| 1261 |
JBS TESTING SOLUTIONS PVT LTD (27), JALANDHAR
| 9164606
| IS 5312 : Part 1 (2004) |
Swing Check Type Reflux (Non-Return] Valves for Water Works Purposes - Part 1 : Single-Door Pattern |
For Size 50 to 700mm only |
8550 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 4(Nominal Sizes) |
- |
6050 |
|
• 8550 for complete testing upto and including 100 mm
• 13000 for complete testing from 125 mm and including 300 mm
* 18500 for complete testing from 350 mm and including 600 mm
• 22500 for above 600 mm |
| 4.1.1(Actual bore) |
- |
6050 |
|
For Complete Mechanical Dimension |
| 7.1(Coating) |
- |
6050 |
|
For Complete Mechanical Dimension |
| 8.2(Hydrostatic Body Test ) |
- |
2500 |
|
For complete Hydrostatic |
| 8.3(Hydrostatic Seat Test) |
- |
2500 |
|
For Complete Hydrostatic Test |
| 6.2(Manufacture Dimensions Table 2 ) |
- |
6050 |
|
For Complete Mechanical Dimension |
| 6.2(Manufacture Dimensions Table 2 ) |
- |
6050 |
|
For Complete Mechanical Dimension |
| 6.9(Manufacture ) |
- |
6050 |
|
For Complete Mechanical Dimension |
| 6.9(Manufacture ) |
- |
6050 |
|
For Complete Mechanical Dimension |
| 6.9(Manufacture ) |
- |
6050 |
|
For Complete Mechanical Dimension |
| 6.9(Manufacture ) |
- |
6050 |
|
For Complete Mechanical Dimension |
| 6.9(Manufacture ) |
- |
6050 |
|
For Complete Mechanical Dimension |
| 6.4(Manufacture ) |
- |
6050 |
|
For Complete Mechanical Dimension |
| 6.5(Manufacture ) |
- |
6050 |
|
For Complete Mechanical Dimension |
| 6.6(Manufacture ) |
- |
6050 |
|
For Complete Mechanical Dimension |
| 6.7(Manufacture ) |
- |
6050 |
|
For Complete Mechanical Dimension |
| 6.8(Manufacture ) |
- |
6050 |
|
For Complete Mechanical Dimension |
| 6.8.1(Manufacture ) |
- |
6050 |
|
For Complete Mechanical Dimension |
| 6.10(Manufacture ) |
- |
6050 |
|
For Complete Mechanical Dimension |
| 6.10.1(Manufacture ) |
- |
6050 |
|
For Complete Mechanical Dimension |
| 6.12(Door Faces) |
- |
6050 |
|
For Complete Mechanical Dimension |
| 6.13(By-pass arrangements) |
- |
2500 |
|
For Complete Hydrostatic Testing |
| 3(Nominal Pressure) |
- |
7500 |
|
• 8550 for complete testing upto and including 100 mm
• 13000 for complete testing from 125 mm and including 300 mm
* 18500 for complete testing from 350 mm and including 600 mm
• 22500 for above 600 mm |
|
- |
- - |
| 1262 |
GECS LAB PRIVATE LIMITED
| 9188536
| IS 15658 (2021) |
Concrete Paving Blocks - Specification ( First Revision ) |
M 30 to M 55 |
9200.00 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Clause 7.2 & 9.1.3, Table 2, SI No. (ix)(Deviation from squareness) |
- |
250 |
|
for set of 8 |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) ii)(Wet Abrasion resistance (Average of three test specimens)) |
- |
1500 |
|
for set of 3 |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) i)( Indivdual Wet Abrasion Resistance ) |
- |
500 |
|
for set of 1 |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) ii)(Dry Abrasion resistance (Average of three test specimens)) |
- |
1500 |
|
for set of 3 |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) i)( Indivdual Dry Abrasion Resistance ) |
- |
500 |
|
for set of 1 |
| Clause 7.2, Table No. 2, SI No. (iv)
(Indivdual Aspect Ratio, L/Th) |
- |
250 |
|
for set of 1 |
| Clause 7.2, Table No. 2, SI No. (iv)
(Aspect Ratio, L/Th) |
- |
250 |
|
for set of 8 |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Depth) |
- |
250 |
|
for set of 1 |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Depth) |
- |
250 |
|
for set of 8 |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Width) |
- |
250 |
|
for set of 1 |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Width) |
- |
250 |
|
for set of 8 |
| Clause 7.1.3
(Colour and Texture) |
- |
150 |
|
for set of 8 |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Compressive strength (Average of eight test specimens)) |
- |
1000 |
|
for set of 8 |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) a)(Indivdual Compressive strength (i)) |
- |
500 |
|
for set of 1 |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Higher) |
- |
250 |
|
for set of 1 |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Higher) |
- |
250 |
|
for set of 8 |
| Clause 7.2, Table No. 2, SI No. (ii)
(Indivdual Length, L) |
- |
250 |
|
for set of 1 |
| Clause 7.2, Table No. 2, SI No. (ii)
(Length, L) |
- |
250 |
|
for set of 8 |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Lower) |
- |
250 |
|
for set of 1 |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Lower) |
- |
250 |
|
for set of 8 |
| Clause 7.2, Table No. 2, SI No. (iii)
(Indivdual Thickness, Th) |
- |
250 |
|
for set of 1 |
| Clause 7.2, Table No. 2, SI No. (iii)
(Thickness, Th) |
- |
250 |
|
for set of 8 |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) b)(Average Flexural strength ) |
- |
1000 |
|
for set of 8 |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength (i)) |
- |
500 |
|
for set of 1 |
| Clause 7.1.1
(General Quality) |
- |
200 |
|
for set of 8 |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Indivdual Plan Area (Asp)) |
- |
200 |
|
for set of 1 |
| Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Indivdual Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
200 |
|
for set of 1 |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 25 cycles) |
- |
0 |
|
NA |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Cumulative Weight losses of specimen after 10, 25 & 50 cycles) |
- |
0 |
|
NA |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 50 cycles) |
- |
0 |
|
NA |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 25 cycles) |
- |
0 |
|
NA |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 10 cycles) |
- |
0 |
|
NA |
| Clause 7.3, Annex G(Individual Breaking Load) |
- |
0 |
|
NA |
| Clause 7.3, Annex F(Average Failure Load per unit Length) |
- |
0 |
|
NA |
| Clause 7.3, Annex F(Individual Failure Load per unit Length) |
- |
0 |
|
NA |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Indivdual Thickness of wearing Layer) |
- |
200 |
|
for set of 1 |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Thickness of wearing Layer) |
- |
50 |
|
for set of 8 |
| Clause 6.3
(Bonding and Delamination between the layers of paver blocks) |
- |
0 |
|
NA |
| Clause 3.20(Spacer nibs) |
- |
250 |
|
for set of 8 |
| 10(Marking) |
- |
0 |
|
NA |
| cl.5(Cement) |
- |
0 |
|
NA |
| 5.2(Mineral Admixture) |
- |
0 |
|
NA |
| 5.3(Chemical Admixtures) |
- |
0 |
|
NA |
| 5.4(Coarse and Fine
Aggregates) |
- |
0 |
|
NA |
| 5.5(Pigments) |
- |
0 |
|
NA |
| 5.6(Water) |
- |
0 |
|
NA |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) b)(Average Tensile splitting strength ) |
- |
1000 |
|
for set of 8 |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength (i)) |
- |
500 |
|
for set of 1 |
| Clause 7.2, Table No. 2, SI No. (i)
(Indivdual Width, W) |
- |
50 |
|
for set of 1 |
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) b)(Water absorption (Average of three test specimens)) |
- |
1500 |
|
for set of 3 |
| Clause 7.2, Table No. 2, SI No. (i)
(Width, W) |
- |
100 |
|
for set of 8 |
| Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
250 |
|
for set of 8 |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Plan Area (Asp)) |
- |
250 |
|
for set of 8 |
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) a)( Indivdual Water absorption) |
- |
1000 |
|
for set of 1 |
| Clauses 7.1.2 & 9.1.2
(Visual Inspection) |
- |
100 |
|
for set of 8 |
| Clause 7.3, Annex G(Average Breaking Load) |
- |
0 |
|
NA |
|
22 Sep, 2028 |
- - |
| 1263 |
ACCURATE TEST SOLUTIONS LLP
| 8192806
| IS 7834 : Part 1 (1987) |
injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 1 General requirements |
16 MM TO 315 MM |
8500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl.4(Minimum Thickness) |
- |
500 |
|
- |
| Cl. 5.1.1, 5.1.2, Table 1, Fig 1(Minimum Socket Length) |
- |
1000 |
|
- |
| Cl. 5.1.1, 5.1.2, Table 1, Fig 1(Mean Socket Internal Diameter at Mid-Point of Socket Length) |
- |
1000 |
|
- |
| Cl. 5.1.1, 5.1.2, Table 1, Fig 1(Out-of-roundness tolerances of socket inside diameter) |
- |
1000 |
|
- |
| Cl. 6.1(Stress Relief Test- Appendix A) |
- |
2000 |
|
- |
| Cl. 6.2(Opacity- Appendix B) |
- |
2000 |
|
- |
| Cl. 6.3(Effect on Water[(Lead ( first extraction )]- Appendix C) |
- |
5000 |
|
- |
| Cl. 6.3(Effect on Water[(Lead ( third extraction )]- Appendix C) |
- |
5000 |
|
- |
| Cl. 6.3(Effect on Water [Dialkyl tin C4, and higher homologues, measured as tin ( third extraction )]- Appendix C) |
- |
5000 |
|
- |
| Cl. 6.3(Effect on Water [Other toxic substances ( third extraction )]- Appendix C) |
- |
5000 |
|
- |
| Cl. 6.4(Short-Term Hydraulic Test- Appendix D) |
- |
4000 |
|
- |
| 3(Size of Fitting -) |
- |
500 |
|
- |
| 4(Minimum thickness) |
- |
500 |
|
- |
| 5(Socket dimensions) |
- |
3000 |
|
- |
| 6.1(Stress Relief Test) |
- |
2000 |
|
- |
| 6.2(Opacity) |
- |
2000 |
|
- |
| 6.3(Effect on Water) |
- |
5000 |
|
- |
| 6.4(Short-Term Hydraulic Test) |
- |
4000 |
|
- |
| 7.2(Production Routine Tests) |
- |
5000 |
|
- |
| Cl 6.3(Effect on Water Lead (first extraction)) |
- |
5000 |
|
- |
| Cl 6.3(Effect on Water Lead (third extraction)) |
- |
5000 |
|
- |
| Cl 6.3(Effect on Water Dialkyl tin C4 and higher homologues(measuredas tin )(third extraction )) |
- |
5000 |
|
- |
| Cl 6.3(Effect on Water Cadmium (mean of first extraction, second extraction and third extraction)) |
- |
5000 |
|
- |
| Cl 6.3(Effect on Water Mercury (mean of first extraction, second extraction and third extraction)) |
- |
5000 |
|
- |
| CL 4.0(Wall thickness (average of 4.0)) |
- |
500 |
|
- |
| CL 5.1(Sockt Length ( Take 4 reading and minimum will be reported)) |
- |
1000 |
|
- |
|
08 Dec, 2028 |
- Included w.e.f. 27.01.2026
Exclusion: 6.1.1 (VCM Content Test) |
| 1264 |
ACE TEST HOUSE PRIVATE LIMITED (8161906), NEW DELHI
| 8161906
| IS 8042 (2015) |
White portland cement - Specification (Third Revision) |
-- |
9360 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 5 - Table - 1 i(Ratio of percentage of lime to percentages of silica, alumina and iron oxide - Cl 4 of IS 4032:1985) |
- |
1000 |
|
- |
| 5 - Table - 1 ii(Iron oxide - Cl 4.5 of IS 4032:1985) |
- |
500 |
|
- |
| 5 - Table - 1 iii(Insoluble residue - Cl 4.10 of IS 4032:1985) |
- |
500 |
|
- |
| 5 - Table - 1 iv(Magnesia - Cl 4.8 of IS 4032:1985) |
- |
500 |
|
- |
| 5 - Table - 1 v(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 4.9 of IS 4032:1985) |
- |
500 |
|
- |
| 5 - Table - 1 vi(Loss on ignition - Cl 4.2 of IS 4032:1985) |
- |
500 |
|
- |
| 5 - Table - 1 vii(Chloride content - Cl 4.13 of IS 4032:1985) |
- |
500 |
|
- |
| 6 -Table 2- i(Fineness 4031 Part 2) |
- |
750 |
|
- |
| 6 -Table 2- ii- a(Expansion by Le Chatelier- 4031 Part 3) |
- |
250 |
|
- |
| 6 -Table 2- ii- a(Expansion after aeration - 4031 Part 3) |
- |
250 |
|
- |
| 6 -Table 2- ii- b(Expansion by Autoclave- 4031 Part 3) |
- |
500 |
|
- |
| 6-Table 2- ii- b(Expansion after aeration- 4031 Part 3) |
- |
360 |
|
- |
| 6 -Table 2- iii- a(Setting Time Initial- 4031 Part 5) |
- |
500 |
|
- |
| 6 -Table 2-iii- b(Setting Time Final- 4031 Part 5) |
- |
500 |
|
- |
| 6 -Table 2- iv- a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6) |
- |
500 |
|
- |
| 6 -Table 2- iv- b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6) |
- |
750 |
|
- |
| 6 -Table 2- iv- c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6) |
- |
1000 |
|
- |
| 6 -Table 2- v(Transverse Strength - IS 4031 Part 8 (Optional)) |
- |
0 |
|
- |
| 6 -Table 2- vi(Degree of whiteness-Annex B) |
- |
500 |
|
- |
| 5 - Table - 1 i(Ratio of percentage of lime to percentages of silica, alumina and iron oxide - Cl 4 of IS 4032:1985) |
- |
0 |
|
- |
| 5 - Table - 1 ii(Iron oxide - Cl 4.5 of IS 4032:1985) |
- |
0 |
|
- |
| 5 - Table - 1 iv(Magnesia - Cl 4.8 of IS 4032:1985) |
- |
0 |
|
- |
| 5 - Table - 1 v(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 4.9 of IS 4032:1985) |
- |
0 |
|
- |
| 5 - Table - 1 vi(Loss on ignition - Cl 4.2 of IS 4032:1985) |
- |
0 |
|
- |
| 5 - Table - 1 vii(Chloride content - Cl 4.13 of IS 4032:1985) |
- |
0 |
|
- |
| 6 -Table 2- i(Fineness 4031 Part 2) |
- |
0 |
|
- |
| 6 -Table 2- ii- a(Expansion by Le Chatelier- 4031 Part 3) |
- |
0 |
|
- |
| 6 -Table 2- ii- a(Expansion after aeration - 4031 Part 3) |
- |
0 |
|
- |
| 6 -Table 2- ii- b(Expansion by Autoclave- 4031 Part 3) |
- |
0 |
|
- |
| 6-Table 2- ii- b(Expansion after aeration- 4031 Part 3) |
- |
0 |
|
- |
| 6 -Table 2- iii- a(Setting Time Initial- 4031 Part 5) |
- |
0 |
|
- |
| 6 -Table 2-iii- b(Setting Time Final- 4031 Part 5) |
- |
0 |
|
- |
| 6 -Table 2- iv- a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6) |
- |
0 |
|
- |
| 6 -Table 2- iv- b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6) |
- |
0 |
|
- |
| 6 -Table 2- iv- c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6) |
- |
0 |
|
- |
| 6 -Table 2- v(Transverse Strength - IS 4031 Part 8 (Optional)) |
- |
0 |
|
- |
| 6 -Table 2- vi(Degree of whiteness-Annex B) |
- |
0 |
|
- |
| 6, table-2, ii(Whiteness) |
- |
0 |
|
- |
| Clause 6
Table 2, SI No. (v)
(Compressive strength of Transverse Specimen, 672 ± 4 h) |
- |
0 |
|
- |
| Clause 6
Table 2, SI No. (v)
(Compressive strength of Transverse Specimen, 168 ± 2 h) |
- |
0 |
|
- |
| Clause 6
Table 2, SI No. (v)
(Compressive strength of Transverse Specimen, 72 ± 1 h) |
- |
0 |
|
- |
| Clause 6
Table 2, SI No. (v)
(Transverse Strength, 672 ± 4 h) |
- |
0 |
|
- |
| Clause 6
Table 2, SI No. (v)
(Transverse Strength, 168 ± 2 h) |
- |
0 |
|
- |
| Clause 6
Table 2, SI No. (v)
(Transverse Strength, 72 ± 1 h) |
- |
0 |
|
- |
| 5 - Table - 1 iii(Insoluble residue - Cl 4.10 of IS 4032:1985) |
- |
0 |
|
- |
| 5 - Table - 1 i(Ratio of percentage of lime to percentages of silica, alumina and iron oxide - Cl 4 of IS 4032:1985) |
- |
0 |
|
- |
| 5 - Table - 1 ii(Iron oxide - Cl 4.5 of IS 4032:1985) |
- |
0 |
|
- |
| 5 - Table - 1 iii(Insoluble residue - Cl 4.10 of IS 4032:1985) |
- |
0 |
|
- |
| 5 - Table - 1 iv(Magnesia - Cl 4.8 of IS 4032:1985) |
- |
0 |
|
- |
| 5 - Table - 1 v(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 4.9 of IS 4032:1985) |
- |
0 |
|
- |
| 5 - Table - 1 vi(Loss on ignition - Cl 4.2 of IS 4032:1985) |
- |
0 |
|
- |
| 5 - Table - 1 vii(Chloride content - Cl 4.13 of IS 4032:1985) |
- |
0 |
|
- |
| 6 -Table 2- i(Fineness 4031 Part 2) |
- |
0 |
|
- |
| 6 -Table 2- ii- a(Expansion by Le Chatelier- 4031 Part 3) |
- |
0 |
|
- |
| 6 -Table 2- ii- a(Expansion after aeration - 4031 Part 3) |
- |
0 |
|
- |
| 6 -Table 2- ii- b(Expansion by Autoclave- 4031 Part 3) |
- |
0 |
|
- |
| 6-Table 2- ii- b(Expansion after aeration- 4031 Part 3) |
- |
0 |
|
- |
| 6 -Table 2- iii- a(Setting Time Initial- 4031 Part 5) |
- |
0 |
|
- |
| 6 -Table 2-iii- b(Setting Time Final- 4031 Part 5) |
- |
0 |
|
- |
| 6 -Table 2- iv- a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6) |
- |
0 |
|
- |
| 6 -Table 2- iv- b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6) |
- |
0 |
|
- |
| 6 -Table 2- iv- c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6) |
- |
0 |
|
- |
| 6 -Table 2- v(Transverse Strength - IS 4031 Part 8 (Optional)) |
- |
0 |
|
- |
| 6 -Table 2- vi(Degree of whiteness-Annex B) |
- |
0 |
|
- |
| 5 - Table - 1 i(Ratio of percentage of lime to percentages of silica, alumina and iron oxide - Cl 4 of IS 4032:1985) |
- |
0 |
|
- |
| 5 - Table - 1 ii(Iron oxide - Cl 4.5 of IS 4032:1985) |
- |
0 |
|
- |
| 5 - Table - 1 iv(Magnesia - Cl 4.8 of IS 4032:1985) |
- |
0 |
|
- |
| 5 - Table - 1 v(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 4.9 of IS 4032:1985) |
- |
0 |
|
- |
| 5 - Table - 1 vi(Loss on ignition - Cl 4.2 of IS 4032:1985) |
- |
0 |
|
- |
| 5 - Table - 1 vii(Chloride content - Cl 4.13 of IS 4032:1985) |
- |
0 |
|
- |
| 6 -Table 2- i(Fineness 4031 Part 2) |
- |
0 |
|
- |
| 6 -Table 2- ii- a(Expansion by Le Chatelier- 4031 Part 3) |
- |
0 |
|
- |
| 6 -Table 2- ii- a(Expansion after aeration - 4031 Part 3) |
- |
0 |
|
- |
| 6 -Table 2- ii- b(Expansion by Autoclave- 4031 Part 3) |
- |
0 |
|
- |
| 6-Table 2- ii- b(Expansion after aeration- 4031 Part 3) |
- |
0 |
|
- |
| 6 -Table 2- iii- a(Setting Time Initial- 4031 Part 5) |
- |
0 |
|
- |
| 6 -Table 2-iii- b(Setting Time Final- 4031 Part 5) |
- |
0 |
|
- |
| 6 -Table 2- iv- a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6) |
- |
0 |
|
- |
| 6 -Table 2- iv- b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6) |
- |
0 |
|
- |
| 6 -Table 2- iv- c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6) |
- |
0 |
|
- |
| 6 -Table 2- v(Transverse Strength - IS 4031 Part 8 (Optional)) |
- |
0 |
|
- |
| 6 -Table 2- vi(Degree of whiteness-Annex B) |
- |
0 |
|
- |
| 6, table-2, ii(Whiteness) |
- |
0 |
|
- |
| Clause 6
Table 2, SI No. (v)
(Compressive strength of Transverse Specimen, 672 ± 4 h) |
- |
0 |
|
- |
| Clause 6
Table 2, SI No. (v)
(Compressive strength of Transverse Specimen, 168 ± 2 h) |
- |
0 |
|
- |
| Clause 6
Table 2, SI No. (v)
(Compressive strength of Transverse Specimen, 72 ± 1 h) |
- |
0 |
|
- |
| Clause 6
Table 2, SI No. (v)
(Transverse Strength, 672 ± 4 h) |
- |
0 |
|
- |
| Clause 6
Table 2, SI No. (v)
(Transverse Strength, 168 ± 2 h) |
- |
0 |
|
- |
| Clause 6
Table 2, SI No. (v)
(Transverse Strength, 72 ± 1 h) |
- |
0 |
|
- |
| 5 - Table - 1 iii(Insoluble residue - Cl 4.10 of IS 4032:1985) |
- |
0 |
|
- |
|
26 Aug, 2027 |
- Included w.e.f. 24.12.2025
"6 -Table 2- v (Transverse Strength - IS 4031 Part 8 (Optional))
Clause 6 Table 2, SI No. (v) (Transverse Strength, 672 ± 4 h, 168 ± 2 h, 72 ± 1 h)
" |
| 1265 |
Bombay Textiles Research Association (BTRA), Mumbai
| 7130206
| IS 15907 (2010) |
Agro textiles – High density polyethylene (HDPE) woven beds for vermiculture – Specification |
HDPE Woven Beds for Vermiculture |
68400 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 4.3(Cord Beading - IS 15907) |
- |
500 |
|
Diameter |
| 5.2.1(Lamination- IS 15907) |
- |
3000 |
|
Identification LDPE/LLDPE |
| 5.2.1(Thickness of coating film- method A of IS 13162 (Part 3)) |
- |
500 |
|
- |
| 5.2.2(coating thickness of the sandwich lamination- method A of IS 13162 (Part 3)) |
- |
500 |
|
- |
| 5.3.1(Construction- IS 15907) |
- |
500 |
|
Rope diameter |
| 5.3.1(Construction- IS 15907) |
- |
500 |
|
Net window size |
| 5.3.1(Construction- IS 15907) |
- |
500 |
|
Size Outlet at bottom |
| 5.3.1(The width of the hem - IS 15907) |
- |
500 |
|
Hem width |
| 5.3.1(Construction- IS 15907) |
- |
500 |
|
Overlap & Heat sealing |
| 5.3.2(Construction- IS 15907) |
- |
500 |
|
Number of Support Pockets |
| 5.3.2(Construction- IS 15907) |
- |
500 |
|
Wooden Pegs Diameter |
| 5.3.2(Finished width of pocket - IS 15907) |
- |
500 |
|
Finished width |
| 5.4(Bonding- IS 15907) |
- |
500 |
|
- |
| 6- Table 1- SL.No (i)(Mass) |
- |
500 |
|
- |
| 6- Table 1- SL.No (ii)(Breaking strength before UV exposure,warp - IS 1969 ) |
- |
1500 |
|
- |
| 6- Table 1- SL.No (ii)(Breaking strength before UV exposure,weft - IS 1969 ) |
- |
1500 |
|
- |
| 6- Table 1- SL.No (iii)(Elongation at break of fabric- IS 1969) |
- |
0 |
|
Include 6- Table 1 SL. No (ii) |
| 6- Table 1- SL.No (iv)(Retention of breaking strength after UV exposure, - Annex B of IS 15907 and IS 1969) |
- |
15900 |
|
UV-14400 & Tensile - 1500 |
| 6- Table 1- SL.No (v)(Welded seam strength before UV exposure- IS 1969) |
- |
1500 |
|
- |
| 6- Table 1- SL.No (vi)(Welded seam strength after UV exposure- Annex B of IS 15907 and IS 1969) |
- |
1500 |
|
UV Include 6- Table 1 SL. No (iv) |
| 6- Table 1- SL.No (vii)(Tear strength, Warp - Method A2 of IS 7016 (Part 3)) |
- |
1500 |
|
- |
| 6- Table 1- SL.No (vii)(Tear strength, Weft - Method A2 of IS 7016 (Part 3)) |
- |
1500 |
|
- |
| 6- Table 1- SL.No (viii)(Puncture strength - Annex C of IS 15907) |
- |
1500 |
|
- |
| 6- Table 1- SL.No (ix)(Environmental stress cracking test - Annex D of IS 15907) |
- |
3000 |
|
- |
| 6- Table 1- SL.No (x)(Resistance to chemicals, change in the mass - Annex E of IS 15907) |
- |
13000 |
|
Acid-6500, Alkali-6500 |
| 6- Table 1- SL.No (xi)(Colour fastness to artificial light -IS 2454) |
- |
1500 |
|
- |
| 6- Table 1- SL.No (xii)(Bursting pressure-IS 1966) |
- |
1500 |
|
- |
| 6.1(Length -IS 15907) |
- |
500 |
|
- |
| 6.1(Width - IS 15907) |
- |
500 |
|
- |
| 6.1(Height - IS 15907) |
- |
500 |
|
- |
| 6.2(Water Proofness,IS 7941) |
- |
4000 |
|
Water proofness (IS 7941)- 1000
Cl 6.2.2 Heat Aging (IS 7016 part 8) - 3000 |
| 6.2(Water Proofness, IS 7940) |
- |
3000 |
|
- |
| 4.1(Identification) |
- |
3000 |
|
- |
| 4.1(Linear Density) |
- |
1000 |
|
- |
| 4.1(Width) |
- |
500 |
|
- |
| 5.2.2(Lamination- IS 15907) |
- |
500 |
|
No of Layers |
| 5.2.1(Lamination- IS 15907) |
- |
0 |
|
Already given |
| 5.2.2(Lamination- IS 15907) |
- |
0 |
|
Already given |
| 5.3.1(Construction- IS 15907) |
- |
0 |
|
Already given |
| 5.3.1(Construction- IS 15907) |
- |
0 |
|
Already given |
| 5.3.1(Construction- IS 15907) |
- |
0 |
|
Already given |
| 5.3.2(Construction- IS 15907) |
- |
0 |
|
Already given |
| 5.3.2(Construction- IS 15907) |
- |
0 |
|
Already given |
|
- |
- Included w.e.f. 01.01.2026
5.1 (MANUFACTURE- IS 15907) |
| 1266 |
EMC Testing and Compliance LLP, Gurugram
| 8141526
| IS 1285 (2023) |
WROUGHT ALUMINIUM AND ALUMINIUM ALLOYS EXTRUDED ROUND TUBE AND HOLLOW SECTIONS FOR GENERAL ENGINEERINGPURPOSES SPECIFICATION |
- |
7500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl.9.1(Aluminium- IS 504 and its parts or any other intrumental/chemical methods) |
- |
500 |
|
- |
| Cl.9.1(Copper- IS 504 and its parts or any other intrumental/chemical methods) |
- |
500 |
|
- |
| Cl.9.1(Magnesium- IS 504 and its parts or any other intrumental/chemical methods) |
- |
500 |
|
- |
| Cl.9.1(Silicon- IS 504 and its parts or any other intrumental/chemical methods) |
- |
500 |
|
- |
| Cl.9.1(Iron- IS 504 and its parts or any other intrumental/chemical methods) |
- |
500 |
|
- |
| Cl.9.1(Manganese- IS 504 and its parts or any other intrumental/chemical methods) |
- |
500 |
|
- |
| Cl.9.1(Titanium and/ or other grain refining elements- IS 504 and its parts or any other intrumental/chemical methods) |
- |
500 |
|
- |
| Cl.9.1(Chromium- IS 504 and its parts or any other intrumental/chemical methods) |
- |
500 |
|
- |
| Cl.9.1(Remarks (Ti+V) - IS 504 and its parts or any other intrumental/chemical methods) |
- |
500 |
|
- |
| Cl.9.1(Remarks (Cr+Mn) - IS 504 and its parts or any other intrumental/chemical methods) |
- |
500 |
|
- |
| Cl.9.1(Remarks (Total Impurities)- IS 504 and its parts or any other intrumental/chemical methods) |
- |
500 |
|
- |
| 6(FREEDOM FROM DEFECTS) |
- |
500 |
|
- |
| 8(DIMENSIONS AND TOLERANCES) |
- |
1000 |
|
- |
| 10(MECHANICAL PROPERTIES) |
- |
2000 |
|
- |
| Cl. 9(Aluminium) |
- |
500 |
|
- |
| Cl. 9(Copper) |
- |
500 |
|
- |
| Cl. 9(Magnesium) |
- |
500 |
|
- |
| Cl. 9(Silicon) |
- |
500 |
|
- |
| Cl. 9(Iron) |
- |
500 |
|
- |
| Cl. 9(Manganese) |
- |
500 |
|
- |
| Cl. 9(Zinc) |
- |
500 |
|
- |
| Cl. 9(Titanium and/or other grain refining elements) |
- |
500 |
|
- |
| Cl. 9(Chromium) |
- |
500 |
|
- |
| Cl. 9(Ti+V) |
- |
500 |
|
- |
| Cl. 9(Cr+Mn) |
- |
500 |
|
- |
| Clause-10(Tensile strength) |
- |
2000 |
|
- |
| Cl.9.1(Zinc- IS 504 and its parts or any other intrumental/chemical methods) |
- |
500 |
|
- |
|
19 Jul, 2027 |
- Included w.e.f 05.01.2026 |
| 1267 |
DELHI TEST HOUSE (65) KUNDLI-2 SONIPAT
| 9138006
| IS 5950 (2024) |
Shot Firing Cables (for Use Other than in Shafts) - Specification (Second Revision) |
- |
10350 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Section-2, Cl-3(CONDUCTOR) |
- |
50 |
|
- |
| Section-2, Cl-4(INSULATION) |
- |
50 |
|
- |
| Section-2, Cl-5(SHEATH) |
- |
50 |
|
- |
| Section-3, Cl-6(CONDUCTOR) |
- |
50 |
|
- |
| Section-3, Cl-7.1.1(Thickness of Insulation & Sheath) |
- |
100 |
|
- |
| Section-3, Cl-7.1.2(Type II) |
- |
100 |
|
- |
| Section-3, Cl-7.2(Tolerance on Thickness of Insulation) |
- |
50 |
|
- |
| Section-3, Cl-7.3(Colour of Insulation) |
- |
50 |
|
- |
| Section-3, Cl-8.1(Single-Core) |
- |
50 |
|
- |
| Section-3, Cl-8.2(Tolerance on Thickness of Sheath) |
- |
100 |
|
- |
| Section-3, Cl-8.3(Color of Sheath) |
- |
100 |
|
- |
| Cl-10.2(Voltage Test) |
- |
1500 |
|
- |
| Cl-10.4(Flammability Test) |
- |
200 |
|
- |
| Cl-9.1 (a)(Annealing test;) |
- |
100 |
|
- |
| Cl-9.1 (b)(Conductor resistance test) |
- |
1500 |
|
- |
| Cl-9.1 (c)(Test for thickness of insulation and sheath) |
- |
100 |
|
- |
| Cl-9.1 (d) 1(Tensile strength and elongation at break) |
- |
500 |
|
- |
| Cl-9.1 (d) 2(Ageing in air oven) |
- |
1000 |
|
- |
| Cl-9.1 (d) 3(Loss of mass test) |
- |
1000 |
|
- |
| Cl-9.1 (d) 4(Hot deformation) |
- |
1000 |
|
- |
| Cl-9.1 (d) 5(Heat shock) |
- |
500 |
|
- |
| Cl-9.1 (d) 6(hrinkage) |
- |
200 |
|
- |
| Cl-9.2 , e(Insulation resistance test) |
- |
2000 |
|
- |
|
31 Dec, 2026 |
- Included w.e.f 14.01.2026
Cl-10.3 (Spark Test) |
| 1268 |
National Test House (WR) - NTH, Mumbai
| 7107604
| IS 6603 (2024) |
Stainless Steel Semi-Finished Products, Bars, Wire Rods and Bright Bars â Specification (Second Revision) |
All Grades |
29000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl - 9.1,9.5,13.2(Thickness or Diameter) |
- |
1000 |
|
- |
| Cl - 9.1,9.5,13.2(Proof Strength Rp 0.2 MP) |
- |
1000 |
|
- |
| Cl - 9.1,9.5,13.2(Proof Strength Rp 1.0 MP) |
- |
1000 |
|
- |
| Cl - 9.1,9.5,13.2(Tensile Strength) |
- |
1000 |
|
- |
| Cl - 9.1,9.5,13.2(Elongation After Fracture Long.) |
- |
1000 |
|
- |
| Cl - 9.1,9.5,13.2(Elongation After Fracture Tr.) |
- |
1000 |
|
- |
| Cl - 9.1,9.5,13.2(Impact Energy (ISO-V) Long.) |
- |
5000 |
|
- |
| Cl - 9.1,9.5,13.2(Impact Energy (ISO-V) Tr.) |
- |
5000 |
|
- |
| Cl - 9.1,9.5,13.2(Resistance to Inter-Granular Corrosion in the Delivery Condition) |
- |
10000 |
|
- |
| Cl - 9.1,9.5,13.2(Resistance to Inter-Granular Corrosion in the Sensitized Condition) |
- |
10000 |
|
- |
| Cl - 9.1,9.5,13.2(Hardness) |
- |
1500 |
|
- |
| Cl - 9.1,9.5,13.2(Elongation After Fracture) |
- |
1000 |
|
- |
| Cl - 9.1,9.5,13.2(Impact Energy (ISO-V)) |
- |
5000 |
|
- |
| Cl - 9.1,9.3,9.4,9.5,13.2(Thickness or Diameter) |
- |
1000 |
|
- |
| Cl - 9.1,9.3,9.4,9.5,13.2(R MPa Max(Annealed)) |
- |
1000 |
|
- |
| Cl - 9.1,9.3,9.4,9.5,13.2(Hardness HB Max(Annealed)) |
- |
1500 |
|
- |
| Cl - 9.1,9.3,9.4,9.5,13.2(Heat Treatment Condition (Quenched + Tempered)) |
- |
2500 |
|
- |
| Cl - 9.1,9.3,9.4,9.5,13.2(R 0.2 MPa Min(Quenched + Tempered)) |
- |
1000 |
|
- |
| Cl - 9.1,9.3,9.4,9.5,13.2(R Mpa(Quenched + Tempered)) |
- |
1000 |
|
- |
| Cl - 9.1,9.3,9.4,9.5,13.2(A Percent Min Long.(Quenched + Tempered)) |
- |
1000 |
|
- |
| Cl - 9.1,9.3,9.4,9.5,13.2(A Percent Min Tr.(Quenched + Tempered)) |
- |
1000 |
|
- |
| Cl - 9.1,9.3,9.4,9.5,13.2(KV J Min Long.(Quenched + Tempered)) |
- |
1000 |
|
- |
| Cl - 9.1,9.3,9.4,9.5,13.2(KV J Min Long.(Quenched + Tempered)) |
- |
1000 |
|
- |
| Cl - 9.1,9.3,9.4,9.5,13.2(Thickness or Diameter) |
- |
1000 |
|
- |
| Cl - 9.1,9.3,9.4,9.5,13.2(R MPa Max(Annealed)) |
- |
1000 |
|
- |
| Cl - 9.1,9.3,9.4,9.5,13.2(Hardness HB Max(Annealed)) |
- |
1500 |
|
- |
| Cl - 9.1,9.3,9.4,9.5,13.2(Heat Treatment Condition (Quenched + Tempered)) |
- |
2500 |
|
- |
| Cl - 9.1,9.3,9.4,9.5,13.2(R 0.2 MPa Min(Quenched + Tempered)) |
- |
1000 |
|
- |
| Cl - 9.1,9.3,9.4,9.5,13.2(R Mpa(Quenched + Tempered)) |
- |
1000 |
|
- |
| Cl - 9.1,9.3,9.4,9.5,13.2(A Percent Min Long.(Quenched + Tempered)) |
- |
1000 |
|
- |
| Cl - 9.1,9.3,9.4,9.5,13.2(A Percent Min Tr.(Quenched + Tempered)) |
- |
1000 |
|
- |
| Cl - 9.1,9.3,9.4,9.5,13.2(KV J Min Long.(Quenched + Tempered)) |
- |
1000 |
|
- |
| Cl - 9.1,9.3,9.4,9.5,13.2(KV J Min Long.(Quenched + Tempered)) |
- |
1000 |
|
- |
| Cl - 9.2(Minimum 0.2 Percent Proof Strength at 100 Deg. C) |
- |
2000 |
|
- |
| Cl - 9.2(Minimum 0.2 Percent Proof Strength at 150 Deg. C) |
- |
2000 |
|
- |
| Cl - 9.2(Minimum 0.2 Percent Proof Strength at 200 Deg. C) |
- |
2000 |
|
- |
| Cl - 9.2(Minimum 0.2 Percent Proof Strength at 250 Deg. C) |
- |
2000 |
|
- |
| Cl - 9.2(Minimum 0.2 Percent Proof Strength at 300 Deg. C) |
- |
2000 |
|
- |
| Cl - 9.2(Minimum 0.2 Percent Proof Strength at 350 Deg. C) |
- |
2000 |
|
- |
| Cl - 9.2(Minimum 0.2 Percent Proof Strength at 400 Deg. C) |
- |
2000 |
|
- |
| Cl - 9.2(Minimum 0.2 Percent Proof Strength at 450 Deg. C) |
- |
2000 |
|
- |
| Cl - 9.2(Minimum 0.2 Percent Proof Strength at 500 Deg. C) |
- |
2000 |
|
- |
| Cl - 9.2(Minimum 0.2 Percent Proof Strength at 550 Deg. C) |
- |
2000 |
|
- |
| Cl - 9.2(Minimum 1 Percent Proof Strength at 100 Deg. C.) |
- |
2000 |
|
- |
| Cl - 9.2(Minimum 1 Percent Proof Strength at 150 Deg. C.) |
- |
2000 |
|
- |
| Cl - 9.2(Minimum 1 Percent Proof Strength at 200 Deg. C.) |
- |
2000 |
|
- |
| Cl - 9.2(Minimum 1 Percent Proof Strength at 250 Deg. C.) |
- |
2000 |
|
- |
| Cl - 9.2(Minimum 1 Percent Proof Strength at 300 Deg. C.) |
- |
2000 |
|
- |
| Cl - 9.2(Minimum 1 Percent Proof Strength at 350 Deg. C.) |
- |
2000 |
|
- |
| Cl - 9.2(Minimum 1 Percent Proof Strength at 400 Deg. C.) |
- |
2000 |
|
- |
| Cl - 9.2(Minimum 1 Percent Proof Strength at 450 Deg. C.) |
- |
2000 |
|
- |
| Cl - 9.2(Minimum 1 Percent Proof Strength at 550 Deg. C.) |
- |
2000 |
|
- |
| Cl - 9.2(Minimum 0.2 Percent Proof Strength at 100 Deg. C) |
- |
2000 |
|
- |
| Cl - 9.2(Minimum 0.2 Percent Proof Strength at 150 Deg. C) |
- |
2000 |
|
- |
| Cl - 9.2(Minimum 0.2 Percent Proof Strength at 200 Deg. C) |
- |
2000 |
|
- |
| Cl - 9.2(Minimum 0.2 Percent Proof Strength at 250 Deg. C) |
- |
2000 |
|
- |
| Cl - 9.2(Minimum 0.2 Percent Proof Strength at 100 Deg. C) |
- |
2000 |
|
- |
| Cl - 9.2(Minimum 0.2 Percent Proof Strength at 150 Deg. C) |
- |
2000 |
|
- |
| Cl - 9.2(Minimum 0.2 Percent Proof Strength at 200 Deg. C) |
- |
2000 |
|
- |
| Cl - 9.2(Minimum 0.2 Percent Proof Strength at 250 Deg. C) |
- |
2000 |
|
- |
| Cl - 9.2(Minimum 0.2 Percent Proof Strength at 300 Deg. C) |
- |
2000 |
|
- |
| Cl - 9.2(Minimum 0.2 Percent Proof Strength at 350 Deg. C) |
- |
2000 |
|
- |
| Cl - 9.2(Minimum 0.2 Percent Proof Strength at 400 Deg. C) |
- |
2000 |
|
- |
| Cl - 9.2(Minimum 0.2 Percent Proof Strength at 100 Deg. C) |
- |
2000 |
|
- |
| Cl - 9.2(Minimum 0.2 Percent Proof Strength at 150 Deg. C) |
- |
2000 |
|
- |
| Cl - 9.2(Minimum 0.2 Percent Proof Strength at 200 Deg. C) |
- |
2000 |
|
- |
| Cl - 9.2(Minimum 0.2 Percent Proof Strength at 250 Deg. C) |
- |
2000 |
|
- |
| Cl - 9.2(Minimum 0.2 Percent Proof Strength at 300 Deg. C) |
- |
2000 |
|
- |
| Cl - 9.2(Minimum 0.2 Percent Proof Strength at 350 Deg. C) |
- |
2000 |
|
- |
| Cl - 9.2(Minimum 0.2 Percent Proof Strength at 400 Deg. C) |
- |
2000 |
|
- |
| Cl - 9.2(Minimum 0.2 Percent Proof Strength at 100 Deg. C) |
- |
2000 |
|
- |
| Cl - 9.2(Minimum 0.2 Percent Proof Strength at 150 Deg. C) |
- |
2000 |
|
- |
| Cl - 9.2(Minimum 0.2 Percent Proof Strength at 200 Deg. C) |
- |
2000 |
|
- |
| Cl - 9.2(Minimum 0.2 Percent Proof Strength at 250 Deg. C) |
- |
2000 |
|
- |
| Cl-7.1, 7.2(C) |
- |
500 |
|
- |
| Cl-7.1, 7.2(Si) |
- |
500 |
|
- |
| Cl-7.1, 7.2(Mn) |
- |
500 |
|
- |
| Cl-7.1, 7.2(P) |
- |
500 |
|
- |
| Cl-7.1, 7.2(S) |
- |
500 |
|
- |
| Cl-7.1, 7.2(Cr) |
- |
500 |
|
- |
| Cl-7.1, 7.2(Mo) |
- |
500 |
|
- |
| Cl-7.1, 7.2(Ni) |
- |
500 |
|
- |
| Cl-7.1, 7.2(N) |
- |
500 |
|
- |
| Cl-7.1, 7.2(Cu) |
- |
500 |
|
- |
| Cl-7.1, 7.2(Ti) |
- |
500 |
|
- |
| Cl-7.1, 7.2(W) |
- |
500 |
|
- |
| Cl-7.1, 7.2(Nb) |
- |
500 |
|
- |
| cL-7.1, 7.2(Co) |
- |
500 |
|
- |
| Cl-7.1, 7.2(Ti: (C + N)) |
- |
500 |
|
- |
| Cl-7.1, 7.2(V) |
- |
500 |
|
- |
| Cl-7.1, 7.2(Al) |
- |
500 |
|
- |
| Cl-7.1, 7.2(Boron) |
- |
500 |
|
- |
| Cl-7.1, 7.2(Tungsten) |
- |
500 |
|
- |
| Cl. 7.1, 7.2, 7.3 & 13.1 Table 1((Titanium- Established instrumental/ chemical method as agreed to between purchaser and the manufacturer.)) |
- |
500 |
|
- |
| Cl 6((freedom from defects)) |
- |
1000 |
|
- |
| Cl. 12((dimension and tolerance)) |
- |
1000 |
|
- |
| Cl. 14((corrosion resistance)) |
- |
10000 |
|
- |
| Cl - 9.1,9.5,13.2(Thickness or Diameter) |
- |
1000 |
|
- |
| Cl - 9.1,9.5,13.2(Proof Strength Rp 0.2 MP) |
- |
1000 |
|
- |
| Cl - 9.1,9.5,13.2(Proof Strength Rp 1.0 MP) |
- |
1000 |
|
- |
| Cl - 9.1,9.5,13.2(Tensile Strength) |
- |
1000 |
|
- |
| Cl - 9.1,9.5,13.2(Elongation After Fracture Long.) |
- |
1000 |
|
- |
| Cl - 9.1,9.5,13.2(Elongation After Fracture Tr.) |
- |
1000 |
|
- |
| Cl - 9.1,9.5,13.2(Impact Energy (ISO-V) Long.) |
- |
5000 |
|
- |
| Cl - 9.1,9.5,13.2(Impact Energy (ISO-V) Tr.) |
- |
5000 |
|
- |
| Cl - 9.1,9.5,13.2(Resistance to Inter-Granular Corrosion in the Delivery Condition) |
- |
10000 |
|
- |
| Cl - 9.1,9.5,13.2(Resistance to Inter-Granular Corrosion in the Sensitized Condition) |
- |
10000 |
|
- |
| Cl - 9.1,9.5,13.2(Hardness) |
- |
1000 |
|
- |
| Cl - 9.1,9.5,13.2(Elongation After Fracture) |
- |
1000 |
|
- |
| Cl - 9.1,9.5,13.2(Impact Energy (ISO-V)) |
- |
5000 |
|
- |
| Cl - 9.1,9.3,9.4,9.5,13.2(Thickness or Diameter) |
- |
1000 |
|
- |
| Cl - 9.1,9.3,9.4,9.5,13.2(R MPa Max(Annealed)) |
- |
1000 |
|
- |
| Cl - 9.1,9.3,9.4,9.5,13.2(Hardness HB Max(Annealed)) |
- |
1000 |
|
- |
| Cl - 9.1,9.3,9.4,9.5,13.2(Heat Treatment Condition (Quenched + Tempered)) |
- |
1000 |
|
- |
| Cl - 9.1,9.3,9.4,9.5,13.2(R 0.2 MPa Min(Quenched + Tempered)) |
- |
1000 |
|
- |
| Cl - 9.1,9.3,9.4,9.5,13.2(R Mpa(Quenched + Tempered)) |
- |
1000 |
|
- |
| Cl - 9.1,9.3,9.4,9.5,13.2(A Percent Min Long.(Quenched + Tempered)) |
- |
1000 |
|
- |
| Cl - 9.1,9.3,9.4,9.5,13.2(A Percent Min Tr.(Quenched + Tempered)) |
- |
1000 |
|
- |
| Cl - 9.1,9.3,9.4,9.5,13.2(KV J Min Long.(Quenched + Tempered)) |
- |
1000 |
|
- |
| Cl - 9.1,9.3,9.4,9.5,13.2(KV J Min Long.(Quenched + Tempered)) |
- |
1000 |
|
- |
| Cl - 9.1,9.3,9.4,9.5,13.2(Thickness or Diameter) |
- |
1000 |
|
- |
| Cl - 9.1,9.3,9.4,9.5,13.2(R MPa Max(Annealed)) |
- |
1000 |
|
- |
| Cl - 9.1,9.3,9.4,9.5,13.2(Hardness HB Max(Annealed)) |
- |
1000 |
|
- |
| Cl - 9.1,9.3,9.4,9.5,13.2(Heat Treatment Condition (Quenched + Tempered)) |
- |
1000 |
|
- |
| Cl - 9.1,9.3,9.4,9.5,13.2(R 0.2 MPa Min(Quenched + Tempered)) |
- |
1000 |
|
- |
| Cl - 9.1,9.3,9.4,9.5,13.2(R Mpa(Quenched + Tempered)) |
- |
1000 |
|
- |
| Cl - 9.1,9.3,9.4,9.5,13.2(A Percent Min Long.(Quenched + Tempered)) |
- |
1000 |
|
- |
| Cl - 9.1,9.3,9.4,9.5,13.2(A Percent Min Tr.(Quenched + Tempered)) |
- |
1000 |
|
- |
| Cl - 9.1,9.3,9.4,9.5,13.2(KV J Min Long.(Quenched + Tempered)) |
- |
1000 |
|
- |
| Cl - 9.1,9.3,9.4,9.5,13.2(KV J Min Long.(Quenched + Tempered)) |
- |
1000 |
|
- |
| Cl - 9.2(Minimum 0.2 Percent Proof Strength at 100 Deg. C) |
- |
1000 |
|
- |
| Cl - 9.2(Minimum 0.2 Percent Proof Strength at 150 Deg. C) |
- |
1000 |
|
- |
| Cl - 9.2(Minimum 0.2 Percent Proof Strength at 200 Deg. C) |
- |
1000 |
|
- |
| Cl - 9.2(Minimum 0.2 Percent Proof Strength at 250 Deg. C) |
- |
1000 |
|
- |
| Cl - 9.2(Minimum 0.2 Percent Proof Strength at 300 Deg. C) |
- |
1000 |
|
- |
| Cl - 9.2(Minimum 0.2 Percent Proof Strength at 350 Deg. C) |
- |
1000 |
|
- |
| Cl - 9.2(Minimum 0.2 Percent Proof Strength at 400 Deg. C) |
- |
1000 |
|
- |
| Cl - 9.2(Minimum 0.2 Percent Proof Strength at 450 Deg. C) |
- |
1000 |
|
- |
| Cl - 9.2(Minimum 0.2 Percent Proof Strength at 500 Deg. C) |
- |
1000 |
|
- |
| Cl - 9.2(Minimum 0.2 Percent Proof Strength at 550 Deg. C) |
- |
1000 |
|
- |
| Cl - 9.2(Minimum 1 Percent Proof Strength at 100 Deg. C.) |
- |
1000 |
|
- |
| Cl - 9.2(Minimum 1 Percent Proof Strength at 150 Deg. C.) |
- |
1000 |
|
- |
| Cl - 9.2(Minimum 1 Percent Proof Strength at 200 Deg. C.) |
- |
1000 |
|
- |
| Cl - 9.2(Minimum 1 Percent Proof Strength at 250 Deg. C.) |
- |
1000 |
|
- |
| Cl - 9.2(Minimum 1 Percent Proof Strength at 300 Deg. C.) |
- |
1000 |
|
- |
| Cl - 9.2(Minimum 1 Percent Proof Strength at 350 Deg. C.) |
- |
1000 |
|
- |
| Cl - 9.2(Minimum 1 Percent Proof Strength at 400 Deg. C.) |
- |
1000 |
|
- |
| Cl - 9.2(Minimum 1 Percent Proof Strength at 450 Deg. C.) |
- |
1000 |
|
- |
| Cl - 9.2(Minimum 1 Percent Proof Strength at 550 Deg. C.) |
- |
1000 |
|
- |
| Cl - 9.2(Minimum 0.2 Percent Proof Strength at 100 Deg. C) |
- |
1000 |
|
- |
| Cl - 9.2(Minimum 0.2 Percent Proof Strength at 150 Deg. C) |
- |
1000 |
|
- |
| Cl - 9.2(Minimum 0.2 Percent Proof Strength at 200 Deg. C) |
- |
1000 |
|
- |
| Cl - 9.2(Minimum 0.2 Percent Proof Strength at 250 Deg. C) |
- |
1000 |
|
- |
| Cl - 9.2(Minimum 0.2 Percent Proof Strength at 100 Deg. C) |
- |
1000 |
|
- |
| Cl - 9.2(Minimum 0.2 Percent Proof Strength at 150 Deg. C) |
- |
1000 |
|
- |
| Cl - 9.2(Minimum 0.2 Percent Proof Strength at 200 Deg. C) |
- |
1000 |
|
- |
| Cl - 9.2(Minimum 0.2 Percent Proof Strength at 250 Deg. C) |
- |
1000 |
|
- |
| Cl - 9.2(Minimum 0.2 Percent Proof Strength at 300 Deg. C) |
- |
1000 |
|
- |
| Cl - 9.2(Minimum 0.2 Percent Proof Strength at 350 Deg. C) |
- |
1000 |
|
- |
| Cl - 9.2(Minimum 0.2 Percent Proof Strength at 400 Deg. C) |
- |
1000 |
|
- |
| Cl - 9.2(Minimum 0.2 Percent Proof Strength at 100 Deg. C) |
- |
1000 |
|
- |
| Cl - 9.2(Minimum 0.2 Percent Proof Strength at 150 Deg. C) |
- |
1000 |
|
- |
| Cl - 9.2(Minimum 0.2 Percent Proof Strength at 200 Deg. C) |
- |
1000 |
|
- |
| Cl - 9.2(Minimum 0.2 Percent Proof Strength at 250 Deg. C) |
- |
1000 |
|
- |
| Cl - 9.2(Minimum 0.2 Percent Proof Strength at 300 Deg. C) |
- |
1000 |
|
- |
| Cl - 9.2(Minimum 0.2 Percent Proof Strength at 350 Deg. C) |
- |
1000 |
|
- |
| Cl - 9.2(Minimum 0.2 Percent Proof Strength at 400 Deg. C) |
- |
1000 |
|
- |
| Cl - 9.2(Minimum 0.2 Percent Proof Strength at 100 Deg. C) |
- |
1000 |
|
- |
| Cl - 9.2(Minimum 0.2 Percent Proof Strength at 150 Deg. C) |
- |
1000 |
|
- |
| Cl - 9.2(Minimum 0.2 Percent Proof Strength at 200 Deg. C) |
- |
1000 |
|
- |
| Cl - 9.2(Minimum 0.2 Percent Proof Strength at 250 Deg. C) |
- |
1000 |
|
- |
| Cl-7.1, 7.2(C) |
- |
500 |
|
- |
| Cl-7.1, 7.2(Si) |
- |
500 |
|
- |
| Cl-7.1, 7.2(Mn) |
- |
500 |
|
- |
| Cl-7.1, 7.2(P) |
- |
500 |
|
- |
| Cl-7.1, 7.2(S) |
- |
500 |
|
- |
| Cl-7.1, 7.2(Cr) |
- |
500 |
|
- |
| Cl-7.1, 7.2(Mo) |
- |
500 |
|
- |
| Cl-7.1, 7.2(Ni) |
- |
500 |
|
- |
| Cl-7.1, 7.2(N) |
- |
500 |
|
- |
| Cl-7.1, 7.2(Cu) |
- |
500 |
|
- |
| Cl-7.1, 7.2(Ti) |
- |
500 |
|
- |
| Cl-7.1, 7.2(W) |
- |
500 |
|
- |
| Cl-7.1, 7.2(Nb) |
- |
500 |
|
- |
| cL-7.1, 7.2(Co) |
- |
500 |
|
- |
| Cl-7.1, 7.2(Ti: (C + N)) |
- |
500 |
|
- |
| Cl-7.1, 7.2(V) |
- |
500 |
|
- |
| Cl-7.1, 7.2(Al) |
- |
500 |
|
- |
| Cl-7.1, 7.2(Boron) |
- |
500 |
|
- |
| Cl-7.1, 7.2(Tungsten) |
- |
500 |
|
- |
| Cl. 7.1, 7.2, 7.3 & 13.1 Table 1((Titanium- Established instrumental/ chemical method as agreed to between purchaser and the manufacturer.)) |
- |
500 |
|
- |
| Cl 6((freedom from defects)) |
- |
1000 |
|
- |
| Cl. 12((dimension and tolerance)) |
- |
1000 |
|
- |
| Cl. 14((corrosion resistance)) |
- |
10000 |
|
- |
|
24 Jul, 2025 |
- Included w.e.f. 13.01.2025 |
| 1269 |
URS PRODUCTS AND TESTING PVT. LTD. (A29), NOIDA
| 8168906
| IS 302 : Part 2 : Sec 201 (2008) |
Safety of household and similar electrical appliances: Part 2 particular requirements: Sec 201 electric immersion water heaters (First Revision) |
- |
25000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl.6 of IS 302-‐2-‐201:2008(Classification) |
- |
100 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC |
| Cl.7 of IS 302-2-201:2008(Marking and Instruction ) |
- |
500 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC |
| Cl.7 of IS 302-2-201:2008(Marking and Instruction ) |
- |
0 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC
Refer to the Clause No. 7 above and repeated clause |
| Cl.7 of IS 302-2-201:2008(Marking and Instruction ) |
- |
0 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC
Refer to the Clause No. 7 above and repeated clause |
| Cl.7 of IS 302-2-201:2008(Marking and Instruction ) |
- |
0 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC
Refer to the Clause No. 7 above and repeated clause |
| Cl.7 of IS 302-2-201:2008(Marking and Instruction ) |
- |
0 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC
Refer to the Clause No. 7 above and repeated clause |
| Cl.7 of IS 302-2-201:2008(Marking and Instruction ) |
- |
0 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC
Refer to the Clause No. 7 above and repeated clause |
| Cl.7 of IS 302-2-201:2008(Marking and Instruction ) |
- |
0 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC
Refer to the Clause No. 7 above and repeated clause |
| Cl.7 of IS 302-2-201:2008(Marking and Instruction ) |
- |
0 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC
Refer to the Clause No. 7 above and repeated clause |
| Cl.7 of IS 302-2-201:2008(Marking and Instruction ) |
- |
0 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC
Refer to the Clause No. 7 above and repeated clause |
| Cl.7 of IS 302-2-201:2008(Marking and Instruction ) |
- |
0 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC
Refer to the Clause No. 7 above and repeated clause |
| Cl.7 of IS 302-2-201:2008(Marking and Instruction ) |
- |
0 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC
Refer to the Clause No. 7 above and repeated clause |
| Cl.7 of IS 302-2-201:2008(Marking and Instruction ) |
- |
0 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC
Refer to the Clause No. 7 above and repeated clause |
| Cl.7 of IS 302-2-201:2008(Marking and Instruction ) |
- |
0 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC
Refer to the Clause No. 7 above and repeated clause |
| Cl.7 of IS 302-2-201:2008(Marking and Instruction ) |
- |
0 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC
Refer to the Clause No. 7 above and repeated clause |
| Cl.7 of IS 302-2-201:2008(Marking and Instruction ) |
- |
0 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC
Refer to the Clause No. 7 above and repeated clause |
| Cl.7 of IS 302-2-201:2008(Marking and Instruction ) |
- |
0 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC
Refer to the Clause No. 7 above and repeated clause |
| Cl.7 of IS 302-2-201:2008(Marking and Instruction ) |
- |
0 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC
Refer to the Clause No. 7 above and repeated clause |
| Cl.7 of IS 302-2-201:2008(Marking and Instruction ) |
- |
0 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC
Refer to the Clause No. 7 above and repeated clause |
| Cl.7 of IS 302-2-201:2008(Marking and Instruction ) |
- |
0 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC
Refer to the Clause No. 7 above and repeated clause |
| Cl.7 of IS 302-2-201:2008(Marking and Instruction ) |
- |
0 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC
Refer to the Clause No. 7 above and repeated clause |
| Cl.8 of IS 302‐2-201: 2008(Protection Against Access to Live Parts) |
- |
500 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC |
| Cl.10 of IS 302‐2‐201:2008(Power Input and Current ) |
- |
1000 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC |
| Cl.11 of IS 302-2201: 2008(Heating) |
- |
1500 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC |
| Cl.11 of IS 302-2201: 2008(Heating) |
- |
0 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC
Refer to the Clause No. 11 above and repeated clause |
| Cl.11 of IS 302-2201: 2008(Heating) |
- |
0 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC
Refer to the Clause No. 11 above and repeated clause |
| Cl.11 of IS 302-2201: 2008(Heating) |
- |
0 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC
Refer to the Clause No. 11 above and repeated clause |
| Cl.11 of IS 302-2201: 2008(Heating) |
- |
0 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC
Refer to the Clause No. 11 above and repeated clause |
| Cl.11 of IS 302-2201: 2008(Heating) |
- |
0 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC
Refer to the Clause No. 11 above and repeated clause |
| Cl.11 of IS 302-2201: 2008(Heating) |
- |
0 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC
Refer to the Clause No. 11 above and repeated clause |
| Cl.11 of IS 302-2201: 2008(Heating) |
- |
0 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC
Refer to the Clause No. 11 above and repeated clause |
| Cl.11 of IS 302-2201: 2008(Heating) |
- |
0 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC
Refer to the Clause No. 11 above and repeated clause |
| Cl.11 of IS 302-2201: 2008(Heating) |
- |
0 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC
Refer to the Clause No. 11 above and repeated clause |
| Cl.11 of IS 302-2201: 2008(Heating) |
- |
0 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC
Refer to the Clause No. 11 above and repeated clause |
| Cl.13 of IS 302-2-201: 2008(Leakage Current & Electric Strength at Operating Temperature) |
- |
1000 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC |
| Cl.14 of IS 302‐2-201:2008(Transient Over Voltages ) |
- |
1500 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC |
| Cl.15 of IS 302-2-201:2008(Moisture Resistance ) |
- |
2000 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC |
| Cl.15 of IS 302-2-201:2008(Moisture Resistance ) |
- |
0 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC
Refer to the Clause No. 15 above and repeated clause |
| Cl.16 of IS 302-2-201:2008(Leakage Current & Electric Strength) |
- |
1000 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC |
| Cl.16 of IS 302-2-201:2008(Leakage Current & Electric Strength) |
- |
0 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC
Refer to the Clause No. 16 above and repeated clause |
| Cl.17 of IS 302‐2-201: 2008(Overload Protection of Transformers & Associated Circuits) |
- |
1000 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC |
| Cl.19 of IS 302‐2-201: 2008(Abnormal Operation ) |
- |
2000 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC |
| Cl.19 of IS 302‐2-201: 2008(Abnormal Operation ) |
- |
0 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC
Refer to the Clause No. 19 above and repeated clause |
| Cl.19 of IS 302‐2-201: 2008(Abnormal Operation ) |
- |
0 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC
Refer to the Clause No. 19 above and repeated clause |
| Cl.19 of IS 302‐2-201: 2008(Abnormal Operation ) |
- |
0 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC
Refer to the Clause No. 19 above and repeated clause |
| Cl.20 of IS 302-2-201: 2008(Stability & Mechanical Hazards) |
- |
500 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC |
| Cl.21 of IS 302-2-201: 2008(Mechanical Strength ) |
- |
1000 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC |
| Cl.21 of IS 302-2-201: 2008(Mechanical Strength ) |
- |
0 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC
Refer to the Clause No. 21 above and repeated clause |
| Cl.21 of IS 302-2-201: 2008(Mechanical Strength ) |
- |
0 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC
Refer to the Clause No. 21 above and repeated clause |
| Cl.22 of IS 302-2-201: 2008(Construction) |
- |
2000 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC |
| Cl.23 of 302-2-201:2008(Internal Wiring ) |
- |
1000 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC |
| Cl.23 of 302-2-201:2008(Internal Wiring ) |
- |
0 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC
Refer to the Clause No. 23 above and repeated clause |
| Cl.23 of 302-2-201:2008(Internal Wiring ) |
- |
0 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC
Refer to the Clause No. 23 above and repeated clause |
| Cl.23 of 302-2-201:2008(Internal Wiring ) |
- |
0 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC
Refer to the Clause No. 23 above and repeated clause |
| Cl.23 of 302-2-201:2008(Internal Wiring ) |
- |
0 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC
Refer to the Clause No. 23 above and repeated clause |
| Cl.23 of 302-2-201:2008(Internal Wiring ) |
- |
0 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC
Refer to the Clause No. 23 above and repeated clause |
| Cl.23 of 302-2-201:2008(Internal Wiring ) |
- |
0 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC
Refer to the Clause No. 23 above and repeated clause |
| Cl.23 of 302-2-201:2008(Internal Wiring ) |
- |
0 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC
Refer to the Clause No. 23 above and repeated clause |
| Cl.23 of 302-2-201:2008(Internal Wiring ) |
- |
0 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC
Refer to the Clause No. 23 above and repeated clause |
| Cl.24 of IS 302-2-201: 2008(Component) |
- |
1500 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC |
| Cl.24 of IS 302-2-201: 2008(Component) |
- |
0 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC
Refer to the Clause No. 24 above and repeated clause |
| Cl.24 of IS 302-2-201: 2008(Component) |
- |
0 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC
Refer to the Clause No. 24 above and repeated clause |
| Cl.24 of IS 302-2-201: 2008(Component) |
- |
0 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC
Refer to the Clause No. 24 above and repeated clause |
| Cl.24 of IS 302-2-201: 2008(Component) |
- |
0 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC
Refer to the Clause No. 24 above and repeated clause |
| Cl.24 of IS 302-2-201: 2008(Component) |
- |
0 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC
Refer to the Clause No. 24 above and repeated clause |
| Cl.24 of IS 302-2-201: 2008(Component) |
- |
0 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC
Refer to the Clause No. 24 above and repeated clause |
| Cl.24 of IS 302-2-201: 2008(Component) |
- |
0 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC
Refer to the Clause No. 24 above and repeated clause |
| Cl.24 of IS 302-2-201: 2008(Component) |
- |
0 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC
Refer to the Clause No. 24 above and repeated clause |
| Cl.25 of IS 302-2-201: 2008(Supply Connection and External Flexible Cords) |
- |
1000 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC |
| Cl.25 of IS 302-2-201: 2008(Supply Connection and External Flexible Cords) |
- |
0 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC
Refer to the Clause No. 25 above and repeated clause |
| Cl.25 of IS 302-2-201: 2008(Supply Connection and External Flexible Cords) |
- |
0 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC
Refer to the Clause No. 25 above and repeated clause |
| Cl.25 of IS 302-2-201: 2008(Supply Connection and External Flexible Cords) |
- |
0 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC
Refer to the Clause No. 25 above and repeated clause |
| Cl.25 of IS 302-2-201: 2008(Supply Connection and External Flexible Cords) |
- |
0 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC
Refer to the Clause No. 25 above and repeated clause |
| Cl.25 of IS 302-2-201: 2008(Supply Connection and External Flexible Cords) |
- |
0 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC
Refer to the Clause No. 25 above and repeated clause |
| Cl.25 of IS 302-2-201: 2008(Supply Connection and External Flexible Cords) |
- |
0 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC
Refer to the Clause No. 25 above and repeated clause |
| Cl.25 of IS 302-2-201: 2008(Supply Connection and External Flexible Cords) |
- |
0 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC
Refer to the Clause No. 25 above and repeated clause |
| Cl.25 of IS 302-2-201: 2008(Supply Connection and External Flexible Cords) |
- |
0 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC
Refer to the Clause No. 25 above and repeated clause |
| Cl.25 of IS 302-2-201: 2008(Supply Connection and External Flexible Cords) |
- |
0 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC
Refer to the Clause No. 25 above and repeated clause |
| Cl.25 of IS 302-2-201: 2008(Supply Connection and External Flexible Cords) |
- |
0 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC
Refer to the Clause No. 25 above and repeated clause |
| Cl.25 of IS 302-2-201: 2008(Supply Connection and External Flexible Cords) |
- |
0 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC
Refer to the Clause No. 25 above and repeated clause |
| Cl.25 of IS 302-2-201: 2008(Supply Connection and External Flexible Cords) |
- |
0 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC
Refer to the Clause No. 25 above and repeated clause |
| Cl.25 of IS 302-2-201: 2008(Supply Connection and External Flexible Cords) |
- |
0 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC
Refer to the Clause No. 25 above and repeated clause |
| Cl.25 of IS 302-2-201: 2008(Supply Connection and External Flexible Cords) |
- |
0 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC
Refer to the Clause No. 25 above and repeated clause |
| Cl.25 of IS 302-2-201: 2008(Supply Connection and External Flexible Cords) |
- |
0 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC
Refer to the Clause No. 25 above and repeated clause |
| Cl.25 of IS 302-2-201: 2008(Supply Connection and External Flexible Cords) |
- |
0 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC
Refer to the Clause No. 25 above and repeated clause |
| Cl.25 of IS 302-2-201: 2008(Supply Connection and External Flexible Cords) |
- |
0 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC
Refer to the Clause No. 25 above and repeated clause |
| Cl.25 of IS 302-2-201: 2008(Supply Connection and External Flexible Cords) |
- |
0 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC
Refer to the Clause No. 25 above and repeated clause |
| Cl.25 of IS 302-2-201: 2008(Supply Connection and External Flexible Cords) |
- |
0 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC
Refer to the Clause No. 25 above and repeated clause |
| Cl.26 of IS 302-2-201: 2008(Terminals for External Conductors) |
- |
1000 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC |
| Cl.27 of IS 302-2-201: 2008(Provision for Earthing ) |
- |
500 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC |
| Cl.27 of IS 302-2-201: 2008(Provision for Earthing ) |
- |
0 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC
Refer to the Clause No. 27 above and repeated clause |
| Cl.27 of IS 302-2-201: 2008(Provision for Earthing ) |
- |
0 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC
Refer to the Clause No. 27 above and repeated clause |
| Cl.27 of IS 302-2-201: 2008(Provision for Earthing ) |
- |
0 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC
Refer to the Clause No. 27 above and repeated clause |
| Cl.27 of IS 302-2-201: 2008(Provision for Earthing ) |
- |
0 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC
Refer to the Clause No. 27 above and repeated clause |
| Cl.27 of IS 302-2-201: 2008(Provision for Earthing ) |
- |
0 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC
Refer to the Clause No. 27 above and repeated clause |
| Cl.28 of IS 302-2-201: 2008(Screws & Connections ) |
- |
500 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC |
| Cl.29 of IS 302-2‐201:2008(Clearances, Creepage Distances and Solid Insulation ) |
- |
700 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC |
| Cl.30 of IS 302-2‐201:2008(Resistance to Heat and Fire ) |
- |
2000 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC |
| Cl.31 of IS 302-2-201:2008(Resistance of Rusting ) |
- |
500 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC |
| Cl.32 of IS 302-2-201:2008(Radiation, Toxicity and Similar Hazards) |
- |
500 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC |
| 19.11.4.7(Harmonics) |
- |
25000 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC |
| 19.11.4.6(Class 3 Voltage dips and interruptions) |
- |
25000 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC |
| 19.11.4.5(Immunity to conducted discharges) |
- |
30000 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC |
| 19.11.4.4(Surge immunity test) |
- |
25000 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC |
| 19.11.4.3(Fast transient bursts) |
- |
25000 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC |
| 19.11.4.2(Radiated fields) |
- |
45000 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC |
| 19.11.4.1(Electrostatic discharges) |
- |
25000 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC |
| 4(GENERAL REQUIREMENTS) |
- |
100 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC |
| 5(GENERAL CONDITIONS FOR THE TESTS) |
- |
100 |
|
25000/- Without EMI/EMC and 225000/- with EMI/ EMC |
|
- |
- Included w.e.f 27.01.2026 |
| 1270 |
Bharti Automation Pvt. Ltd.(A Testing Division), Gurugram
| 8141726
| IS 16270 (2023) |
Secondary cells and batteries for solar photovoltaic application - General requirements and methods of test |
- |
50000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl-4.1(Photovoltaic Energy System) |
- |
2000 |
|
20% discount to BIS |
| Cl-4.2(Secondary Cells and Batteries) |
- |
2000 |
|
20% discount to BIS |
| Cl-4.3(General Operating Conditions) |
- |
2000 |
|
20% discount to BIS |
| Cl-4.3.8(Storage) |
- |
2000 |
|
20% discount to BIS |
| Cl-4.3.9(Operating Temperature) |
- |
2000 |
|
20% discount to BIS |
| Cl-5.1(Mechanical Endurance) |
- |
2000 |
|
20% discount to BIS |
| Cl-5.2(Charge Efficiency) |
- |
2000 |
|
20% discount to BIS |
| Cl-5.3(Deep Discharge Protection) |
- |
2000 |
|
20% discount to BIS |
| Cl-5.4(Marking) |
- |
2000 |
|
20% discount to BIS |
| Cl-5.5(Safety) |
- |
2000 |
|
20% discount to BIS |
| Cl-5.6(Documentation) |
- |
2000 |
|
20% discount to BIS |
| Cl-6(Functional characteristice) |
- |
2000 |
|
20% discount to BIS |
| Cl-7(General test conditions) |
- |
2000 |
|
20% discount to BIS |
| Cl-8.1(Capacity Test) |
- |
2000 |
|
20% discount to BIS |
| Cl-8.2(Endurance Test) |
- |
2000 |
|
20% discount to BIS |
| Cl-8.3(Charge Retention Test) |
- |
2000 |
|
20% discount to BIS |
| Cl-8.4(Cycle Endurance in Photovoltaic Application (Extreme Conditions)) |
- |
2000 |
|
20% discount to BIS |
| Cl-8.5(Sulphation Test (Applicable for Lead Acid Batteries only)) |
- |
2000 |
|
20% discount to BIS |
| Cl-8.6(Water Loss Test (Valid for Flooded Lead Acid Batteries only)) |
- |
2000 |
|
20% discount to BIS |
| Cl-9.1(Type Tests) |
- |
2000 |
|
20% discount to BIS |
| Cl-9.2(Acceptance Test) |
- |
2000 |
|
20% discount to BIS |
| 4.3.7.1(Specific gravity) |
- |
2000 |
|
20% discount to BIS |
|
05 Aug, 2027 |
- included w.e.f 27.01.2026 |
| 1271 |
ACCURATE TEST SOLUTIONS LLP
| 8192806
| IS 8360 (2022) |
Fabricated Polyethylene Fittings for Water Supply � Specification (First Revision) |
20 MM TO 630 MM |
15000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 4(Materials) |
- |
10000 |
|
- |
| 5(Sizes and Designation of Fittings) |
- |
1000 |
|
- |
| 6(Visual Appearance) |
- |
500 |
|
- |
| 7(Dimensions of Fittings) |
- |
3000 |
|
- |
| 8.1(Hydraulic Characteristics) |
- |
6000 |
|
- |
| 8.2(Tensile Strength for Butt-Fusion) |
- |
3000 |
|
- |
| 9.1.2(Type Tests for Fittings Sizes) |
- |
6000 |
|
- |
| 9.2.2(Lot) |
- |
500 |
|
- |
| 9.2.3(Visual and Dimensional Requirements for Fabricated PE Fittings) |
- |
2000 |
|
- |
| 9.2.4.1(Fittings sizes up to 560 mm) |
- |
1000 |
|
- |
| 9.2.4.2(Fittings sizes including and above 630 mm) |
- |
1000 |
|
- |
| 10(Marking) |
- |
500 |
|
- |
| 4(Materials) |
- |
- |
|
- |
| 5(Sizes and Designation of Fittings) |
- |
- |
|
- |
| 6(Visual Appearance) |
- |
- |
|
- |
| 7(Dimensions of Fittings) |
- |
- |
|
- |
| 8.1(Hydraulic Characteristics) |
- |
- |
|
- |
| 8.2(Tensile Strength for Butt-Fusion) |
- |
- |
|
- |
| 9.1.2(Type Tests for Fittings Sizes) |
- |
- |
|
- |
| 9.2.2(Lot) |
- |
- |
|
- |
| 9.2.3(Visual and Dimensional Requirements for Fabricated PE Fittings) |
- |
- |
|
- |
| 9.2.4.1(Fittings sizes up to 560 mm) |
- |
- |
|
- |
| 9.2.4.2(Fittings sizes including and above 630 mm) |
- |
- |
|
- |
| 10(Marking) |
- |
- |
|
- |
|
08 Dec, 2028 |
- Included w.e.f 31.12.2025 |
| 1272 |
National Test House (WR) - NTH, Mumbai
| 7107604
| IS 16651 (2017) |
High Strength Deformed Stainless Steel Bars and Wires for Concrete Reinforcement - Specification |
All Grade, All Type, All Size,etc. |
41000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl 4.4(Surface Quality) |
- |
500 |
|
- |
| Cl 5.1(Grade) |
- |
500 |
|
- |
| Cl 5.2(Deformations and Surface Characteristics) |
- |
1000 |
|
- |
| Cl 5.2(Deformations and Surface Characteristics) |
- |
1000 |
|
- |
| Cl 5.3(Longitudinal ribs) |
- |
1000 |
|
- |
| Cl 5.7(Pull out test) |
- |
15000 |
|
- |
| Cl 6.1(Nominal size) |
- |
1000 |
|
- |
| Cl 7.2 / Table 3(Nominal mass) |
- |
1000 |
|
- |
| Cl 8.2 / Table 5(Physical Properties) |
- |
1000 |
|
- |
| Cl 8.2 / Table 5(Physical Properties) |
- |
1000 |
|
- |
| Cl 8.2 / Table 5(Physical Properties) |
- |
1000 |
|
- |
| Cl 8.2 / Table 5(Physical Properties) |
- |
1000 |
|
- |
| Cl 8.3(Bend test) |
- |
1000 |
|
- |
| Cl 8.3(Rebend test) |
- |
1500 |
|
- |
| Cl 8.4(Bond Strength) |
- |
15000 |
|
- |
| Cl 8.5(Fatigue Test) |
- |
0 |
|
- |
| Cl 8.6(Charpy Impact Test) |
- |
5000 |
|
- |
| Cl 8.7(Inter-Granular Corrosion Test) |
- |
10000 |
|
- |
| Clause-4.3.1, Table- 1(CARBON) |
- |
500 |
|
- |
| Clause-4.3.1, Table- 1(SULPHUR) |
- |
500 |
|
- |
| Clause-4.3.1, Table- 1(PHOSPHURS) |
- |
500 |
|
- |
| Clause-4.3.1, Table- 1(MANGANESE) |
- |
500 |
|
- |
| Clause-4.3.1, Table- 1(NITROGEN) |
- |
500 |
|
- |
| Clause-4.3.1, Table- 1(SILICON) |
- |
500 |
|
- |
| Clause-4.3.1, Table- 1(ALUMINIUM) |
- |
500 |
|
- |
| Clause-4.3.1, Table- 1(CHROMIUM) |
- |
500 |
|
- |
| Clause-4.3.1, Table- 1(COPPER) |
- |
500 |
|
- |
| Clause-4.3.1, Table- 1(MOLYBDENUM) |
- |
500 |
|
- |
| Clause-4.3.1, Table- 1(NICKEL) |
- |
500 |
|
- |
| 4.1(Designation) |
- |
500 |
|
- |
| 4.2(Manufacture) |
- |
500 |
|
- |
| 4.3(Chemical Composition) |
- |
5000 |
|
- |
| 4.4(Surface Quality) |
- |
500 |
|
- |
| 5(Requirements for Bond) |
- |
15000 |
|
- |
| 6.2(The values for the nominal cross-sectional area) |
- |
1000 |
|
- |
| 6.3(Effective Cross-Sectional Area and Mass of Deformed Bars and Wires) |
- |
1000 |
|
- |
| 7.1(Specified Lengths) |
- |
500 |
|
- |
| 7.2(Nominal Mass) |
- |
1000 |
|
- |
| 8.2(Tensile Properties) |
- |
3000 |
|
- |
| 8.3(Bend and Rebend Properties) |
- |
2500 |
|
- |
| 8.4(Bond Strength) |
- |
15000 |
|
- |
| 8.5(Fatigue Test) |
- |
0 |
|
- |
| 8.6(Charpy Impact Test) |
- |
5000 |
|
- |
| 8.7(Inter-Granular Corrosion Test) |
- |
10000 |
|
- |
| 9.1(Selection and Preparation of Test Sample) |
- |
2000 |
|
- |
| 9.2(Tensile Test) |
- |
3000 |
|
- |
| 9.3(Bend Test) |
- |
1000 |
|
- |
| 9.4(Rebend Test) |
- |
1500 |
|
- |
| 9.5(Retests) |
- |
10000 |
|
- |
| 10(Routine Inspection and Testing facilities) |
- |
0 |
|
- |
| 11.1(General Requirements) |
- |
0 |
|
- |
| 11.4(Manufacturer’s Certificate) |
- |
500 |
|
- |
| 12(Identification and Marking) |
- |
500 |
|
- |
| Table-1, Clause - 4.3.1(CARBON) |
- |
500 |
|
- |
| Table-1, Clause - 4.3.1(SULPHUR) |
- |
500 |
|
- |
| Table-1, Clause - 4.3.1(PHOSPHURS) |
- |
500 |
|
- |
| Table-1, Clause - 4.3.1(MANGANESE) |
- |
500 |
|
- |
| Table-1, Clause - 4.3.1(NITROGEN) |
- |
500 |
|
- |
| Table-1, Clause - 4.3.1(SILICON) |
- |
500 |
|
- |
| Table-1, Clause - 4.3.1(COPPER) |
- |
500 |
|
- |
| Table-1, Clause - 4.3.1(CHROMIUM) |
- |
500 |
|
- |
| Table-1, Clause - 4.3.1(NICKEL) |
- |
500 |
|
- |
| Table-1, Clause - 4.3.1(MOLYBDENUM) |
- |
500 |
|
- |
| Cl 4.4(Surface Quality) |
- |
500 |
|
- |
| Cl 5.1(Grade) |
- |
500 |
|
- |
| Cl 5.2(Deformations and Surface Characteristics) |
- |
1000 |
|
- |
| Cl 5.2(Deformations and Surface Characteristics) |
- |
1000 |
|
- |
| Cl 5.3(Longitudinal ribs) |
- |
1000 |
|
- |
| Cl 5.7(Pull out test) |
- |
15000 |
|
- |
| Cl 6.1(Nominal size) |
- |
1000 |
|
- |
| Cl 7.2 / Table 3(Nominal mass) |
- |
1000 |
|
- |
| Cl 8.2 / Table 5(Physical Properties) |
- |
1000 |
|
- |
| Cl 8.2 / Table 5(Physical Properties) |
- |
1000 |
|
- |
| Cl 8.2 / Table 5(Physical Properties) |
- |
1000 |
|
- |
| Cl 8.2 / Table 5(Physical Properties) |
- |
1000 |
|
- |
| Cl 8.3(Bend test) |
- |
1000 |
|
- |
| Cl 8.3(Rebend test) |
- |
1500 |
|
- |
| Cl 8.4(Bond Strength) |
- |
15000 |
|
- |
| Cl 8.5(Fatigue Test) |
- |
0 |
|
- |
| Cl 8.6(Charpy Impact Test) |
- |
5000 |
|
- |
| Cl 8.7(Inter-Granular Corrosion Test) |
- |
10000 |
|
- |
| Clause-4.3.1, Table- 1(CARBON) |
- |
500 |
|
- |
| Clause-4.3.1, Table- 1(SULPHUR) |
- |
500 |
|
- |
| Clause-4.3.1, Table- 1(PHOSPHURS) |
- |
500 |
|
- |
| Clause-4.3.1, Table- 1(MANGANESE) |
- |
500 |
|
- |
| Clause-4.3.1, Table- 1(NITROGEN) |
- |
500 |
|
- |
| Clause-4.3.1, Table- 1(SILICON) |
- |
500 |
|
- |
| Clause-4.3.1, Table- 1(ALUMINIUM) |
- |
500 |
|
- |
| Clause-4.3.1, Table- 1(CHROMIUM) |
- |
500 |
|
- |
| Clause-4.3.1, Table- 1(COPPER) |
- |
500 |
|
- |
| Clause-4.3.1, Table- 1(MOLYBDENUM) |
- |
500 |
|
- |
| Clause-4.3.1, Table- 1(NICKEL) |
- |
500 |
|
- |
| 4.1(Designation) |
- |
500 |
|
- |
| 4.2(Manufacture) |
- |
500 |
|
- |
| 4.3(Chemical Composition) |
- |
5000 |
|
- |
| 4.4(Surface Quality) |
- |
500 |
|
- |
| 5(Requirements for Bond) |
- |
15000 |
|
- |
| 6.2(The values for the nominal cross-sectional area) |
- |
1000 |
|
- |
| 6.3(Effective Cross-Sectional Area and Mass of Deformed Bars and Wires) |
- |
1000 |
|
- |
| 7.1(Specified Lengths) |
- |
1000 |
|
- |
| 7.2(Nominal Mass) |
- |
1000 |
|
- |
| 8.2(Tensile Properties) |
- |
3000 |
|
- |
| 8.3(Bend and Rebend Properties) |
- |
2500 |
|
- |
| 8.4(Bond Strength) |
- |
15000 |
|
- |
| 8.5(Fatigue Test) |
- |
0 |
|
- |
| 8.6(Charpy Impact Test) |
- |
5000 |
|
- |
| 8.7(Inter-Granular Corrosion Test) |
- |
10000 |
|
- |
| 9.1(Selection and Preparation of Test Sample) |
- |
1000 |
|
- |
| 9.2(Tensile Test) |
- |
3000 |
|
- |
| 9.3(Bend Test) |
- |
1000 |
|
- |
| 9.4(Rebend Test) |
- |
1500 |
|
- |
| 9.5(Retests) |
- |
15000 |
|
- |
| 10(Routine Inspection and Testing facilities) |
- |
1000 |
|
- |
| 11.1(General Requirements) |
- |
0 |
|
- |
| 11.4(Manufacturer’s Certificate) |
- |
500 |
|
- |
| 12(Identification and Marking) |
- |
500 |
|
- |
| Table-1, Clause - 4.3.1(CARBON) |
- |
500 |
|
- |
| Table-1, Clause - 4.3.1(SULPHUR) |
- |
500 |
|
- |
| Table-1, Clause - 4.3.1(PHOSPHURS) |
- |
500 |
|
- |
| Table-1, Clause - 4.3.1(MANGANESE) |
- |
500 |
|
- |
| Table-1, Clause - 4.3.1(NITROGEN) |
- |
500 |
|
- |
| Table-1, Clause - 4.3.1(SILICON) |
- |
500 |
|
- |
| Table-1, Clause - 4.3.1(COPPER) |
- |
500 |
|
- |
| Table-1, Clause - 4.3.1(CHROMIUM) |
- |
500 |
|
- |
| Table-1, Clause - 4.3.1(NICKEL) |
- |
500 |
|
- |
| Table-1, Clause - 4.3.1(MOLYBDENUM) |
- |
500 |
|
- |
| Cl 4.4(Surface Quality) |
- |
1000 |
|
- |
| Cl 5.1(Grade) |
- |
1000 |
|
- |
| Cl 5.2(Deformations and Surface Characteristics) |
- |
1000 |
|
- |
| Cl 5.2(Deformations and Surface Characteristics) |
- |
1000 |
|
- |
| Cl 5.3(Longitudinal ribs) |
- |
1000 |
|
- |
| Cl 5.7(Pull out test) |
- |
15000 |
|
- |
| Cl 6.1(Nominal size) |
- |
1000 |
|
- |
| Cl 7.2 / Table 3(Nominal mass) |
- |
1000 |
|
- |
| Cl 8.2 / Table 5(Physical Properties) |
- |
1000 |
|
- |
| Cl 8.2 / Table 5(Physical Properties) |
- |
1000 |
|
- |
| Cl 8.2 / Table 5(Physical Properties) |
- |
1000 |
|
- |
| Cl 8.2 / Table 5(Physical Properties) |
- |
1000 |
|
- |
| Cl 8.3(Bend test) |
- |
1000 |
|
- |
| Cl 8.3(Rebend test) |
- |
1500 |
|
- |
| Cl 8.4(Bond Strength) |
- |
15000 |
|
- |
| Cl 8.5(Fatigue Test) |
- |
0 |
|
- |
| Cl 8.6(Charpy Impact Test) |
- |
5000 |
|
- |
| Cl 8.7(Inter-Granular Corrosion Test) |
- |
10000 |
|
- |
| Clause-4.3.1, Table- 1(CARBON) |
- |
500 |
|
- |
| Clause-4.3.1, Table- 1(SULPHUR) |
- |
500 |
|
- |
| Clause-4.3.1, Table- 1(PHOSPHURS) |
- |
500 |
|
- |
| Clause-4.3.1, Table- 1(MANGANESE) |
- |
500 |
|
- |
| Clause-4.3.1, Table- 1(NITROGEN) |
- |
500 |
|
- |
| Clause-4.3.1, Table- 1(SILICON) |
- |
500 |
|
- |
| Clause-4.3.1, Table- 1(ALUMINIUM) |
- |
500 |
|
- |
| Clause-4.3.1, Table- 1(CHROMIUM) |
- |
500 |
|
- |
| Clause-4.3.1, Table- 1(COPPER) |
- |
500 |
|
- |
| Clause-4.3.1, Table- 1(MOLYBDENUM) |
- |
500 |
|
- |
| Clause-4.3.1, Table- 1(NICKEL) |
- |
500 |
|
- |
| 4.1(Designation) |
- |
0 |
|
- |
| 4.2(Manufacture) |
- |
0 |
|
- |
| 4.3(Chemical Composition) |
- |
5000 |
|
- |
| 4.4(Surface Quality) |
- |
1000 |
|
- |
| 5(Requirements for Bond) |
- |
15000 |
|
- |
| 6.2(The values for the nominal cross-sectional area) |
- |
1000 |
|
- |
| 6.3(Effective Cross-Sectional Area and Mass of Deformed Bars and Wires) |
- |
1000 |
|
- |
| 7.1(Specified Lengths) |
- |
1000 |
|
- |
| 7.2(Nominal Mass) |
- |
1000 |
|
- |
| 8.2(Tensile Properties) |
- |
1000 |
|
- |
| 8.3(Bend and Rebend Properties) |
- |
2500 |
|
- |
| 8.4(Bond Strength) |
- |
15000 |
|
- |
| 8.5(Fatigue Test) |
- |
0 |
|
- |
| 8.6(Charpy Impact Test) |
- |
5000 |
|
- |
| 8.7(Inter-Granular Corrosion Test) |
- |
10000 |
|
- |
| 9.1(Selection and Preparation of Test Sample) |
- |
1000 |
|
- |
| 9.2(Tensile Test) |
- |
1000 |
|
- |
| 9.3(Bend Test) |
- |
1000 |
|
- |
| 9.4(Rebend Test) |
- |
1500 |
|
- |
| 9.5(Retests) |
- |
10000 |
|
- |
| 10(Routine Inspection and Testing facilities) |
- |
0 |
|
- |
| 11.1(General Requirements) |
- |
0 |
|
- |
| 11.4(Manufacturer’s Certificate) |
- |
0 |
|
- |
| 12(Identification and Marking) |
- |
0 |
|
- |
| Table-1, Clause - 4.3.1(CARBON) |
- |
500 |
|
- |
| Table-1, Clause - 4.3.1(SULPHUR) |
- |
500 |
|
- |
| Table-1, Clause - 4.3.1(PHOSPHURS) |
- |
500 |
|
- |
| Table-1, Clause - 4.3.1(MANGANESE) |
- |
500 |
|
- |
| Table-1, Clause - 4.3.1(NITROGEN) |
- |
500 |
|
- |
| Table-1, Clause - 4.3.1(SILICON) |
- |
500 |
|
- |
| Table-1, Clause - 4.3.1(COPPER) |
- |
500 |
|
- |
| Table-1, Clause - 4.3.1(CHROMIUM) |
- |
500 |
|
- |
| Table-1, Clause - 4.3.1(NICKEL) |
- |
500 |
|
- |
| Table-1, Clause - 4.3.1(MOLYBDENUM) |
- |
500 |
|
- |
| Cl 4.4(Surface Quality) |
- |
1000 |
|
- |
| Cl 5.1(Grade) |
- |
0 |
|
- |
| Cl 5.2(Deformations and Surface Characteristics) |
- |
500 |
|
- |
| Cl 5.2(Deformations and Surface Characteristics) |
- |
500 |
|
- |
| Cl 5.3(Longitudinal ribs) |
- |
500 |
|
- |
| Cl 5.7(Pull out test) |
- |
15000 |
|
- |
| Cl 6.1(Nominal size) |
- |
1000 |
|
- |
| Cl 7.2 / Table 3(Nominal mass) |
- |
1000 |
|
- |
| Cl 8.2 / Table 5(Physical Properties) |
- |
1000 |
|
- |
| Cl 8.2 / Table 5(Physical Properties) |
- |
1000 |
|
- |
| Cl 8.2 / Table 5(Physical Properties) |
- |
1000 |
|
- |
| Cl 8.2 / Table 5(Physical Properties) |
- |
1000 |
|
- |
| Cl 8.3(Bend test) |
- |
1500 |
|
- |
| Cl 8.3(Rebend test) |
- |
1500 |
|
- |
| Cl 8.4(Bond Strength) |
- |
15000 |
|
- |
| Cl 8.5(Fatigue Test) |
- |
0 |
|
- |
| Cl 8.6(Charpy Impact Test) |
- |
5000 |
|
- |
| Cl 8.7(Inter-Granular Corrosion Test) |
- |
10000 |
|
- |
| Clause-4.3.1, Table- 1(CARBON) |
- |
500 |
|
- |
| Clause-4.3.1, Table- 1(SULPHUR) |
- |
500 |
|
- |
| Clause-4.3.1, Table- 1(PHOSPHURS) |
- |
500 |
|
- |
| Clause-4.3.1, Table- 1(MANGANESE) |
- |
500 |
|
- |
| Clause-4.3.1, Table- 1(NITROGEN) |
- |
500 |
|
- |
| Clause-4.3.1, Table- 1(SILICON) |
- |
500 |
|
- |
| Clause-4.3.1, Table- 1(ALUMINIUM) |
- |
500 |
|
- |
| Clause-4.3.1, Table- 1(CHROMIUM) |
- |
500 |
|
- |
| Clause-4.3.1, Table- 1(COPPER) |
- |
500 |
|
- |
| Clause-4.3.1, Table- 1(MOLYBDENUM) |
- |
500 |
|
- |
| Clause-4.3.1, Table- 1(NICKEL) |
- |
500 |
|
- |
| 4.1(Designation) |
- |
0 |
|
- |
| 4.2(Manufacture) |
- |
0 |
|
- |
| 4.3(Chemical Composition) |
- |
5000 |
|
- |
| 4.4(Surface Quality) |
- |
1000 |
|
- |
| 5(Requirements for Bond) |
- |
1000 |
|
- |
| 6.2(The values for the nominal cross-sectional area) |
- |
1000 |
|
- |
| 6.3(Effective Cross-Sectional Area and Mass of Deformed Bars and Wires) |
- |
1000 |
|
- |
| 7.1(Specified Lengths) |
- |
1000 |
|
- |
| 7.2(Nominal Mass) |
- |
1000 |
|
- |
| 8.2(Tensile Properties) |
- |
3000 |
|
- |
| 8.3(Bend and Rebend Properties) |
- |
3000 |
|
- |
| 8.4(Bond Strength) |
- |
15000 |
|
- |
| 8.5(Fatigue Test) |
- |
0 |
|
- |
| 8.6(Charpy Impact Test) |
- |
5000 |
|
- |
| 8.7(Inter-Granular Corrosion Test) |
- |
10000 |
|
- |
| 9.1(Selection and Preparation of Test Sample) |
- |
1000 |
|
- |
| 9.2(Tensile Test) |
- |
1000 |
|
- |
| 9.3(Bend Test) |
- |
1500 |
|
- |
| 9.4(Rebend Test) |
- |
1500 |
|
- |
| 9.5(Retests) |
- |
0 |
|
- |
| 10(Routine Inspection and Testing facilities) |
- |
0 |
|
- |
| 11.1(General Requirements) |
- |
0 |
|
- |
| 11.4(Manufacturer’s Certificate) |
- |
0 |
|
- |
| 12(Identification and Marking) |
- |
0 |
|
- |
| Table-1, Clause - 4.3.1(CARBON) |
- |
500 |
|
- |
| Table-1, Clause - 4.3.1(SULPHUR) |
- |
500 |
|
- |
| Table-1, Clause - 4.3.1(PHOSPHURS) |
- |
500 |
|
- |
| Table-1, Clause - 4.3.1(MANGANESE) |
- |
500 |
|
- |
| Table-1, Clause - 4.3.1(NITROGEN) |
- |
500 |
|
- |
| Table-1, Clause - 4.3.1(SILICON) |
- |
500 |
|
- |
| Table-1, Clause - 4.3.1(COPPER) |
- |
500 |
|
- |
| Table-1, Clause - 4.3.1(CHROMIUM) |
- |
500 |
|
- |
| Table-1, Clause - 4.3.1(NICKEL) |
- |
500 |
|
- |
| Table-1, Clause - 4.3.1(MOLYBDENUM) |
- |
500 |
|
- |
|
24 Jul, 2025 |
- Included w.e.f. 29.01.2026
Exclusion; Cl 8.5 (Fatigue Test) |
| 1273 |
EMC Testing and Compliance LLP, Gurugram
| 8141526
| IS 736 (1986) |
Specification for wrought aluminium and aluminium alloy plate for general engineering purposes (Third Revision) |
- |
11000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 4(Freedom from defect) |
- |
500 |
|
- |
| 5(chemical composition) |
- |
2000 |
|
- |
| 6.1 table 2(0.2% proof strength) |
- |
2500 |
|
- |
| 6.1 table 2(tensile strength) |
- |
2000 |
|
- |
| 6.1 table 2(Elongation) |
- |
2000 |
|
- |
| 8(Dimensions & Tolerances) |
- |
1000 |
|
- |
| 5.1, Table 1(Aluminium) |
- |
1000 |
|
- |
| 5.1, Table 1(Copper) |
- |
1000 |
|
- |
| 5.1, Table 1(Magnesium) |
- |
1000 |
|
- |
| 5.1, Table 1(Silicon) |
- |
1000 |
|
- |
| 5.1, Table 1(Iron) |
- |
1000 |
|
- |
| 5.1, Table 1(Mangnese) |
- |
1000 |
|
- |
| 5.1, Table 1(Zinc) |
- |
1000 |
|
- |
| 5.1, Table 1(Titanium and /or other grain refining element) |
- |
1000 |
|
- |
| 5.1, Table 1(Chromium) |
- |
1000 |
|
- |
| 5.1, Table 1(Vanadium) |
- |
1000 |
|
- |
| 4(Freedom from defect) |
- |
0 |
|
Repeated |
| 5(chemical composition) |
- |
0 |
|
Repeated |
| 6.1 table 2(0.2% proof strength) |
- |
0 |
|
Repeated |
| 6.1 table 2(tensile strength) |
- |
0 |
|
Repeated |
| 6.1 table 2(Elongation) |
- |
0 |
|
Repeated |
| 8(Dimensions & Tolerances) |
- |
0 |
|
Repeated |
| 5.1, Table 1(Aluminium) |
- |
0 |
|
Repeated |
| 5.1, Table 1(Copper) |
- |
0 |
|
Repeated |
| 5.1, Table 1(Magnesium) |
- |
0 |
|
Repeated |
| 5.1, Table 1(Silicon) |
- |
0 |
|
Repeated |
| 5.1, Table 1(Iron) |
- |
0 |
|
Repeated |
| 5.1, Table 1(Mangnese) |
- |
0 |
|
Repeated |
| 5.1, Table 1(Zinc) |
- |
0 |
|
Repeated |
| 5.1, Table 1(Titanium and /or other grain refining element) |
- |
0 |
|
Repeated |
| 5.1, Table 1(Chromium) |
- |
0 |
|
Repeated |
| 5.1, Table 1(Vanadium) |
- |
0 |
|
Repeated |
|
19 Jul, 2027 |
- Included w.e.f 05.01.2026 |
| 1274 |
NATIONAL TEST HOUSE(SR), Chennai
| 6122704
| IS 12330 (1988) |
Specificatioon for sulphate resisting Portland cement |
- |
11180 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 5.1(Fineness 4031 Part 2) |
- |
1118 |
|
ALL FEES ARE INCLUDING GST |
| 5.2.1(Expansion by Le Chatelier- 4031 Part 3) |
- |
590 |
|
ALL FEES ARE INCLUDING GST |
| 5.2.1(Expansion by Autoclave- 4031 Part 3) |
- |
1118 |
|
ALL FEES ARE INCLUDING GST |
| 5.3 a)(Setting Time Initial- 4031 Part 5) |
- |
590 |
|
ALL FEES ARE INCLUDING GST |
| 5.3 b)(Setting Time Final- 4031 Part 5) |
- |
590 |
|
ALL FEES ARE INCLUDING GST |
| 5.5 i)(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6) |
- |
1118 |
|
ALL FEES ARE INCLUDING GST |
| 5.5 ii)(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6) |
- |
1118 |
|
ALL FEES ARE INCLUDING GST |
| 5.5 iii)(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6) |
- |
1118 |
|
ALL FEES ARE INCLUDING GST |
| 4.1 - Table - 1 i(Ratio of percentage of lime to percentages of silica, alumina and iron oxide - Cl 4 of IS 4032:1985) |
- |
700 |
|
- |
| 4.1 - Table - 1 iii(Magnesia - Cl 4.8 of IS 4032:1985) |
- |
700 |
|
- |
| 4.1 - Table - 1 iv(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 4.9 of IS 4032:1985) |
- |
700 |
|
- |
| 4.1 - Table - 1 v(Tricalcium aluminate (C3A) - Cl 4 of IS 4032:1985) |
- |
700 |
|
- |
| 4.1 - Table - 1 vi(Tetracalcium alumino ferrite phase plus twice the tricalcium aluminate ( C4AF + 2C3A ) - Cl 4 of IS 4032:1985) |
- |
700 |
|
- |
| 4.1 - Table - 1 vii(Total loss on ignition - Cl 4.2 of IS 4032:1985) |
- |
700 |
|
- |
|
28 Nov, 2028 |
- - |
| 1275 |
NATIONAL TEST HOUSE(SR), Chennai
| 6122704
| IS 303 (1989) |
Plywood for General Purposes - |
- |
13000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 11.4, Table 4(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Minimum Individual) |
- |
3000 |
|
- |
| 11.4, Table 4(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Average) |
- |
3000 |
|
- |
| 11.4, Table 4(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Minimum Individual) |
- |
3000 |
|
- |
| 11.4, Table 4(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Average) |
- |
3000 |
|
- |
| 11.4, Table 4(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Minimum Individual) |
- |
3000 |
|
- |
| 11.4, Table 4(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Average) |
- |
3000 |
|
- |
| 11.4, Table 4(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual) |
- |
3000 |
|
- |
| 11.4, Table 4(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average) |
- |
3000 |
|
- |
| 11.2.2(Glue Adhesion - Mycological test - 11.2.2, Part 7 of IS 1734 [for MR Garde only]) |
- |
1500 |
|
- |
| 11.2.1(Glue Adhesion - Water resistance test - 11.2.1.1 [for MR Grade]) |
- |
2000 |
|
- |
| 11.2.1(Glue Adhesion - Water resistance test - 11.2.1.1 [for BWR Grade]) |
- |
2000 |
|
- |
| 11.3(Moisture Content - Part 1 of IS 1734) |
- |
1000 |
|
- |
| 8(Dimensions & Tolerances - Edge Straightness - Annexure C) |
- |
500 |
|
- |
| 8(Dimensions & Tolerances - Squareness - Annexure C) |
- |
500 |
|
- |
| 8(Dimensions & Tolerances - Thickness - Cl. 8) |
- |
500 |
|
- |
| 8(Dimensions & Tolerances - Width - Cl. 8) |
- |
500 |
|
- |
| 8(Dimensions & Tolerances - Length - Cl. 8) |
- |
500 |
|
- |
| 9(Workmanship and Finish - Cl.9, 8.3, Annexure C) |
- |
1000 |
|
- |
| 9(Workmanship and Finish - Cl.9, 8.3, Annexure C) |
- |
1000 |
|
- |
| 5.2, Table 1, Table 2(Quality Requirements - Cl. 5.2) |
- |
2000 |
|
- |
| 5.1(Type - For BB Type) |
- |
500 |
|
- |
| 5.1(Type - For AB Type) |
- |
500 |
|
- |
| 5.1(Type - For AA Type) |
- |
500 |
|
- |
| 4(Grade - For MR grade) |
- |
1000 |
|
- |
| 4(Grade - For BWR grade) |
- |
1000 |
|
- |
| cl. 13.1(marking) |
- |
1000 |
|
- |
| cl. 13.2(marking) |
- |
1000 |
|
- |
| Cl-12 (Amendment No-2 OF IS 303)(OPTIONAL REQUIREMENT FOR ECO MARK) |
- |
1000 |
|
- |
| CL-8.2(Thickness) |
- |
1000 |
|
- |
| CL-7.2.3(Grain Direction) |
- |
1000 |
|
- |
| CL-7.2.1(Thickness) |
- |
1000 |
|
- |
| CL-6.2(Adhesive) |
- |
1000 |
|
- |
| CL-7.2.5.1(Gaps in cores and cross-bands) |
- |
1000 |
|
- |
|
28 Nov, 2028 |
- - |
| 1276 |
NATIONAL TEST HOUSE(SR), Chennai
| 6122704
| IS 710 (2010) |
Marine plywood - Specification (Second Revision) |
- |
20000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 11.1(MARKING) |
- |
500 |
|
- |
| 11.2(MARKING) |
- |
500 |
|
- |
| 7.1(WORKMANSHIP AND FINISH ) |
- |
500 |
|
- |
| 7.2(WORKMANSHIP AND FINISH ) |
- |
500 |
|
- |
| 7.3(WORKMANSHIP AND FINISH ) |
- |
500 |
|
- |
| 7.5(WORKMANSHIP AND FINISH ) |
- |
500 |
|
- |
| 6.1(DIMENSIONS) |
- |
1000 |
|
- |
| 6.1(DIMENSIONS) |
- |
1000 |
|
- |
| 6.2(DIMENSIONS) |
- |
1000 |
|
- |
| 6.3(DIMENSIONS) |
- |
1000 |
|
- |
| 6.3(DIMENSIONS) |
- |
1000 |
|
- |
| 9.1.1(MOISTURE CONTENT) |
- |
1000 |
|
- |
| 9.1.2 , 9.1.2.1(Glue Adhesion in Dry State) |
- |
2000 |
|
- |
| 9.1.2 , 9.1.2.2(Glue Adhesion in Dry State) |
- |
2000 |
|
- |
| 9.1.3 , 9.1.3.1.1(Water resistance test) |
- |
2000 |
|
- |
| 9.1.3 , 9.1.3.1.2(Water resistance test) |
- |
2000 |
|
- |
| 9.1.5(Mycological test) |
- |
2500 |
|
- |
| 9.1.5 , 9.1.3.1.1(Mycological test) |
- |
2500 |
|
- |
| 9.1.5 , 9.1.3.1.2(Mycological test) |
- |
2500 |
|
- |
| 9.1.4(Tensile strength) |
- |
2500 |
|
- |
| 9.1.6 (Table 3)(Static bending strength) |
- |
3000 |
|
- |
| 9.1.6 (Table 3)(Static bending strength) |
- |
3000 |
|
- |
| 9.1.7 (Table 4)(Wet bending strength) |
- |
3000 |
|
- |
| 9.1.7 (Table 4)(Wet bending strength) |
- |
3000 |
|
- |
| 9.1.8(Retention of preservative) |
- |
3000 |
|
- |
| Cl. 9.1.7 (Table 4) (Cl. 9.1.7 (Table 4) (Modulus of Rupture: Across the Face Grain: Minimum Individual)) |
- |
3000 |
|
- |
| Cl. 9.1.7 (Table 4) (Cl. 9.1.7 (Table 4) (Modulus of Rupture: Across the Face Grain: Average)) |
- |
3000 |
|
- |
| Cl. 9.1.7 (Table 4) (Cl. 9.1.7 (Table 4) (Modulus of Rupture: Along the Face Grain: Minimum Individual)) |
- |
3000 |
|
- |
| Cl. 9.1.7 (Table 4) (Cl. 9.1.7 (Table 4) (Modulus of Rupture: Along the Face Grain: Average)) |
- |
3000 |
|
- |
| Cl. 9.1.7 (Table 4)(Cl. 9.1.7 (Table 4) (Modulus of Elasticity: Across the Face Grain: Minimum Individual)) |
- |
3000 |
|
- |
| Cl. 9.1.7 (Table 4) (Cl. 9.1.7 (Table 4) (Modulus of Elasticity: Across the Face Grain: Average)) |
- |
3000 |
|
- |
| Cl. 9.1.7 (Table 4) (Cl. 9.1.7 (Table 4) (Modulus of Elasticity: Along the Face Grain: Minimum Individual)) |
- |
3000 |
|
- |
| Cl. 9.1.7 (Table 4) (Cl. 9.1.7 (Table 4) (Modulus of Elasticity: Along the Face Grain: Average)) |
- |
3000 |
|
- |
| Cl. 9.1.6 (Table 3) (Cl. 9.1.6 (Table 3) (Modulus of Rupture: Across the Face Grain: Minimum Individual)) |
- |
3000 |
|
- |
| Cl. 9.1.6 (Table 3) (Cl. 9.1.6 (Table 3) (Modulus of Rupture: Across the Face Grain: Average)) |
- |
3000 |
|
- |
| Cl. 9.1.6 (Table 3) (Cl. 9.1.6 (Table 3) (Modulus of Rupture: Along the Face Grain: Minimum Individual)) |
- |
3000 |
|
- |
| Cl. 9.1.6 (Table 3) (Cl. 9.1.6 (Table 3) (Modulus of Rupture: Along the Face Grain: Average)) |
- |
3000 |
|
- |
| Cl. 9.1.6 (Table 3)(Cl. 9.1.6 (Table 3) (Modulus of Elasticity: Across the Face Grain: Minimum Individual)) |
- |
3000 |
|
- |
| Cl. 9.1.6 (Table 3) (Cl. 9.1.6 (Table 3) (Modulus of Elasticity: Across the Face Grain: Average)) |
- |
3000 |
|
- |
| Cl. 9.1.6 (Table 3) (Cl. 9.1.6 (Table 3) (Modulus of Elasticity: Along the Face Grain: Minimum Individual)) |
- |
3000 |
|
- |
| Cl. 9.1.6 (Table 3) (Cl. 9.1.6 (Table 3) (Modulus of Elasticity: Along the Face Grain: Average)) |
- |
3000 |
|
- |
| Cl. 9.1.4(Cl. 9.1.4 (Tensile Strength: Sum of the Tensile Strength in two directions)) |
- |
2500 |
|
- |
| Cl. 9.1.4 (Cl. 9.1.4 (Tensile Strength: Perpendicular to grain)) |
- |
2500 |
|
- |
| Cl. 9.1.4(Cl. 9.1.4 (Tensile Strength: Parallel to grain)) |
- |
2500 |
|
- |
| Cl.9.1.5,9.1.3.1.1(Cl.9.1.5 (Mycological Test),9.1.3.1.1 (Glue Shear Strength: Individual)) |
- |
2500 |
|
- |
| Cl.9.1.5,9.1.3.1.1(Cl.9.1.5 (Mycological Test),9.1.3.1.1 ( Glue Shear Strength: Average)) |
- |
2500 |
|
- |
| Cl. 9.1.3, 9.1.3.1.1 (Cl. 9.1.3 (Water Resistance Test) , 9.1.3.1.1 (Glue Shear Strength: Individual)) |
- |
2000 |
|
- |
| Cl. 9.1.3, 9.1.3.1.1 (Cl. 9.1.3 (Water Resistance Test ), 9.1.3.1.1 (Glue Shear Strength: Average)) |
- |
2000 |
|
- |
| Cl. 9.1.2, 9.1.2.1 (Cl. 9.1.2 (Glue Adhesion in Dry State), 9.1.2.1 ( Glue Shear Strength: Individual)) |
- |
2000 |
|
- |
| Cl. 9.1.2, 9.1.2.1 (Cl. 9.1.2 (Glue Adhesion in Dry State), 9.1.2.1 ( Glue Shear Strength: Average )) |
- |
2000 |
|
- |
| cl.5.1(manufacture - Veneers) |
- |
1000 |
|
- |
| cl.5.1(manufacture - Veneers - moisture content) |
- |
1000 |
|
- |
| cl.5.1.1(manufacture - Veneers - Defects in Veneers) |
- |
1000 |
|
- |
| cl.5.2.2(Assembly - Thickness of Veneers) |
- |
1000 |
|
- |
| Cl-10(ADDITIONAL REQUIREMENTS FOR ECO
MARK) |
- |
1000 |
|
- |
| CL-5.2.3(Joint in Veneers) |
- |
1000 |
|
- |
| CL-5.2.4(Grain Direction) |
- |
1000 |
|
- |
| CL-5.4(Moisture Content) |
- |
1000 |
|
- |
| CL-4.2.1(Adhesive) |
- |
1000 |
|
- |
|
28 Nov, 2028 |
- - |
| 1277 |
NATIONAL TEST HOUSE(SR), Chennai
| 6122704
| IS 1077 (1992) |
Common burnt clay building bricks - Specification (Fifth Revision) |
- |
5000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 4.1(Common burnt clay bricks) |
- |
500 |
|
- |
| 5(General Quality) |
- |
500 |
|
- |
| 6.1(Dimensions) |
- |
1000 |
|
- |
| 6.2(Tolerances) |
- |
1000 |
|
- |
| 7.1(Compressive strength) |
- |
2000 |
|
- |
| 7.2(Water Absorption) |
- |
1000 |
|
- |
| 7.3(Efflorescence) |
- |
1000 |
|
- |
| 9(Marking) |
- |
500 |
|
- |
|
28 Nov, 2028 |
- - |
| 1278 |
NATIONAL TEST HOUSE(SR), Chennai
| 6122704
| IS 12894 (2002) |
Pulverized fuel ash - Lime bricks - Specification |
- |
7000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 3.1(General Requirements) |
- |
500 |
|
- |
| 3.2(General Requirements) |
- |
500 |
|
- |
| 3.3(General Requirements) |
- |
500 |
|
- |
| 3.4(General Requirements) |
- |
500 |
|
- |
| 3.5(General Requirements) |
- |
500 |
|
- |
| 5.1(Dimensions) |
- |
500 |
|
- |
| 7.1, Table -1(Average Wet Compressive Strength) |
- |
2000 |
|
- |
| 7.2(Drying Shrinkage) |
- |
2000 |
|
- |
| 7.3(Efflorescence Test) |
- |
1000 |
|
- |
| 7.4(Water Absorption) |
- |
1000 |
|
- |
| 5.2(Tolerance) |
- |
500 |
|
- |
| 9(Marking) |
- |
500 |
|
- |
| 6(Materials) |
- |
500 |
|
- |
|
28 Nov, 2028 |
- - |
| 1279 |
NATIONAL TEST HOUSE(SR), Chennai
| 6122704
| IS 1328 (1996) |
Veneered Decorative Plywood -Specification |
- |
5000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 4.1(Grade - For BWR) |
- |
1000 |
|
- |
| 4.1(Grade - For MR) |
- |
1000 |
|
- |
| 4.2(Type - For Type 1) |
- |
1000 |
|
- |
| 4.2(Type - For Type 2) |
- |
1000 |
|
- |
| 7.1.1(Requirements - Open splits, checks or open joints - For Type 1 - Cl. 7.1.1) |
- |
1000 |
|
- |
| 7.2.1(Requirements - Open splits, checks or open joints - For Type 2 - Cl. 7.2.1) |
- |
1000 |
|
- |
| 7.2.2(Requirements - Other defects - For Type 2 - Cl. 7.2.2.) |
- |
1000 |
|
- |
| 7.1.3(Requirements - Other Charcteristics and Manufacturing Defects - For Type 1 - Cl. 7.1.3) |
- |
1000 |
|
- |
| 7.2.3(Requirements - Other Charcteristics and Manufacturing Defects - For Type 2 - Cl. 7.2.3) |
- |
1000 |
|
- |
| 8(Dimensions & Tolerances - Length - Cl. 8) |
- |
1000 |
|
- |
| 8(Dimensions & Tolerances - Width - Cl. 8) |
- |
1000 |
|
- |
| 8(Dimensions & Tolerances - Thickness - Cl. 8) |
- |
1000 |
|
- |
| 8(Dimensions & Tolerances - Edge Straightness - Annexure C) |
- |
1000 |
|
- |
| 8(Dimensions & Tolerances - Squareness - Annexure C) |
- |
1000 |
|
- |
| 9(Finish - Cl. 9.1, 8.3) |
- |
1000 |
|
- |
| 9(Finish - Cl. 9.2, 8.3) |
- |
1000 |
|
- |
| 11(Tests - Moisture Content - Part 1 of IS 1734) |
- |
1000 |
|
- |
| 11(Tests - Water Resistance Test - Cl. 11.1.2.1 [for MR Grade]) |
- |
2000 |
|
- |
| 11(Tests - Water Resistance Test - Cl. 11.1.2.2 [for BWR Grade]) |
- |
2000 |
|
- |
| 7.1.2(Requirements - Other defects - For Type 1 - Cl. 7.1.2) |
- |
1000 |
|
- |
|
28 Nov, 2028 |
- - |
| 1280 |
NATIONAL TEST HOUSE(SR), Chennai
| 6122704
| IS 1659 (2004) |
Block boards - Specification (Fourth Revision) |
- |
1100 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 9.2.6(Spot test - Annexure L) |
- |
2000 |
|
- |
| 9.2.5(Modulus of elasticity - MINIMUM INDIVIDUAL - Annexure K) |
- |
2000 |
|
- |
| 9.2.5(Modulus of elasticity - AVERAGE - Annexure K) |
- |
2000 |
|
- |
| 9.2.5(Modulus of rupture - MINIMUM INDIVIDUAL - Annexure K) |
- |
2000 |
|
- |
| 9.2.5(Modulus of rupture - AVERAGE - Annexure K) |
- |
2000 |
|
- |
| 9.2.4(Mycological Test [for MR grade only] - Annexure J) |
- |
2000 |
|
- |
| 9.2.3(Adhesion of Plies - Annexure H) |
- |
2000 |
|
- |
| 9.2.2 (Resistance to water - Annexure G, Annexure H [For MR Grade]) |
- |
2000 |
|
- |
| 9.2.2 (Resistance to water - Annexure G, Annexure H [For BWP grade]) |
- |
2000 |
|
- |
| 9.2.1(Dimensional Changes caused by humidity Change in local planeness - Annexure F) |
- |
1000 |
|
- |
| 9.2.1(Dimensional Changes caused by humidity - Delamination - Annexure F) |
- |
1000 |
|
- |
| 9.2.1(Dimensional Changes caused by humidity - Change in thickness - at 40% RH - Annexure F) |
- |
1000 |
|
- |
| 9.2.1(Dimensional Changes caused by humidity - Change in Thickness - at 90% RH - Annexure F) |
- |
1000 |
|
- |
| 9.2.1(Dimensional Changes caused by humidity - Change in Length - at 40% RH - Annexure F) |
- |
1000 |
|
- |
| 9.2.1(Dimensional Changes caused by humidity - Change in Length - at 90% RH - Annexure F) |
- |
1000 |
|
- |
| 7.3(Dimensional Requirements - Variation in thickness - Annexure E) |
- |
1000 |
|
- |
| 7.3(Dimensional Requirements - Thickness - Annexure E) |
- |
1000 |
|
- |
| 7.3(Dimensional Requirements - Width - 8.1.4) |
- |
1000 |
|
- |
| 7.3(Dimensional Requirements - Length - 8.1.4) |
- |
1000 |
|
- |
| 8.1.3, 6.3.3, IS 1328(Visual Inspection - Permissible Defects - IS 1328 [test method for DECORATIVE type]) |
- |
1000 |
|
- |
| 8.1.3, 6.3.3, IS 303(Visual Inspection - Permissible Defects - IS 303 [test method for COMMERCIAL type]) |
- |
1000 |
|
- |
| 9.2.6 (mechanical)(Spot test - Annexure L) |
- |
2000 |
|
- |
| cl. 11(marking) |
- |
1000 |
|
- |
| cl. 11.1(marking - BIS certification marking) |
- |
1000 |
|
- |
| Cl-10(ADDITIONAL REQUIREMENTS FOR
ECO-MARK) |
- |
1000 |
|
- |
| 7.3(Dimensional Requirements - Squareness - Annexure D) |
- |
1000 |
|
- |
| 7.3(Dimensional Requirements - Edge Straightness - Annexure D) |
- |
1000 |
|
- |
|
28 Nov, 2028 |
- - |
| 1281 |
NATIONAL TEST HOUSE(SR), Chennai
| 6122704
| IS 8042 (2015) |
White portland cement - Specification (Third Revision) |
- |
12000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 5 - Table - 1 i(Ratio of percentage of lime to percentages of silica, alumina and iron oxide - Cl 4 of IS 4032:1985) |
- |
1000 |
|
- |
| 5 - Table - 1 ii(Iron oxide - Cl 4.5 of IS 4032:1985) |
- |
1200 |
|
- |
| 5 - Table - 1 iii(Insoluble residue - Cl 4.10 of IS 4032:1985) |
- |
1200 |
|
- |
| 5 - Table - 1 iv(Magnesia - Cl 4.8 of IS 4032:1985) |
- |
1200 |
|
- |
| 5 - Table - 1 v(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 4.9 of IS 4032:1985) |
- |
1200 |
|
- |
| 5 - Table - 1 vi(Loss on ignition - Cl 4.2 of IS 4032:1985) |
- |
1200 |
|
- |
| 5 - Table - 1 vii(Chloride content - Cl 4.13 of IS 4032:1985) |
- |
1200 |
|
- |
| 6 -Table 2- i(Fineness 4031 Part 2) |
- |
1000 |
|
- |
| 6 -Table 2- ii- a(Expansion by Le Chatelier- 4031 Part 3) |
- |
500 |
|
- |
| 6 -Table 2- ii- a(Expansion after aeration - 4031 Part 3) |
- |
500 |
|
- |
| 6 -Table 2- ii- b(Expansion by Autoclave- 4031 Part 3) |
- |
500 |
|
- |
| 6-Table 2- ii- b(Expansion after aeration- 4031 Part 3) |
- |
500 |
|
- |
| 6 -Table 2- iii- a(Setting Time Initial- 4031 Part 5) |
- |
500 |
|
- |
| 6 -Table 2-iii- b(Setting Time Final- 4031 Part 5) |
- |
500 |
|
- |
| 6 -Table 2- iv- a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6) |
- |
1000 |
|
- |
| 6 -Table 2- iv- b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6) |
- |
1000 |
|
- |
| 6 -Table 2- iv- c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6) |
- |
1000 |
|
- |
| 6 -Table 2- v(Transverse Strength - IS 4031 Part 8 (Optional)) |
- |
2000 |
|
- |
| 6 -Table 2- vi(Degree of whiteness-Annex B) |
- |
1500 |
|
- |
| 5 - Table - 1 i(Ratio of percentage of lime to percentages of silica, alumina and iron oxide - Cl 4 of IS 4032:1985) |
- |
1000 |
|
- |
| 5 - Table - 1 ii(Iron oxide - Cl 4.5 of IS 4032:1985) |
- |
1200 |
|
- |
| 5 - Table - 1 iii(Insoluble residue - Cl 4.10 of IS 4032:1985) |
- |
1200 |
|
- |
| 5 - Table - 1 iv(Magnesia - Cl 4.8 of IS 4032:1985) |
- |
1200 |
|
- |
| 5 - Table - 1 v(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 4.9 of IS 4032:1985) |
- |
1200 |
|
- |
| 5 - Table - 1 vi(Loss on ignition - Cl 4.2 of IS 4032:1985) |
- |
1200 |
|
- |
| 5 - Table - 1 vii(Chloride content - Cl 4.13 of IS 4032:1985) |
- |
1200 |
|
- |
| 6 -Table 2- i(Fineness 4031 Part 2) |
- |
1000 |
|
- |
| 6 -Table 2- ii- a(Expansion by Le Chatelier- 4031 Part 3) |
- |
500 |
|
- |
| 6 -Table 2- ii- a(Expansion after aeration - 4031 Part 3) |
- |
500 |
|
- |
| 6 -Table 2- ii- b(Expansion by Autoclave- 4031 Part 3) |
- |
1000 |
|
- |
| 6-Table 2- ii- b(Expansion after aeration- 4031 Part 3) |
- |
500 |
|
- |
| 6 -Table 2- iii- a(Setting Time Initial- 4031 Part 5) |
- |
500 |
|
- |
| 6 -Table 2-iii- b(Setting Time Final- 4031 Part 5) |
- |
500 |
|
- |
| 6 -Table 2- iv- a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6) |
- |
1000 |
|
- |
| 6 -Table 2- iv- b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6) |
- |
1000 |
|
- |
| 6 -Table 2- iv- c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6) |
- |
1000 |
|
- |
| 6 -Table 2- v(Transverse Strength - IS 4031 Part 8 (Optional)) |
- |
2000 |
|
- |
| 6 -Table 2- vi(Degree of whiteness-Annex B) |
- |
1500 |
|
- |
| 6, table-2, ii(Whiteness) |
- |
1500 |
|
- |
| Clause 6
Table 2, SI No. (v)
(Compressive strength of Transverse Specimen, 672 ± 4 h) |
- |
1000 |
|
- |
| Clause 6
Table 2, SI No. (v)
(Compressive strength of Transverse Specimen, 168 ± 2 h) |
- |
1000 |
|
- |
| Clause 6
Table 2, SI No. (v)
(Compressive strength of Transverse Specimen, 72 ± 1 h) |
- |
1000 |
|
- |
| Clause 6
Table 2, SI No. (v)
(Transverse Strength, 672 ± 4 h) |
- |
2000 |
|
- |
| Clause 6
Table 2, SI No. (v)
(Transverse Strength, 168 ± 2 h) |
- |
2000 |
|
- |
| Clause 6
Table 2, SI No. (v)
(Transverse Strength, 72 ± 1 h) |
- |
2000 |
|
- |
|
28 Nov, 2028 |
- - |
| 1282 |
NATIONAL TEST HOUSE(SR), Chennai
| 6122704
| IS 1489 (Part 1) (2015) |
Portland pozzolana cement - Specification: Part 1 fly Ash Based |
- |
10500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 6 - Table - 1 i(Insoluble residue - Cl 7.4 of IS 4032:1985) |
- |
1180 |
|
ALL FEES ARE INCLUDING GST |
| 6 - Table - 1 ii(Magnesia - Cl 7.2 of IS 4032:1985) |
- |
1180 |
|
ALL FEES ARE INCLUDING GST |
| 6 - Table - 1 iii(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 7.3 of IS 4032:1985) |
- |
1180 |
|
ALL FEES ARE INCLUDING GST |
| 6 - Table - 1 iv(Loss on ignition - Cl 7.1 of IS 4032:1985) |
- |
1180 |
|
ALL FEES ARE INCLUDING GST |
| 6 - Table - 1 v(Chloride content - Cl 4.13 of IS 4032:1985) |
- |
1180 |
|
ALL FEES ARE INCLUDING GST |
| 6 - Table - 1 vi( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985) |
- |
1180 |
|
ALL FEES ARE INCLUDING GST |
| 7 -Table 2- vi(Drying Shrinkage- IS 4031 Part 10) |
- |
1118 |
|
ALL FEES ARE INCLUDING GST |
| 7 -Table 2- iv- c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6) |
- |
1118 |
|
ALL FEES ARE INCLUDING GST |
| 7 -Table 2- iv- b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6) |
- |
1118 |
|
ALL FEES ARE INCLUDING GST |
| 7 -Table 2- iv- a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6) |
- |
1118 |
|
ALL FEES ARE INCLUDING GST |
| 7 -Table 2-iii- b(Setting Time Final- 4031 Part 5) |
- |
590 |
|
ALL FEES ARE INCLUDING GST |
| 7 -Table 2- iii- a(Setting Time Initial- 4031 Part 5) |
- |
590 |
|
ALL FEES ARE INCLUDING GST |
| 7 -Table 2- ii- b(Expansion by Autoclave- 4031 Part 3) |
- |
1118 |
|
- |
| 7 -Table 2- ii- a(Expansion by Le Chatelier- 4031 Part 3) |
- |
590 |
|
ALL FEES ARE INCLUDING GST |
| 7 -Table 2- i(Fineness 4031 Part 2) |
- |
1118 |
|
ALL FEES ARE INCLUDING GST |
|
28 Nov, 2028 |
- - |
| 1283 |
NATIONAL TEST HOUSE(SR), Chennai
| 6122704
| IS 4250 (1980) |
Specification for domestic electric food - Mixers (Liquidizers And Grinders) (First Revision) |
- |
15000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 6(Classification- IS 302-1 ) |
- |
500 |
|
- |
| 6(Classification- IS 302-1) |
- |
499.99 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
500 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
500 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
500 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
499.99 |
|
- |
| 7.2(Marking) |
- |
500 |
|
- |
| 7.4(Marking) |
- |
500 |
|
- |
| 7.5(Marking) |
- |
500 |
|
- |
| 7.6(Marking) |
- |
500 |
|
- |
| 8( Protection Against Electric Shock, IS 302-1) |
- |
500 |
|
- |
| 9(Starting, IS 302-1) |
- |
1000 |
|
- |
| 10(Power Input and Current, IS 302-1) |
- |
1000 |
|
- |
| 11(Heating, IS 302-1) |
- |
1000 |
|
- |
| 11(Heating, IS 302-1) |
- |
1000 |
|
- |
| 11(Heating, IS 302-1) |
- |
1000 |
|
- |
| 11(Heating, IS 302-1) |
- |
1000 |
|
- |
| 11(Heating, IS 302-1) |
- |
1000 |
|
- |
| 13(Electrical Insulation and Leakage Current at Operating Temperature: Leakage current, IS 302-1) |
- |
1500 |
|
- |
| 13(Electrical Insulation and Leakage Current at Operating Temperature: High Voltage, IS 302-1) |
- |
1500 |
|
- |
| 15.1(Moisture Resistance, IS 302-1) |
- |
1500 |
|
- |
| 16(Electrical Insulation and Leakage Current at Operating Temperature: Leakage current, IS 302-1) |
- |
1500 |
|
- |
| 19(Abnormal Operation, IS 302-1) |
- |
1500 |
|
- |
| 20(Stability & Mechanical Hazards, IS 302-1) |
- |
1500 |
|
- |
| 21(Mechanical Strength, IS 302-1) |
- |
1000 |
|
- |
| 25(Supply Connection and External Flexible Cords, IS 302-1) |
- |
1000 |
|
- |
| 27(Provision for Earthing, IS 302-1) |
- |
1000 |
|
- |
| 28(Screws & Connections, IS 302-1) |
- |
1000 |
|
- |
| 29(Clearances and Distances through Insulation, IS 302-1) |
- |
1000 |
|
- |
| 30(Resistance to Heat, Fire, Tracking, IS 302-1) |
- |
1500 |
|
- |
| 22.2(Construction) |
- |
500 |
|
- |
| 34.2(Operational tests- Grinding coffee (for machines which have a dry grinding arrangement)) |
- |
2000 |
|
- |
| 34.3(Whisking egg whites ) |
- |
1500 |
|
- |
| 34.4(IDLI batter-Grinding of black gram) |
- |
1000 |
|
- |
| 34.4(IDLI batter-Grinding of rice) |
- |
1000 |
|
- |
| 34.5.1 (a)(Operational test for juicers ) |
- |
1000 |
|
- |
| 37(Strength of Assembly ) |
- |
1000 |
|
- |
|
28 Nov, 2028 |
- - |
| 1284 |
NATIONAL TEST HOUSE(SR), Chennai
| 6122704
| IS 1554 : Part 1 (1988) |
Specification for pvc insulated (Heavy Duty) electric cables: Part 1 for working voltages up to and including 1100 v (Third Revision) |
Earthed & Unearthed upto 1.1kV and DC upto 1.5kV |
15000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 3.1(MATERIALS : CONDUCTOR) |
- |
1000 |
|
- |
| 4.1.1(INSULATION : General Purjose Insulaiion) |
- |
500 |
|
- |
| 4.1.2(INSULATION : Heat Resisting Insulation) |
- |
500 |
|
- |
| 5.1(MATERIALS : FILLER AND INNER SHEATH) |
- |
500 |
|
- |
| 5.2(MATERIALS : FILLER AND INNER SHEATH) |
- |
500 |
|
- |
| 8.1(CONSTRUCTION : CONDUCTOR) |
- |
500 |
|
- |
| 8.2(CONSTRUCTION : CONDUCTOR) |
- |
500 |
|
- |
| 9.2(INSULATION : Thickness of Insulation) |
- |
500 |
|
- |
| 9.3(INSULATION :Tolerance on Thickness of Insulation) |
- |
500 |
|
- |
| 9.4(INSULATION : Application of Insulation) |
- |
500 |
|
- |
| 10.1(CORE IDENTIFICATION) |
- |
500 |
|
- |
| 10.2(CORE IDENTIFICATION) |
- |
500 |
|
- |
| 10.3(CORE IDENTIFICATION) |
- |
500 |
|
- |
| 11.1(LAYING UP OF CORES) |
- |
500 |
|
- |
| 11.2(LAYING UP OF CORES) |
- |
500 |
|
- |
| 12.1(INNER SHEATH) |
- |
500 |
|
- |
| 12.2(INNER SHEATH) |
- |
500 |
|
- |
| 12.3(INNER SHEATH :Thickness of Inner Sheath) |
- |
500 |
|
- |
| 12.3.1(INNER SHEATH :Thickness of Inner Sheath) |
- |
500 |
|
- |
| 13.1.1(ARMOURING : Application) |
- |
500 |
|
- |
| 13.1.2(Armouring: Coverage ) |
- |
500 |
|
- |
| 13.3(Armouring : Dimensions -Wire Diameter) |
- |
1000 |
|
- |
| 13.4(ARMOURING : Joints) |
- |
1000 |
|
- |
| 13.5.1(ARMOURING : Resistance) |
- |
1000 |
|
- |
| 13.5.2(ARMOURING : Resistance) |
- |
1000 |
|
- |
| 13.6 a)(ARMOURING: Tensile Strength) |
- |
1000 |
|
- |
| 13.6 b)(ARMOURING: Elongation ) |
- |
1000 |
|
- |
| 13.6 d)(ARMOURING: Winding Test(For formed wire)) |
- |
1000 |
|
- |
| 13.6 e)(ARMOURING: Uniformity of zinc coating) |
- |
1000 |
|
- |
| 13.6 f)(ARMOURING: Mass of zinc coating ) |
- |
1000 |
|
- |
| 13.6 g)(ARMOURING: Resistivity) |
- |
1000 |
|
- |
| 14.1(OUTER SHEATH) |
- |
1000 |
|
- |
| 14.3(OUTER SHEATH : Colour ) |
- |
1000 |
|
- |
| 14.4.1(Thickness of Outer Sheath : Unarmowed Cables) |
- |
1000 |
|
- |
| 14.4.2(Thickness of Outer Sheath : Armoured Cables) |
- |
1000 |
|
- |
| 15.1 a) 1)(Tests on conductor : Annealing test ( for copper )) |
- |
1000 |
|
- |
| 15.1 a) 2)(Tensile test (for aluminium) - Before stranding ) |
- |
1000 |
|
- |
| 15.1 a) 2)(Tensile test (for aluminium) - After stranding ) |
- |
1000 |
|
- |
| 15.1 a) 3)(Tests on conductor : Wrapping test ( for aluminium )) |
- |
1000 |
|
- |
| 15.1 a) 4)(Tests on conductor : Conductor resistance test) |
- |
1000 |
|
- |
| 15.1 a) 4)(Resistance test - Neutral conductor ) |
- |
1000 |
|
- |
| 15.1 d)1)(Phyaical tests for insulation : Tensile Test) |
- |
1000 |
|
- |
| 15.1 d)1)(Phyaical tests for insulation : Elongation ) |
- |
1000 |
|
- |
| 15.1 d)2)(Phyaical tests for insulation- Ageing in air Oven : Tensile Test) |
- |
1000 |
|
- |
| 15.1 d)2)(Phyaical tests for insulation - Ageing in air oven : Elongation ) |
- |
1000 |
|
- |
| 15.1 d)2)(Phyaical tests for insulation - Ageing in air Oven : Tensile Variation ) |
- |
1000 |
|
- |
| 15.1 d)2)(Phyaical tests for insulation- Ageing in air oven : Elongation Variation ) |
- |
1000 |
|
- |
| 15.1 d)2)(Physical tests for outer sheath- Ageing in air oven : Tensile stregth ) |
- |
1000 |
|
- |
| 15.1 d)2)(Physical tests for outer sheath -Ageing in air oven : Elongation ) |
- |
1000 |
|
- |
| 15.1 d)2)(Physical tests for outer sheath- Ageing in air oven : Tensile stregth Variation ) |
- |
1000 |
|
- |
| 15.1 d)2)(Physical tests for outer sheath -Ageing in air oven : Elongation Variation ) |
- |
1000 |
|
- |
| 15.1 d)3)(Phyaical tests for Sheath : Shrinkage ) |
- |
1000 |
|
- |
| 15.1 d)4)(Hot deformation : Insulation ) |
- |
1000 |
|
- |
| 15.1 d)4)(Hot deformation : Sheath ) |
- |
1000 |
|
- |
| 15.1 d)5)( Loss of mass in air oven- Insulation ) |
- |
1000 |
|
- |
| 15.1 d)5)( Loss of mass in air oven- sheath ) |
- |
1000 |
|
- |
| 15.1 d)6)(Heat shock test- Insulation ) |
- |
1000 |
|
- |
| 15.1 d)7)(Thermal stability- insulation ) |
- |
1000 |
|
- |
| 15.1 d)7)(Thermal stability- Sheath ) |
- |
1000 |
|
- |
| 15.1 e)(Insulation resistance test : Volume Resistivity ) |
- |
1000 |
|
- |
| 15.1 e)(Insulation resistance test : IR Constant ) |
- |
1000 |
|
- |
| 15.1 f)(High voltage test ( water immersion test )) |
- |
1000 |
|
- |
| 15.1 g)(High voltage test at room temperature) |
- |
1000 |
|
- |
| 15.4 a)(Cold bend test- Insulation ( Optional test)) |
- |
1000 |
|
- |
| 15.4 a)(Cold bend test- Sheath ( Optional test)) |
- |
1000 |
|
- |
| 15.4 b)(Cold impact test- Sheath ( Optional test)) |
- |
1000 |
|
- |
| 15.4 b)(Cold impact test- Insulation ( Optional test)) |
- |
1000 |
|
- |
| 16.2(DETAILS OF TESTS : High Voltage Test at Room Temperature) |
- |
1000 |
|
- |
| 16.3.1(High Voltage Test ( Water Immersion Test ) : a.c. Test) |
- |
1000 |
|
- |
| 16.3.2(High Voltage Test ( Water Immersion Test ) : d.c. Test) |
- |
1000 |
|
- |
| 16.4(Flammability Test) |
- |
1000 |
|
- |
| 16.5(Oxygen Index Test) |
- |
5000 |
|
- |
| 16.6(Flame Retardance Test on Single Cables) |
- |
1000 |
|
- |
| 16.9(Test for Halogen Acid Gas Evolution) |
- |
5000 |
|
- |
| 16.1(Temperature Index) |
- |
5000 |
|
- |
| Cl No. 16.10(Smoke density test) |
- |
5000 |
|
- |
| Table 4(Copper purity test) |
- |
1000 |
|
- |
| 16.4(Flammability Test- Un affected portion) |
- |
1000 |
|
- |
| 15.1.e(Insulation resistance Test- Volume Resistivity At Room temperature) |
- |
1000 |
|
- |
|
28 Nov, 2028 |
- - |
| 1285 |
NATIONAL TEST HOUSE(SR), Chennai
| 6122704
| IS 398 : Part 2 (1996) |
Aluminium conductors for overhead transmission purposes - Specification: Part 2 aluminium conuuctors, galvanized steel - Reinforced (Third Revision) |
Aluminum conductors, galvanized steel reinforced |
15000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 8.1.1 & 13.2 Table-1 (mech)(Diameter of Aluminium Wires Before Stranding) |
- |
600 |
|
- |
| 8.1.1 & 13.2 Table 2 (mech)(Diameter of Steel Wires Before Stranding) |
- |
600 |
|
- |
| 8.1.1 & 13.2 Table-1 (mech)(Diameter of Aluminium Wires After Stranding) |
- |
600 |
|
- |
| 8.1.1 & 13.2 Table 2 (mech)(Diameter of Steel Wires After Stranding) |
- |
599.98 |
|
- |
| 13.3 Table 1 (mech)(Breaking Load of Aluminium Wires Before Stranding) |
- |
999.99 |
|
- |
| 13.3 Table 2 (mech)(Breaking Load of Steel Wires Before Stranding) |
- |
999.99 |
|
- |
| 13.3 Table 1 (mech)(Breaking Load of Aluminium Wires After Stranding) |
- |
1000 |
|
- |
| 13.3 Table 2 (mech)(Breaking Load of Steel Wires After Stranding) |
- |
1000 |
|
- |
| 13.4.1 (mech)(Ductility by Torsion Test before stranding) |
- |
1000 |
|
- |
| 13.5.1 (mech)(Wrapping Test Aluminium Wires Before Stranding) |
- |
599.99 |
|
- |
| 13.6 (elec)(Resistance test-Aluminium wire before Stranding) |
- |
1000 |
|
- |
| 13.5.1 (mech)(Wrapping Test Aluminium Wires After Stranding) |
- |
600 |
|
- |
| 13.5.2 (mech)(Wrapping Test Galvanized Steel Wires After Stranding) |
- |
600 |
|
- |
| 13.6 (elec)(Resistance test-Aluminium wire after stranding) |
- |
1000 |
|
- |
| 13.7.2 (chem)(Mass of Zinc coating) |
- |
600 |
|
- |
| 13.7.2 (chem)(Uniformity of Zinc coating) |
- |
600 |
|
- |
| 13.8 Table-4 (mech)(Lay Ratio- Aluminium Wire Innermost Layer of Conductors with 3 Aluminium Wire Layers) |
- |
600 |
|
- |
| 13.8 Table-4 (mech)(Lay Ratio- Steel Core (6 Wire Layer)) |
- |
600 |
|
- |
| 13.10 (elec)(Ultimate breaking load) |
- |
10000 |
|
- |
| 13.11 (elec)(Stress-strain test) |
- |
10000 |
|
- |
| 13.4.1 (elec)(Ductility by Torsion Test after stranding) |
- |
600 |
|
- |
| 13.3 Table 2 (elec)(Breaking Load of Steel Wires After Stranding) |
- |
1000 |
|
- |
| 13.3 Table 1 (elec)(Breaking Load of Aluminium Wires Before Stranding) |
- |
1000 |
|
- |
| 8.1.1 & 13.2 Table 2 (elec)(Diameter of Steel Wires After Stranding) |
- |
600 |
|
- |
| 8.1.1 & 13.2 Table-1 (elec)(Diameter of Aluminium Wires After Stranding) |
- |
600 |
|
- |
|
28 Nov, 2028 |
- - |
| 1286 |
NATIONAL TEST HOUSE(SR), Chennai
| 6122704
| IS 398 : Part 1 (1996) |
Aluminium conductors for overhead transmission purposes - Specification: Part 1 aluminium stranded conductors (Third Revision) |
Al stranded Conductors & Accessories for Overhead line |
5625 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 12.2, Table-1(Measurement of diameter of individual aluminium wire) |
- |
600 |
|
- |
| 12.3, Table-1(Breaking load before stranding) |
- |
1500 |
|
- |
| 12.3, Table-1(Breaking load after stranding) |
- |
1500 |
|
- |
| 12.4(Wrapping test) |
- |
1000 |
|
- |
| 12.5, Table 1(Resistance test) |
- |
1000 |
|
- |
| 12.6, Table 3(Measurement of lay ratio) |
- |
1000 |
|
- |
| 6(Freedom from defects) |
- |
500 |
|
- |
|
28 Nov, 2028 |
- - |
| 1287 |
NATIONAL TEST HOUSE(SR), Chennai
| 6122704
| IS 14255 (1995) |
Aertal bunched cables - For working voltages up to and including 1100 Volts - Specification |
- |
20000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 4.1(Phase/Street Lighting conductor) |
- |
500 |
|
- |
| 4.2(Messenger (Neutral Conductor or Otherwise)) |
- |
500 |
|
- |
| 5.1(Insulation) |
- |
500 |
|
- |
| 6.1(Flexibility class) |
- |
500 |
|
- |
| 6.2(Compactness) |
- |
500 |
|
- |
| 6.2(No of strands) |
- |
500 |
|
- |
| 6.2(Surface) |
- |
500 |
|
- |
| 6.3(Protective barrier) |
- |
100 |
|
- |
| 6.4(size of street lighting conductor) |
- |
500 |
|
- |
| 6.5(Size of messenger conductor ) |
- |
500 |
|
- |
| 6.6(Joints in messenger conductor ) |
- |
500 |
|
- |
| 6.6(Direction of outer layer) |
- |
500 |
|
- |
| 7.1(Insulation) |
- |
500 |
|
- |
| 7.2( Thickness of insulation) |
- |
1000 |
|
- |
| 7.3(Tolerance on thickness of insulation ) |
- |
1000 |
|
- |
| 7.4(Aplication of the insulation ) |
- |
1000 |
|
- |
| 7.5(Colour of the insulation ) |
- |
500 |
|
- |
| 8.1(Core identification) |
- |
500 |
|
- |
| 8.2(Core identification) |
- |
500 |
|
- |
| 8.3(Identification by other means) |
- |
500 |
|
- |
| 9.1(Assembly (Laying up)) |
- |
500 |
|
- |
| 9.2(Assembly (Laying up)) |
- |
1000 |
|
- |
| 9.3(Direction of lay) |
- |
500 |
|
- |
| 10.1 a) i)(Tests on phase/street light conductor: tensile test - Test method IS10810:Part 2) |
- |
1000 |
|
- |
| 10.1 a) ii)(Wrapping test - 10810: Part 3) |
- |
1000 |
|
- |
| 10.1 a) iii)(Resistance test - IS10810: Part 5) |
- |
1000 |
|
- |
| 10.1 b) i)(Test on messenger conductor: Breaking load - IS 10810: Part 2) |
- |
1000 |
|
- |
| 10.1 b) ii)(Test on messenger conductor: Elongation test - Cl 11.3) |
- |
1000 |
|
- |
| 10.1 b) iii)(Test on messenger conductor: Resistance test - IS 10810: Part 5) |
- |
1000 |
|
- |
| 10.1 c) i)(Physical tests for XLPE Insulation:
Tensile strength - IS 10810: Part 7) |
- |
1000 |
|
- |
| 10.1 c) i)(Physical tests for XLPE Insulation:
elongation at break - IS 10810: part 7) |
- |
1000 |
|
- |
| 10.1 c) ii)(Ageing in air oven : Tensile strength variation - IS 10810:Part 11) |
- |
1000 |
|
- |
| 10.1 c) ii)(Ageing in air oven : Elongation variation- IS 10810: Part 11) |
- |
1000 |
|
- |
| 10.1 c) iii)(Hot set test: Elongation under load - IS 10810: Part 30) |
- |
1000 |
|
- |
| 10.1 c) iii)(Hot set test: Permanent elongation (set) after cooling - IS 10810: Part 30) |
- |
1000 |
|
- |
| 10.1 c) iv)(Shrinkage test : Shrinkage - 10810:Part 12) |
- |
1000 |
|
- |
| 10.1 c) iv)(Shrinkage test : Crack Observed - 10810:Part 12) |
- |
1000 |
|
- |
| 10.1 c) v)(Water ahsorption (Gravimetric) - IS 10810: Part 33 ) |
- |
1000 |
|
- |
| 10.1 d) i)(Physical test for PE insulation:
Tensile strength - IS 10810: Part 7 ) |
- |
1000 |
|
- |
| 10.1 d) i)(Physical test for PE insulation: elongation at break - IS 10810: Part 7) |
- |
1000 |
|
- |
| 10.1 d) ii)(Melt flow index- IS 10810: Part 23) |
- |
1000 |
|
- |
| 10.1 d) iv)(Vicat softening point -IS 10810: Part 22) |
- |
1000 |
|
- |
| 10.1 d) v)(Environmental stress cracking -IS 10810:Part29) |
- |
1000 |
|
- |
| 10.1 f)(Insulation resistance (Volume resistivity) test a) volume resistivity at 27°C - IS 10810: Part 43) |
- |
1000 |
|
- |
| 10.1 f)(Insulation resistance (Volume resistivity) test b) volume resistivity at 70°C - IS 10810: Part 43) |
- |
1000 |
|
- |
| 10.1 g)(High voltage test - IS10810:Part 45) |
- |
1000 |
|
- |
| 11.4(Bending Test on the Completed Cable ( Optional) ) |
- |
1000 |
|
- |
|
28 Nov, 2028 |
- - |
| 1288 |
NATIONAL TEST HOUSE(SR), Chennai
| 6122704
| IS 398 : Part 4 (1994) |
Aluminium conductors for overhead transmission purposes: Part 4 aluminium alloy stranded conductors (Aluminium - Magnesium - Silicon Type) - Specification (Third Revision) |
Al alloy stranded conductor |
5400 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 6.1(Freedom from Defects) |
- |
600 |
|
- |
| 7.1 Table-1(Dimensional measurement of wires) |
- |
600 |
|
- |
| 7.2.2 Table-2, Table-4(Calculated resistance of Stranded Conductor) |
- |
600 |
|
- |
| 9.2 Table 3(Lay Ratio of stranded conductors) |
- |
600 |
|
- |
| 9.3(Direction of Lay) |
- |
600 |
|
- |
| 12.2 Table 1(Breaking Load Test- Before Stranding) |
- |
1000 |
|
- |
| 12.2 Table 1(Breaking Load Test- After Stranding) |
- |
1000 |
|
- |
| 12.3 Table 1(Elongation Test- Before Stranding) |
- |
1000 |
|
- |
| 12.3 Table 1(Elongation Test- After Stranding) |
- |
1000 |
|
- |
| 12.4 Table 1(Resistance of Aluminium wire) |
- |
1000 |
|
- |
| 9.2(Lay Ratio 24 wire layer) |
- |
600 |
|
- |
| 9.2(Lay Ratio 18 wire layer) |
- |
600 |
|
- |
| 9.2(Lay Ratio 12 wire layer) |
- |
600 |
|
- |
| 9.2(Lay Ratio 3/6 wire layer) |
- |
600 |
|
- |
|
28 Nov, 2028 |
- - |
| 1289 |
NATIONAL TEST HOUSE(SR), Chennai
| 6122704
| IS 9537 : Part 3 (1983) |
Specification for conduits for electrical installations: Part 3 rigid plain conduits of insulating meterials |
- |
4950 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 6.1(Marking) |
- |
200 |
|
- |
| 6.2(Durability of Marking as per 6.4 of IS: 9537 (Part 1)-1980) |
- |
200 |
|
- |
| 6.3(Standard Mark on Conduit) |
- |
100 |
|
- |
| 7.1.1(Maximum and minimum outside diameter of socket) |
- |
500 |
|
- |
| 7.2(Minimum inside diameter of conduit) |
- |
500 |
|
- |
| 7.1.1 Table-2(Length of Socket end) |
- |
500 |
|
- |
| 7.4(Unifomity of The wall Thickness) |
- |
500 |
|
- |
| 8.1(Construction as per clause 8 of IS: 9537 (Part 1)-1980) |
- |
500 |
|
- |
| 9.2(Bending Test i) At Room Temp ii) At Low Temp (-5 ±2°C)) |
- |
500 |
|
- |
| 9.3(Compression Test as per caluse 9.3 of IS: 9537 (Part 1)-1980) |
- |
500 |
|
- |
| 9.4(Impact Test as per clause 9.4 of IS: 9537 (Part 1)-1980) |
- |
500 |
|
- |
| 9.5(Collapse Test as per clause 9.5 of IS: 9537 (Part 1)-1980) |
- |
500 |
|
- |
| 10(Resistance to Heat -Ball presure test) |
- |
500 |
|
- |
| 11(Resistance to burning as per clause 11 of IS: 9537 (Part 1)-1980) |
- |
500 |
|
- |
| 12(Electrical Characteristics-Test for electric strength as per clause 12.1.1 of IS: 9537 (Part 1)-1980) |
- |
500 |
|
- |
| 12(Electrical Characteristics-Insulation resistance test as per clause 12.1.2 of IS: 9537 (Part 1)-1980) |
- |
500 |
|
- |
|
28 Nov, 2028 |
- - |
| 1290 |
NATIONAL TEST HOUSE(SR), Chennai
| 6122704
| IS 15652 (2006) |
Insulating mats for electrical purposes - Specification |
- |
20000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 9(Marking (As per Cl.9.1 of IS 15652 : 2006)) |
- |
100 |
|
- |
| 9(Marking (As per Cl.9.1 of IS 15652 : 2006)) |
- |
100 |
|
- |
| 9(Marking (As per Cl.9.1 of IS 15652 : 2006)) |
- |
100 |
|
- |
| 9(Marking (As per Cl.9.1 of IS 15652 : 2006)) |
- |
100 |
|
- |
| 9(Marking (As per Cl.9.1 of IS 15652 : 2006)) |
- |
100 |
|
- |
| 9(Marking (As per Cl.9.2 of IS 15652 : 2006)) |
- |
100 |
|
- |
| 10.a)(Packing) |
- |
300 |
|
- |
| 10.b)(Packing) |
- |
0 |
|
- |
| 10.c)(Packing) |
- |
0 |
|
- |
| 4(Classification and Designation (As per Cl.4.1 and Table-1 of IS 15652 : 2006)) |
- |
100 |
|
- |
| 4(Classification and Designation (As per Cl.4.2 of IS 15652 : 2006)) |
- |
100 |
|
- |
| 5(Composition (As per Cl. 5.1 of IS 15652 : 2006)) |
- |
100 |
|
- |
| 5(Composition (As per Cl. 5.2 of IS 15652 : 2006)) |
- |
100 |
|
- |
| 6(Shape Requirements and Dimension (As per Cl.6.1 & 6.2 of IS 15652 : 2006)) |
- |
100 |
|
- |
| 6(Shape Requirements and Dimension (As per Cl.6.1 & 6.2 of IS 15652 : 2006)) |
- |
500 |
|
- |
| 6(Thickness [mm] (As per Cl. 6.3 and Table-2 of IS 15652 : 2006)) |
- |
1000 |
|
- |
| 6(Thickness [mm] (As per Cl. 6.3 and Table-2 of IS 15652 : 2006)) |
- |
0 |
|
- |
| 6(Thickness [mm] (As per Cl. 6.3 and Table-2 of IS 15652 : 2006)) |
- |
0 |
|
- |
| 6(Colour (As per Cl. 6.4 of IS 15652 : 2006)) |
- |
100 |
|
- |
| 7(Workmanship & Finish (As per Cl. 7.1 of IS 15652 : 2006)) |
- |
100 |
|
- |
| 8(Physical properties (As per Cl.8.1 and Table - 3 of IS 15652 : 2006)) |
- |
500 |
|
- |
| 8(Physical properties (As per Cl.8.1 and Table - 3 of IS 15652 : 2006)) |
- |
500 |
|
- |
| 8(Physical properties (As per Cl.8.3 of IS 15652 : 2006)) |
- |
500 |
|
- |
| 8(Physical properties (As per Cl.8.3 of IS 15652 : 2006)) |
- |
500 |
|
- |
| 8(Physical properties (As per Cl.8.5 of IS 15652 : 2006)) |
- |
500 |
|
- |
| 8(Physical properties (As per Cl.8.5 of IS 15652 : 2006)) |
- |
500 |
|
- |
| 8(Physical properties (As per Cl.8.5 of IS 15652 : 2006)) |
- |
500 |
|
- |
| 8(Physical properties (As per Cl.8.5 of IS 15652 : 2006)) |
- |
500 |
|
- |
| 8(Physical properties (As per Cl.8.5 of IS 15652 : 2006)) |
- |
500 |
|
- |
| 8(Physical properties (As per Cl.8.5 of IS 15652 : 2006)) |
- |
500 |
|
- |
| 8(Di-electric Properties (As per Cl.8.2.1 and C-3.1 of IS 15652 : 2006)) |
- |
500 |
|
- |
| 8(Di-electric Properties (As per Cl.8.2.2 and C-3.2 of IS 15652 : 2006)) |
- |
500 |
|
- |
| 8(Di-electric Properties (As per Cl.8.2.3 and C-3.3 of IS 15652 : 2006)) |
- |
500 |
|
- |
| 8(Di-electric Properties (Cl.8.2), A.C. Proof Voltage (Cl.8.2.4), C-3.4 and Table-5 of IS 15652 : 2006)) |
- |
500 |
|
- |
| 8(Thermal Properties (Cl..8.4)) |
- |
500 |
|
- |
| 8(Thermal Properties (Cl..8.4)) |
- |
500 |
|
- |
| 8(A.C. Proof Voltage (Cl.8.2.4), C-3.4 and Table-5 of IS 15652 : 2006)) |
- |
500 |
|
- |
| 8(Physical properties (As per Cl.8.5 of IS 15652 : 2006)) |
- |
500 |
|
- |
| 8(Physical properties (As per Cl.8.5 of IS 15652 : 2006)) |
- |
500 |
|
- |
| 8(Extreme Low Temperature (Cl.8.6)) |
- |
500 |
|
- |
| 8(A.C. Proof Voltage (Cl.8.2.4), C-3.4 and Table-5 of IS 15652 : 2006)) |
- |
500 |
|
- |
|
28 Nov, 2028 |
- - |