1000.0 |
|
7, Table 2, Sl No 4c (28 Days Compressive strength, IS 4031(6):1988) |
1000.0 |
|
7, Table 2, Sl No 4b (7 Days Compressive strength, IS 4031(6):1988) |
1000.0 |
|
7, Table 2, Sl No 4a (3 Days Compressive strength, IS 4031(6):1988) |
1000.0 |
|
7, Table 2, Sl No 3b (Setting time-Final IS 4031(5):1988) |
250.0 |
|
7, Table 2, Sl No 3a (Setting time-Initial IS 4031(5):1988) |
250.0 |
|
7, Table 2, Sl No 2b (Soundness-autoclave method IS 4031(3):1988) |
1000.0 |
|
7, Table 2, Sl No 2a (Soundness-Lechatlier method IS 4031(3):1988) |
500.0 |
|
6, Table 1, Sl No 6 (Alkali content IS 4032:1985) |
2000.0 |
|
6, Table 1, Sl No 5 (Chloride content, IS 4032:1985) |
800.0 |
|
6, Table 1, Sl No 4 (Loss on ignition IS 4032:1985) |
800.0 |
|
6, Table 1, Sl No 3 (Total Sulphur content IS 4032:1985) |
800.0 |
|
6, Table 1, Sl No 2 (Magnesia IS 4032:1985) |
600.0 |
|
6, Table 1, Sl No 1 (Insoluble residue, IS 4032:1985) |
1000.0 |
|
13 (Consistency of Cement) |
500.0 |
|
7 (Compressive strength-24 +/- 1 h) |
1000.0 |
|
Custom (Fineness of Cement by Wet Sieving [as per IS 4031 (Part 15): 1991]) |
500.0 |
|
|
557 |
IS IS 1708 : Part 15 (1986) - Timber |
Timber |
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-
Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
0 (Nail and screw holding power) |
3000.0 |
|
|
558 |
IS IS 1708 : Part 12 (1986) - Timber |
Timber |
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-
Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
0 (Tensile Strength parallel to Grain) |
2000.0 |
|
|
559 |
IS IS 1708 : Part 11 (1986) - Timber |
Timber |
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Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
0 (Shear strength parallel to Grain) |
1500.0 |
|
|
560 |
IS IS 1708 : Part 9 (1986) - Timber |
Timber |
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-
Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
0 (Compressive Strength Perpendicular to Grain) |
3000.0 |
|
|
561 |
IS IS 1708 : Part 8 (1986) - Timber |
Timber |
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Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
0 (Compressive Strength Parallel to Grain) |
3000.0 |
|
|
562 |
IS IS 1708 : Part 5 (1986) - Timber |
Timber |
- View breakup
-
Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
0 (Static Bending Strength) |
3000.0 |
|
|
563 |
IS IS 1708 : Part 2 (1986) - Timber |
Timber |
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-
Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
0 (Specific Gravity) |
500.0 |
|
|
564 |
IS IS 1708 : Part 1 (1986) - Timber |
Timber |
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-
Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
0 (Moisture Content) |
1000.0 |
|
|
565 |
IS 383 (2016) - Coarse and Fine Aggregate for Concrete - Specification (Third Revision) |
Coarse and Fine Aggregate for Concrete - Specification (Third Revision) |
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-
Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
6 (Size and Grading of Aggregates-Sieve Analysis) |
2000.0 |
|
5.2 (Deleterious materials) |
2000.0 |
|
5.6 (Alkali aggregate reactivity, m.mol/lit.) |
3000.0 |
|
5.5 (Soundness) |
2000.0 |
|
5.4.3 (Abrasion Value, %) |
1500.0 |
|
5.4.2 (Impact Value, %) |
1500.0 |
|
5.4.1 (Crushing Value/Ten percent) |
1500.0 |
|
5.3 (Combined Elongation Index and Flakiness Index) |
3000.0 |
|
5.7 (Specific gravity) |
500.0 |
|
5.7 (Water absorption) |
1000.0 |
|
5.2 (Deleterious materials) |
2000.0 |
|
5.3 (Flakiness Index-%) |
1500.0 |
|
5.3 (Elongation Index-%) |
1500.0 |
|
|
566 |
NSS 2022 (2022) - Non Standard Specification (NSS) as per Customer's request |
Non Standard Specification (NSS) as per Customer's request |
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-
Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
1 (As per customer's request) |
1200.0 |
|
|
567 |
IS 3589 (2001) - Steel pipes for water and sewage (168.3 To 2540 Mm Outside Diameter) - Specification (Third Revision) |
Steel pipes for water and sewage (168.3 To 2540 Mm Outside Diameter) - Specification (Third Revision) |
- View breakup
-
Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
9.2 (Flattening test) |
1000.0 |
|
9.1 (Elongation) |
1000.0 |
|
9.1 (Yield Strength) |
1000.0 |
|
9.1 (Tensile Strength) |
1000.0 |
|
12.5 (Straightness) |
1000.0 |
|
14 (Visual Inspection, Apperance and Workman ship) |
1000.0 |
|
11 (Weight) |
1000.0 |
|
11 (Dimension (Diameter)) |
1000.0 |
|
9.3 (Guided Bend Test (Face Bend and Root Bend) as per cl.9.3.1 of IS 3589 or relevant Specification) |
1500.0 |
|
10 (Hydraulic Pressure Test / Leak Test as per Clause 10.1 of IS 3589 or relevant Specification) |
2500.0 |
|
|
568 |
IS 12823 (2015) - Wood Products - Prelaminated Particle Boards -Specification |
Wood Products - Prelaminated Particle Boards -Specification |
- View breakup
-
Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
10.14 (Resistance to Stain-IS 12823:2015 Annex G) |
1500.0 |
|
10.13 (Resistance to Cigarette Burn-IS 12823:2015 Annex F) |
500.0 |
|
10.12 (Resistance to Crack-IS 12823:2015 Annex E) |
500.0 |
|
10.11 (Resistance to Steam-IS 12823:2015 Annex D) |
500.0 |
|
10.10 Table 2, Sl No (ix) (Abrasion Resistance-IS 12823:2015 Annex C) |
5000.0 |
|
10.9, Table 2, Sl No (viii) (Screw Withdrawal Strength -IS 2380 (Part 14):1977) |
1500.0 |
|
10.8, Table 2, Sl No (vii) (Tensile strength perpendicular to surface after ageing-IS 12823:2015 &-IS 2380 (Part 5):1977) |
2000.0 |
|
10.7 Table 2, Sl No (vi) (Tensile strength perpendicular to surface-IS 2380 (Part 5):1977) |
2000.0 |
|
10.6Table 2, Sl No (v) (Modulus of Rupture & Modulus of Elasticity-IS 2380 (Part 4):1977) |
2500.0 |
|
10.5 Table 2, Sl No (iv) (Swelling in Water-IS 2380 (Part 17):1977) |
1000.0 |
|
10.4 Table 2, Sl No (iii) (Water Absorption-IS 2380 (Part 16):1977) |
1000.0 |
|
10.3 (Moisture Content-IS 2380 (Part 3):1977) |
1000.0 |
|
10.2, Table 2, Sl No (i) & (ii) (Density-IS 2380 (Part 3):1977) |
500.0 |
|
8 (Dimension & Tolerances-IS 12823:2015 Annex B) |
500.0 |
|
7 (Finish-IS 12823:2015) |
1000.0 |
|
|
569 |
IS 516 : Part 1 : Sec 1 (2021) - Hardened concrete methods of test part 1 testing of strength of hardened concrete section 1 compressive,flexucal and split tensile strength (First Revision) |
Hardened concrete methods of test part 1 testing of strength of hardened concrete section 1 compressive,flexucal and split tensile strength (First Revision) |
- View breakup
-
Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
3 (Compressive Strength of CC Cube 1 set IS 516 (Part1)/Sec1:2021) |
1200.0 |
|
4 (Flexural Strength of Concrete Beam [as per IS 516 (Part 1) : 2021], in N/mm^2) |
4000.0 |
|
3 (Compressive strength of Concrete (Without Additives), in N/mm^2) |
1200.0 |
|
3 (Compressive strength of Concrete (With Additives), in N/mm^2) |
1200.0 |
|
|
570 |
IS 1293 (2019) - Plugs and socket - Outlets of rated Voltage up to and including 250 Volts and rated current up to and including 16 amperes - Specification (Fourth Revision) |
Plugs and socket - Outlets of rated Voltage up to and including 250 Volts and rated current up to and including 16 amperes - Specification (Fourth Revision) |
- View breakup
-
Clause No. |
Testing Charges (Excl. Of Taxes) |
NABL |
8 (Marking) |
500.0 |
|
6 (Rating) |
50.0 |
|
7 (Classification) |
100.0 |
|
9 (Checking of Dimensions ) |
500.0 |
|
11 (Provisions for Earthing ) |
100.0 |
|
12 (Terminals) |
- |
|
21 ( Normal Operation (For 6 & 16A)) |
4000.0 |
|
20 (Breaking Capacity) |
1500.0 |
|
19 (Temperature rise test (For 6 & 16A)) |
500.0 |
|
21 ( Normal Operation (For 6A)) |
1200.0 |
|
21 ( Normal Operation (For 16A)) |
3200.0 |
|
19 (Temperature rise test (For 16A)) |
2000.0 |
|
19 (Temperature rise test (For 6A)) |
1800.0 |
|
28 (Test for Resistance to Abnormal Heat to fire and to tracking) |
- |
|
25 (Resistance to heat ) |
- |
|
10 (Protection against Electric Shocks ) |
100.0 |
|
13 (Constructional Requirements) |
100.0 |
|
16 ( Resistance to Ageing to to Harmful ingress of water and to humidity) |
1000.0 |
|
17 (Insulation Resistance and electric strength ) |
- |
|
18 (Operation of earthing contacts) |
800.0 |
|
22 (Force Necessary to withdraw the Plug ) |
- |
|
23 (Flexible cables and their connection ) |
- |
|
26 (Test for Screws Current carrying parts & connection ) |
200.0 |
|
27 (Creepage distances and clearances and distances through sealing compound) |
200.0 |
|
29 (Test for Resistance to Rusting) |
- |
|
14 (Construction of Plugs & Portable Socket outlets ) |
- |
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15 (Inter-locked socket outlets ) |
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30 (Additional tests on pins provided with insulating Sleeves ) |
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25.2 (Ball pressure test at 125 ± 20C for one hour for parts of insulating material necessary to retain current carrying parts ) |
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4 (General Requirement) |
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3 (Terminology) |
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5 (General Notes on Tests) |
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24 (Mechanical Strength) |
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