31 |
IS 2347 (2017) |
Domestic pressure cooker - Specification (Sixth Revision) |
GROUP I, II & III |
-
|
14000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
8.6.2(Tests for Removal of Lid under Pressure For inner Lid Cooker) |
- |
750 |
|
- |
8.6.1(Tests for Removal of Lid under Pressure For Outer Lid Cooker) |
- |
750 |
|
- |
8.5(Bursting Pressure Test) |
- |
1000 |
|
- |
8.4(Test for Safety Pressure Relief Device) |
- |
750 |
|
- |
8.3(Operating Test for Pressure Regulating Device) |
- |
750 |
|
- |
8.2(Proof Pressure Test) |
- |
750 |
|
- |
8.1(Air Pressure Test) |
- |
750 |
|
- |
7.4(WORKMANSHIP AND FINISH) |
- |
250 |
|
- |
7.3(WORKMANSHIP AND FINISH) |
- |
250 |
|
- |
7.2(WORKMANSHIP AND FINISH) |
- |
250 |
|
- |
7.1(WORKMANSHIP AND FINISH) |
- |
250 |
|
- |
6.4.1.1(Handles and Knobs) |
- |
4500 |
|
- |
6.4.1(Handles and Knobs) |
- |
2500 |
|
- |
6.3.1(Temperature Responsive Pressure Relief Device) |
- |
750 |
|
- |
6.2.2(Safety Relief Device) |
- |
750 |
|
- |
6.2.1(Safety Relief Device) |
- |
750 |
|
- |
6.1.5(Pressure Regulating Device) |
- |
750 |
|
- |
6.1.4(Pressure Regulating Device) |
- |
750 |
|
- |
6.1.3(Pressure Regulating Device) |
- |
750 |
|
- |
6.1.2(Pressure Regulating Device) |
- |
750 |
|
- |
6.1.1(Pressure Regulating Device) |
- |
750 |
|
- |
6(CONSTRUCTION) |
- |
250 |
|
- |
5.7(Vent Pipe) |
- |
250 |
|
- |
5.6(Vent Seal Pin for Pressure Regulating Device) |
- |
500 |
|
- |
5.5(Pressure Regulating Device) |
- |
750 |
|
- |
5.2(Safety Relief Device) |
- |
750 |
|
- |
4.1(Capacity) |
- |
500 |
|
- |
8.14(3 Ply Construction Cooker Body) |
- |
1500 |
|
- |
8.12(Internal Coating) |
- |
1000 |
|
- |
8.11(External Coating ) |
- |
1000 |
|
- |
8.10 NOTES (3)(Handles of the cooker - Proof Pressure) |
- |
250 |
|
- |
8.10 NOTES (4)(Handles of the cooker) |
- |
2500 |
|
- |
8.10 NOTES (5)(Handles of the cooker) |
- |
250 |
|
- |
8.10 NOTES (6)(Handles of the cooker) |
- |
500 |
|
- |
8.10 (a)(Handles of the cooker- Resistance to Burning) |
- |
250 |
|
- |
8.10 (b)(Handles of the cooker- Heat Resistance) |
- |
1500 |
|
- |
8.10 (c)(Handles of the cooker- Torque Strength) |
- |
1500 |
|
- |
8.10 (d)(Handles of the cooker- Bending Strength) |
- |
1500 |
|
- |
8.10 (e)(Handles of the cooker- Fatigue Resistance) |
- |
1500 |
|
- |
8.10 (f)(Handles of the cooker- Thermal Insualtion Test) |
- |
1500 |
|
- |
8.4 Annex H-1.1(Test for SPRD - For Destructible Devices ) |
- |
1000 |
|
- |
8.4 Annex H-1.2(Test for SPRD - For Resettable Devices ) |
- |
1000 |
|
- |
5.8(Vent Pipe Nut) |
- |
1000 |
|
- |
5.1.1(Body, Lid, Containers and Grid) |
- |
1000 |
|
- |
5.1.2(Body, Lid, Containers and Grid) |
- |
1000 |
|
- |
5.1.3(Body, Lid, Containers and Grid) |
- |
1000 |
|
- |
5.1.4(Body, Lid, Containers and Grid) |
- |
1000 |
|
- |
5.3(Gasket) |
- |
1500 |
|
- |
5.4(Handles and Knobs) |
- |
1000 |
|
- |
|
Complete
|
16 Aug, 2022 |
15 Aug, 2025 |
for all grades except "for pressure cooker operated by spring loaded mechanism test" |
32 |
IS 740 (1977) |
Specification for wrought aluminium and aluminium alloy rivet stock for general engineering purposes (Second Revision) |
- |
-
|
6000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
4.1,
Table 1of IS:740 (Designation & Condition 65032, 'W')(Tensile Strength of Size upto and including 25 mm) |
- |
1000 |
|
- |
4.1,
Table 1of IS:740 (Designation & Condition 64430, 'W')(Tensile Strength of Size upto and including 25 mm) |
- |
1000 |
|
- |
4.1,
Table 1of IS:740 (Designation & Condition 55000, 'OD')(Tensile Strength of Size upto and including 25 mm) |
- |
1000 |
|
- |
4.1,
Table 1of IS:740 (Designation & Condition 55000, 'O or M')(Tensile Strength of Size upto and including 25 mm) |
- |
1000 |
|
- |
4.1,
Table 1of IS:740 (Designation & Condition 53000, 'OD')(Tensile Strength of Size upto and including 25 mm) |
- |
1000 |
|
- |
4.1,
Table 1of IS:740 (Designation & Condition 53000, 'O or M')(Tensile Strength of Size upto and including 25 mm) |
- |
1000 |
|
- |
4.1,
Table 1of IS:740 (Designation & Condition 24345, 'W')(Tensile Strength of Size upto and including 12 mm) |
- |
1000 |
|
- |
4.1,
Table 1of IS:740 (Designation & Condition 19000, '112')(Tensile Strength of Size upto and including 12 mm) |
- |
1000 |
|
- |
4.1,
Table 1of IS:740 (Designation 65032)(Aluminium) |
- |
500 |
|
- |
4.1,
Table 1of IS:740 (Designation 65032)(Either Cr or Mn shall present) |
- |
500 |
|
- |
4.1,
Table 1of IS:740 (Designation 65032)(Chromium) |
- |
500 |
|
- |
4.1,
Table 1of IS:740 (Designation 65032)(Titanium and or other grain refining elements) |
- |
500 |
|
- |
4.1,
Table 1of IS:740 (Designation 65032)(Zinc) |
- |
500 |
|
- |
4.1,
Table 1of IS:740 (Designation 65032)(Manganese) |
- |
500 |
|
- |
4.1,
Table 1of IS:740 (Designation 65032)(Iron) |
- |
500 |
|
- |
4.1,
Table 1of IS:740 (Designation 65032)(Silicon) |
- |
500 |
|
- |
4.1,
Table 1of IS:740 (Designation 65032)(Magnesium) |
- |
500 |
|
- |
4.1,
Table 1of IS:740 (Designation 65032)(Copper) |
- |
500 |
|
- |
4.1,
Table 1of IS:740 (Designation 64430)(Aluminium) |
- |
500 |
|
- |
4.1,
Table 1of IS:740 (Designation 64430)(Cr+Mn) |
- |
500 |
|
- |
4.1,
Table 1of IS:740 (Designation 64430)(Chromium) |
- |
500 |
|
- |
4.1,
Table 1of IS:740 (Designation 64430)(Titanium and or other grain refining elements) |
- |
500 |
|
- |
4.1,
Table 1of IS:740 (Designation 64430)(Zinc) |
- |
500 |
|
- |
4.1,
Table 1of IS:740 (Designation 64430)(Manganese) |
- |
500 |
|
- |
4.1,
Table 1of IS:740 (Designation 64430)(Copper) |
- |
500 |
|
- |
4.1,
Table 1of IS:740 (Designation 55000)(Aluminium) |
- |
500 |
|
- |
4.1,
Table 1of IS:740 (Designation 55000)(Cr+Mn) |
- |
500 |
|
- |
4.1,
Table 1of IS:740 (Designation 55000)(Chromium) |
- |
500 |
|
- |
4.1,
Table 1of IS:740 (Designation 55000)(Titanium and or other grain refining elements) |
- |
500 |
|
- |
4.1,
Table 1of IS:740 (Designation 55000)(Zinc) |
- |
500 |
|
- |
4.1,
Table 1of IS:740 (Designation 55000)(Manganese) |
- |
500 |
|
- |
4.1,
Table 1of IS:740 (Designation 55000)(Iron) |
- |
500 |
|
- |
4.1,
Table 1of IS:740 (Designation 55000)(Silicon) |
- |
500 |
|
- |
4.1,
Table 1of IS:740 (Designation 55000)(Magnesium) |
- |
500 |
|
- |
4.1,
Table 1of IS:740 (Designation 55000)(Copper) |
- |
500 |
|
- |
4.1,
Table 1of IS:740 (Designation 53000)(Aluminium) |
- |
500 |
|
- |
4.1,
Table 1of IS:740 (Designation 53000)(Cr+Mn) |
- |
500 |
|
- |
4.1,
Table 1of IS:740 (Designation 53000)(Chromium) |
- |
500 |
|
- |
4.1,
Table 1of IS:740 (Designation 53000)(Titanium and or other grain refining elements) |
- |
500 |
|
- |
4.1,
Table 1of IS:740 (Designation 53000)(Zinc) |
- |
500 |
|
- |
4.1,
Table 1of IS:740 (Designation 53000)(Manganese) |
- |
500 |
|
- |
4.1,
Table 1of IS:740 (Designation 53000)(Iron) |
- |
500 |
|
- |
4.1,
Table 1of IS:740 (Designation 53000)(Silicon) |
- |
500 |
|
- |
4.1,
Table 1of IS:740 (Designation 53000)(Magnesium) |
- |
500 |
|
- |
4.1,
Table 1of IS:740 (Designation 53000)(Copper) |
- |
500 |
|
- |
4.1,
Table 1of IS:740 (Designation 24345)(Aluminium) |
- |
500 |
|
- |
4.1,
Table 1of IS:740 (Designation 24345)(Chromium) |
- |
500 |
|
- |
4.1,
Table 1of IS:740 (Designation 24345)(Titanium and or other grain refining elements) |
- |
500 |
|
- |
4.1,
Table 1of IS:740 (Designation 24345)(Zinc) |
- |
500 |
|
- |
4.1,
Table 1of IS:740 (Designation 24345)(Manganese) |
- |
500 |
|
- |
4.1,
Table 1of IS:740 (Designation 24345)(Iron) |
- |
500 |
|
- |
4.1,
Table 1of IS:740 (Designation 24345)(Silicon) |
- |
500 |
|
- |
4.1,
Table 1of IS:740 (Designation 24345)(Magnesium) |
- |
500 |
|
- |
4.1,
Table 1of IS:740 (Designation 24345)(Copper) |
- |
500 |
|
- |
4.1,
Table 1of IS:740 (Designation 19000)(Cu+Mg+Si+Fe+Mn+Zn) |
- |
500 |
|
- |
4.1,
Table 1of IS:740 (Designation 19000)(Aluminium) |
- |
500 |
|
- |
4.1,
Table 1of IS:740 (Designation 19000)(Zinc) |
- |
500 |
|
- |
4.1,
Table 1of IS:740 (Designation 19000)(Manganese) |
- |
500 |
|
- |
4.1,
Table 1of IS:740 (Designation 19000)(Iron) |
- |
500 |
|
- |
4.1,
Table 1of IS:740 (Designation 19000)(Silicon) |
- |
500 |
|
- |
4.1,
Table 1of IS:740 (Designation 19000)(Magnesium) |
- |
500 |
|
- |
4.1,
Table 1of IS:740 (Designation 19000)(Copper) |
- |
500 |
|
- |
6(Freedom From Defects) |
- |
250 |
|
- |
7(Dmension And Tolerances) |
- |
250 |
|
- |
9.2(Head Forming Test) |
- |
250 |
|
- |
11(Marking) |
- |
250 |
|
- |
|
Complete
|
16 Aug, 2022 |
15 Aug, 2025 |
- |
33 |
IS 13395 (2021) |
Performance of Handles and Handle Assemblies Attached to Cookware - Specification ( First Revision ) |
- |
-
|
10000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
5.1(General) |
- |
500 |
|
- |
5.2(Bending Strength) |
- |
2500 |
|
- |
5.3(Torque Strength) |
- |
2500 |
|
- |
5.4(Impact Strength) |
- |
2000 |
|
- |
5.5(Fatigue Resistance) |
- |
2000 |
|
- |
5.6(Leakage) |
- |
2000 |
|
- |
5.7(Thermal Insulation) |
- |
1500 |
|
- |
5.8(Heat Resistance) |
- |
2500 |
|
- |
5.9(Washing Resistance) |
- |
2000 |
|
- |
5.1(Burning Resistance) |
- |
1500 |
|
- |
5.1(General) |
- |
500 |
|
- |
5.2(Bending strength) |
- |
2500 |
|
- |
5.3(Torque strength) |
- |
2500 |
|
- |
5.4(Impact strength) |
- |
2000 |
|
- |
5.5(Fatigue resistance) |
- |
2000 |
|
- |
5.6(Leakage) |
- |
2000 |
|
- |
5.7(Thermal insulation) |
- |
1500 |
|
- |
5.8(Heat resistance) |
- |
2500 |
|
- |
5.9(Washing resistance) |
- |
2000 |
|
- |
5.10(Burning resistance) |
- |
1500 |
|
- |
4.1(Construction) |
- |
250 |
|
- |
4.2(Materials) |
- |
250 |
|
- |
4.3(Selection and Size) |
- |
250 |
|
- |
4.4(Position of handle and knob with respect to cookware) |
- |
250 |
|
- |
4.5(Attachment to cookware) |
- |
250 |
|
- |
|
Complete
|
16 Aug, 2022 |
15 Aug, 2025 |
- |
34 |
IS 7466 (1994) |
Rubber gaskets for pressure cookers - Specifications (First Revison) |
- |
-
|
11000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
3.2(Workmanship and Finish ) |
- |
500 |
|
- |
3.4-Table 1(i)(Requirements of Rubber Used for Gaskets-Hardness IRHD) |
- |
1000 |
|
- |
3.4-Table 1(ii)(Requirements of Rubber Used for Gaskets-Tensile strength,) |
- |
1500 |
|
- |
3.4-Table 1(iii)(Requirements of Rubber Used for Gaskets-Elongation at break) |
- |
1000 |
|
- |
3.4-Table 1(iv-a)(Requirements of Rubber Used for Gaskets-Hardness IRHD(After ageing 3 days in Aie-oven Change From Original Value)) |
- |
2500 |
|
- |
3.4-Table 1(iv-b)(Requirements of Rubber Used for Gaskets-Tensile strength(After ageing 3 days in Aie-oven Change From Original Value)) |
- |
2500 |
|
- |
3.4-Table 1(iv-c)(Requirements of Rubber Used for Gaskets-Elongation at break(After ageing 3 days in Aie-oven Change From Original Value)) |
- |
1500 |
|
- |
3.4-Table 1(v-a)(Requirements of Rubber Used for Gaskets-Hardness IRHD(After ageing in an autoclave Change From Original Value)) |
- |
500 |
|
- |
3.4-Table 1(v-b)(Requirements of Rubber Used for Gaskets-Tensile strength(After ageing in an autoclave Change From Original Value)) |
- |
1500 |
|
- |
3.4-Table 1(v-c)(Requirements of Rubber Used for Gaskets-Elongation at break(After ageing in an autoclave Change From Original Value)) |
- |
1000 |
|
- |
3.4-Table 1(vi)(Compression set) |
- |
2000 |
|
- |
3.5-ANNEX C(PERFORMANCE TEST FOR PRESSURE COOKER ) |
- |
2500 |
|
- |
Clause 4.3 Table 1(Zinc oxide) |
- |
1500 |
|
- |
Clause 3.4 Table 1(Heavy metal content) |
- |
1500 |
|
- |
3.4. and Table 1 v) d(Requirements of Rubber Used for Gaskets-Volume(After ageing in an autoclave Change From Original Value)) |
- |
1500 |
|
- |
4.2(Marking) |
- |
250 |
|
- |
|
Complete
|
16 Aug, 2022 |
15 Aug, 2025 |
- |
35 |
IS 6911 (2017) |
Stainless steel plate, sheet and strip - Specification (Second Revision) |
- |
-
|
8000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl. 7.1 & 7.2 Table 1(Carbon -IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
Cl. 7.1 & 7.2 Table 1(Silicon -IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
Cl. 7.1 & 7.2 Table 1(Manganese -IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
Cl. 7.1 & 7.2 Table 1(Nickel -IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
Cl. 7.1 & 7.2 Table 1(Chromium -IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
Cl. 7.1 & 7.2 Table 1(Molybdenum -IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
Cl. 7.1 & 7.2 Table 1(Sulphur -IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
Cl. 7.1 & 7.2 Table 1(Phosphorus -IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
Cl. 7.1 & 7.2 Table 1(Nitrogen -IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
Cl. 7.1 & 7.2 Table 1(Copper -IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
Cl. 7.1 & 7.2 Table 1(Others-IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
Cl. 7.1 & 7.2 Table 1(Titanium-IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
Cl. 7.1 & 7.2 Table 1(Niobium-IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
Cl.12(Corrosion Resistance- IS 10461(Part1)) |
- |
1000 |
|
- |
6(Freedom from defects , IS 6911) |
- |
250 |
|
- |
10.1,Table 4&Table 6(Tensile Test - IS 1608(Pt -1)) |
- |
1000 |
|
- |
10.2,Table 4&Table 5(Hardness Test- IS 1500(Pt -1),IS 1501 (Pt-1),IS 1586 (Pt -1)) |
- |
750 |
|
- |
10.3(Bend Test - IS 1599) |
- |
500 |
|
- |
11,Table 7(Erichsen cupping test-IS 10175) |
- |
750 |
|
- |
15(Surface Finish) |
- |
250 |
|
- |
10.1 Amd 2(Yeild Strength) |
- |
500 |
|
- |
10.1 Amd 2(0.2 Percent Proof Stress) |
- |
500 |
|
- |
10.1 Amd 2(Elongation) |
- |
500 |
|
- |
Clause 17 , Table 9 to Table 19(Dimension (Length)) |
- |
500 |
|
- |
Clause 17 , Table 9 to Table 19(Dimension (Width)) |
- |
500 |
|
- |
Clause 17 , Table 9 to Table 19(Dimension (Thickness)) |
- |
500 |
|
- |
Clause 17 , Table 9 to Table 19(Flatness) |
- |
300 |
|
- |
Clause 17 , Table 9 to Table 19(Camber) |
- |
300 |
|
- |
4(Supply of Material) |
- |
250 |
|
- |
8(Heat Treatment) |
- |
250 |
|
- |
19(Marking) |
- |
250 |
|
- |
|
Complete
|
16 Aug, 2022 |
15 Aug, 2025 |
- |
36 |
IS 7809 : Part 3 : Sec 1 (1986) |
Specification for pressure sensitive adhesive insulating tapes for electrical purposes: Part 3 requirements or individual materials: Sec 1 plasticized polyvinylchloride tapes with non - Thermosetting adhesive (First Revision) |
- |
-
|
15000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
3.1(General Requirments,as per IS 7809 (Part 1 ) :1975 ) |
- |
250 |
|
- |
Cl.No.3.2(Width) |
- |
500 |
|
- |
Cl.No.3.3(Length) |
- |
500 |
|
- |
Cl.No.3.4(Thickness) |
- |
500 |
|
- |
Cl.No.4.1(Tensile Strength) |
- |
1500 |
|
- |
Cl.No.4.2(Adhesion to Steel) |
- |
1500 |
|
- |
Cl.No.4.3(Adhesion to backing) |
- |
1500 |
|
- |
Cl.No.4.4(Electric Strength at RT) |
- |
2500 |
|
- |
Cl.No.4.5(Electric Strength after Humid Conditioning) |
- |
2500 |
|
- |
Cl.No.4.6(Flammability) |
- |
1500 |
|
- |
4.7(Electrolytic corrosion) |
- |
4500 |
|
- |
4.8(Stability to accelerated ageing ) |
- |
4000 |
|
- |
Cl.No.4.9(Insulation Resistance) |
- |
2500 |
|
- |
Cl.No.4 of IS 7809 (Part 1)-1975(Appearance) |
- |
500 |
|
- |
Cl.No.5 of IS 7809 (Part 1)-1975(Freedom From Deffects) |
- |
500 |
|
- |
3.1(Marking, Cl.9 of IS 7809 (Part 1):1975) |
- |
200 |
|
- |
|
Complete
|
16 Aug, 2022 |
15 Aug, 2025 |
- |
37 |
IS 3854 (1997) |
Switches for domestic and similar purposes - Specification (Second Revision) |
- |
-
|
10000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
8(Marking) |
- |
250 |
|
- |
8(Marking) |
- |
250 |
|
- |
8.9(Marking) |
- |
250 |
|
- |
7(Classification) |
- |
250 |
|
- |
10(Protection against Electric Shock) |
- |
250 |
|
- |
11.1(Provision for earthing) |
- |
250 |
|
- |
12(Terminals) |
- |
250 |
|
- |
12.2.2(Connection of conductor) |
- |
250 |
|
- |
12.2.3(Mechanical strength of terminals) |
- |
500 |
|
- |
12.2.4(Resistance to corrosion) |
- |
500 |
|
- |
12.2.5(Undue damage to conductor) |
- |
500 |
|
- |
12.2.7(Insertion of conductor) |
- |
250 |
|
- |
12.2.9(Locking against accidental loosening) |
- |
250 |
|
- |
12.2.11(Distance between screw and conductor) |
- |
250 |
|
- |
12.3.2(Screwless terminals) |
- |
250 |
|
- |
12.3.3(Connectin of conductor) |
- |
250 |
|
- |
12.3.4(Material of terminals) |
- |
250 |
|
- |
12.3.5(Clamping) |
- |
250 |
|
- |
12.3.7(v) Interconnection of conductors [Cl. 12.3.7]) |
- |
250 |
|
- |
12.3.11(vi) Electrical & Thermal Stresses [Cl 12.3.11]) |
- |
1000 |
|
- |
12.3.12(vii) Deflection Stresses [Cl. 12.3.12]) |
- |
1000 |
|
- |
13.1(a) Insulating lining, barriers and the like [Cl 13.1]) |
- |
500 |
|
- |
13.2(b) Construction of switch [Cl 13.2]) |
- |
250 |
|
- |
13.2(i) Installation Test) |
- |
250 |
|
- |
13.3(c) Covers,cover plates and actuating members [Cl 13.3]) |
- |
250 |
|
- |
13.4(d) Ordinary switches [Cl 13.4]) |
- |
250 |
|
- |
13.5(e) Rotary switches [Cl 13.5]) |
- |
250 |
|
- |
13.6(f) Screws and other means [Cl 13.6]) |
- |
250 |
|
- |
13.7(g) Combination of switches or switches and socket outlets [Cl 13.7]) |
- |
250 |
|
- |
13.8(h) Assessories combined with switches [Cl. 13.8]) |
- |
250 |
|
- |
13.9(j) Switches other than ordinary switches [Cl. 13.9]) |
- |
250 |
|
- |
13.1(k) Switches to be installed in a box [Cl. 13.10]) |
- |
250 |
|
- |
13.11(l) Surface type switches other than ordinary switch [Cl. 13.11]) |
- |
250 |
|
- |
13.15(q) Requirements for membrane in inlet opening [ Cl. 13.15]) |
- |
250 |
|
- |
15.1(Resistance to Ageing, to Harmful Ingress of water and to Humidity [Cl. 15]: Resistance to Ageing, [Cl. 15.1]) |
- |
1000 |
|
- |
15.2(b)Resistance to Harmful ingress of water [Cl. 15.2]) |
- |
1000 |
|
- |
15.3(c) Resistance to Humidity [Cl. 15.3]) |
- |
1000 |
|
- |
16.1(Insulation resistance [Cl. 16.1]) |
- |
1000 |
|
- |
17(Temperature- rise [Cl. 17]) |
- |
1000 |
|
- |
16.2( Electric Strength [Cl. 16.2]) |
- |
1000 |
|
- |
18(Marking and breaking Capacity[Cl. 18]) |
- |
1000 |
|
- |
19(Normal Operation [Cl. 19] a) General & Operation) |
- |
1000 |
|
- |
14.3(d)Test for arcing and sparking [Cl 14.3]) |
- |
500 |
|
- |
21(Resistance to Heat [Cl.21]) |
- |
750 |
|
- |
22(Screw, Current Carrying Part And Connection [Cl.22]) |
- |
500 |
|
- |
22.1(i) Screw & Nuts [Cl.22.1]) |
- |
500 |
|
- |
22.4(ii) Screw & rivets [Cl . 22.4]) |
- |
500 |
|
- |
22.3(iii) Electrical Connections [Cl.22.3]) |
- |
500 |
|
- |
23.2(Creepage distances, clearances and distance through sealing compound [Cl.23]) |
- |
750 |
|
- |
24.1.1(Resistance to Abnormal Heat & Fire [Cl.24.1] [Glow Wire Test] [Cl.24.1.1]) |
- |
1500 |
|
- |
24.2(Resistance to tracking [For Switch other than ordinary] [Cl.24.2]) |
- |
1500 |
|
- |
25 of IS 3854 : 1997(Resistance to rusting) |
- |
1000 |
|
- |
11.3(Provision for earthing) |
- |
1000 |
|
- |
16.3(Flash test) |
- |
750 |
|
- |
20.8(Mechanical Strength Test) |
- |
500 |
|
- |
20.7(Mechanical Strength Test) |
- |
500 |
|
- |
22.2(Measurement and manual test) |
- |
250 |
|
- |
22.6(Inspection and chemical analysis) |
- |
250 |
|
- |
16.3(Insulation
resistance and electric strength
) |
- |
750 |
|
- |
13.12, 13.13, 13.14(m) Inlet opening [Cl. 13.12.13.13 & 13.14]) |
- |
750 |
|
- |
14(Mechanism [Cl. 14]) |
- |
750 |
|
- |
12.2.6(Terminals, Qualitative) |
- |
250 |
|
- |
12.3.1(Terminals, Qualitative) |
- |
250 |
|
- |
12.3.6(Terminals, Qualitative) |
- |
250 |
|
- |
12.3.10(Terminals, Qualitative) |
- |
250 |
|
- |
13.12(Qualitative) |
- |
250 |
|
- |
|
Complete
|
16 Aug, 2022 |
15 Aug, 2025 |
Upto 16 Amp. Excluding AX type |
38 |
IS 1293 (2019) |
Plugs and socket - Outlets of rated Voltage up to and including 250 Volts and rated current up to and including 16 amperes - Specification (Third Revision) |
- |
-
|
14000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
6(Ratings) |
- |
100 |
|
- |
7.1.1(Accessories Classification) |
- |
100 |
|
- |
7.1.2(Accessories Classification) |
- |
100 |
|
- |
7.1.3(Accessories Classification) |
- |
100 |
|
- |
7.1.4(Accessories Classification) |
- |
100 |
|
- |
7.1.5(Accessories Classification) |
- |
100 |
|
- |
7.2.1(Socket-Outlets Classification) |
- |
100 |
|
- |
7.2.2(Socket-Outlets Classification) |
- |
100 |
|
- |
7.2.3(Socket-Outlets Classification) |
- |
100 |
|
- |
7.2.4(Socket-Outlets Classification) |
- |
100 |
|
- |
7.3(Plug Classification) |
- |
100 |
|
- |
8.1(MARKING) |
- |
500 |
|
- |
8.8(MARKING) |
- |
500 |
|
- |
8.9(MARKING) |
- |
500 |
|
- |
9.1(CHECKING OF DIMENSIONS) |
- |
500 |
|
- |
9.2(CHECKING OF DIMENSIONS) |
- |
500 |
|
- |
10.1(PROTECTION AGAINST ELECTRIC SHOCK) |
- |
500 |
|
- |
10.1(PROTECTION AGAINST ELECTRIC SHOCK) |
- |
500 |
|
- |
10.3(PROTECTION AGAINST ELECTRIC SHOCK) |
- |
500 |
|
- |
10.4(PROTECTION AGAINST ELECTRIC SHOCK) |
- |
500 |
|
- |
10.5(PROTECTION AGAINST ELECTRIC SHOCK) |
- |
500 |
|
- |
10.6(PROTECTION AGAINST ELECTRIC SHOCK) |
- |
500 |
|
- |
10.7(PROTECTION AGAINST ELECTRIC SHOCK) |
- |
500 |
|
- |
11.1(PROVISIONS FOR EARTHING) |
- |
500 |
|
- |
11.2(PROVISIONS FOR EARTHING) |
- |
500 |
|
- |
11.3(PROVISIONS FOR EARTHING) |
- |
500 |
|
- |
11.4(PROVISIONS FOR EARTHING) |
- |
500 |
|
- |
11.5(PROVISIONS FOR EARTHING) |
- |
500 |
|
- |
11.6(PROVISIONS FOR EARTHING) |
- |
500 |
|
- |
12.1.1(TERMINALS) |
- |
250 |
|
- |
12.1.2(TERMINALS) |
- |
250 |
|
- |
12.2.1(TERMINALS) |
- |
250 |
|
- |
12.2.2(TERMINALS) |
- |
250 |
|
- |
12.2.3(TERMINALS) |
- |
250 |
|
- |
12.2.4(TERMINALS) |
- |
250 |
|
- |
12.2.5(TERMINALS) |
- |
250 |
|
- |
12.2.6(TERMINALS) |
- |
250 |
|
- |
12.2.7(TERMINALS) |
- |
250 |
|
- |
12.2.8(TERMINALS) |
- |
250 |
|
- |
12.2.9(TERMINALS) |
- |
250 |
|
- |
12.3.1(TERMINALS) |
- |
250 |
|
- |
12.3.11(TERMINALS) |
- |
250 |
|
- |
12.3.2(TERMINALS) |
- |
250 |
|
- |
12.3.3(TERMINALS) |
- |
250 |
|
- |
12.3.4(TERMINALS) |
- |
250 |
|
- |
12.3.5(TERMINALS) |
- |
250 |
|
- |
12.3.6(TERMINALS) |
- |
250 |
|
- |
12.3.7(TERMINALS) |
- |
250 |
|
- |
12.3.8(TERMINALS) |
- |
250 |
|
- |
12.3.9(TERMINALS) |
- |
250 |
|
- |
12.3.10(TERMINALS) |
- |
250 |
|
- |
12.3.12(TERMINALS) |
- |
250 |
|
- |
13.1(CONSTRUCTIONS OF FIXED SOCKETOUTLETS) |
- |
100 |
|
- |
13.2(CONSTRUCTIONS OF FIXED SOCKETOUTLETS) |
- |
100 |
|
- |
13.3(CONSTRUCTIONS OF FIXED SOCKETOUTLETS) |
- |
100 |
|
- |
13.4(CONSTRUCTIONS OF FIXED SOCKETOUTLETS) |
- |
100 |
|
- |
13.5(CONSTRUCTIONS OF FIXED SOCKETOUTLETS) |
- |
100 |
|
- |
13.6(CONSTRUCTIONS OF FIXED SOCKETOUTLETS) |
- |
100 |
|
- |
13.7(CONSTRUCTIONS OF FIXED SOCKETOUTLETS) |
- |
100 |
|
- |
13.8(CONSTRUCTIONS OF FIXED SOCKETOUTLETS) |
- |
100 |
|
- |
13.9(CONSTRUCTIONS OF FIXED SOCKETOUTLETS) |
- |
100 |
|
- |
13.1(CONSTRUCTIONS OF FIXED SOCKETOUTLETS) |
- |
100 |
|
- |
13.11(CONSTRUCTIONS OF FIXED SOCKETOUTLETS) |
- |
100 |
|
- |
13.12(CONSTRUCTIONS OF FIXED SOCKETOUTLETS) |
- |
100 |
|
- |
13.13(CONSTRUCTIONS OF FIXED SOCKETOUTLETS) |
- |
100 |
|
- |
13.14(CONSTRUCTIONS OF FIXED SOCKETOUTLETS) |
- |
100 |
|
- |
13.15(CONSTRUCTIONS OF FIXED SOCKETOUTLETS) |
- |
100 |
|
- |
13.16(CONSTRUCTIONS OF FIXED SOCKETOUTLETS) |
- |
100 |
|
- |
13.17(CONSTRUCTIONS OF FIXED SOCKETOUTLETS) |
- |
100 |
|
- |
13.18(CONSTRUCTIONS OF FIXED SOCKETOUTLETS) |
- |
100 |
|
- |
13.19(CONSTRUCTIONS OF FIXED SOCKETOUTLETS) |
- |
100 |
|
- |
13.2(CONSTRUCTIONS OF FIXED SOCKETOUTLETS) |
- |
100 |
|
- |
13.21(CONSTRUCTIONS OF FIXED SOCKETOUTLETS) |
- |
100 |
|
- |
13.22(CONSTRUCTIONS OF FIXED SOCKETOUTLETS) |
- |
100 |
|
- |
13.23(CONSTRUCTIONS OF FIXED SOCKETOUTLETS) |
- |
100 |
|
- |
14.1(CONSTRUCTION OF PLUGS AND PORTABLE SOCKET-OUTLET) |
- |
100 |
|
- |
14.2(CONSTRUCTION OF PLUGS AND PORTABLE SOCKET-OUTLET) |
- |
100 |
|
- |
14.3(CONSTRUCTION OF PLUGS AND PORTABLE SOCKET-OUTLET) |
- |
100 |
|
- |
14.4(CONSTRUCTION OF PLUGS AND PORTABLE SOCKET-OUTLET) |
- |
100 |
|
- |
14.5(CONSTRUCTION OF PLUGS AND PORTABLE SOCKET-OUTLET) |
- |
100 |
|
- |
14.6(CONSTRUCTION OF PLUGS AND PORTABLE SOCKET-OUTLET) |
- |
100 |
|
- |
14.7(CONSTRUCTION OF PLUGS AND PORTABLE SOCKET-OUTLET) |
- |
100 |
|
- |
14.8(CONSTRUCTION OF PLUGS AND PORTABLE SOCKET-OUTLET) |
- |
100 |
|
- |
14.9(CONSTRUCTION OF PLUGS AND PORTABLE SOCKET-OUTLET) |
- |
100 |
|
- |
14.1(CONSTRUCTION OF PLUGS AND PORTABLE SOCKET-OUTLET) |
- |
100 |
|
- |
14.11(CONSTRUCTION OF PLUGS AND PORTABLE SOCKET-OUTLET) |
- |
100 |
|
- |
14.13(CONSTRUCTION OF PLUGS AND PORTABLE SOCKET-OUTLET) |
- |
100 |
|
- |
14.14(CONSTRUCTION OF PLUGS AND PORTABLE SOCKET-OUTLET) |
- |
100 |
|
- |
14.15(CONSTRUCTION OF PLUGS AND PORTABLE SOCKET-OUTLET) |
- |
100 |
|
- |
14.16(CONSTRUCTION OF PLUGS AND PORTABLE SOCKET-OUTLET) |
- |
100 |
|
- |
14.17(CONSTRUCTION OF PLUGS AND PORTABLE SOCKET-OUTLET) |
- |
100 |
|
- |
14.18(CONSTRUCTION OF PLUGS AND PORTABLE SOCKET-OUTLET) |
- |
100 |
|
- |
14.19(CONSTRUCTION OF PLUGS AND PORTABLE SOCKET-OUTLET) |
- |
100 |
|
- |
14.2(CONSTRUCTION OF PLUGS AND PORTABLE SOCKET-OUTLET) |
- |
100 |
|
- |
14.21(CONSTRUCTION OF PLUGS AND PORTABLE SOCKET-OUTLET) |
- |
100 |
|
- |
14.22(CONSTRUCTION OF PLUGS AND PORTABLE SOCKET-OUTLET) |
- |
100 |
|
- |
14.23.1(CONSTRUCTION OF PLUGS AND PORTABLE SOCKET-OUTLET) |
- |
100 |
|
- |
14.23.2(CONSTRUCTION OF PLUGS AND PORTABLE SOCKET-OUTLET) |
- |
100 |
|
- |
14.24(CONSTRUCTION OF PLUGS AND PORTABLE SOCKET-OUTLET) |
- |
100 |
|
- |
14.25(CONSTRUCTION OF PLUGS AND PORTABLE SOCKET-OUTLET) |
- |
100 |
|
- |
14.26(CONSTRUCTION OF PLUGS AND PORTABLE SOCKET-OUTLET) |
- |
100 |
|
- |
15(INTERLOCKED SOCKET-OUTLETS) |
- |
100 |
|
- |
16.1(RESISTANCE TO AGEING,) |
- |
500 |
|
- |
16.2(RESISTANCE TO HARMFUL INGRESS OF WATER AND TO HUMIDITY) |
- |
1000 |
|
- |
16.3(Resistance to Humidity) |
- |
1000 |
|
- |
17.1(INSULATION RESISTANCE AND ELECTRIC STRENGTH) |
- |
1000 |
|
- |
17.2(INSULATION RESISTANCE AND ELECTRIC STRENGTH) |
- |
1000 |
|
- |
17.3(INSULATION RESISTANCE AND ELECTRIC STRENGTH) |
- |
1000 |
|
- |
18(OPERATION OF EARTHING CONTACTS) |
- |
500 |
|
- |
19(TEMPERATURE RISE) |
- |
1000 |
|
- |
20(BREAKING CAPACITY) |
- |
1500 |
|
- |
21(NORMAL OPERATION) |
- |
1500 |
|
- |
22.1(Verification of the Maximum Withdrawal Force) |
- |
500 |
|
- |
22.2(Verification of Minimum Withdrawal Force) |
- |
500 |
|
- |
23.1(FLEXIBLE CABLES AND THEIR CONNECTION) |
- |
500 |
|
- |
23.1(FLEXIBLE CABLES AND THEIR CONNECTION) |
- |
500 |
|
- |
23.3(FLEXIBLE CABLES AND THEIR CONNECTION) |
- |
500 |
|
- |
23.4(FLEXIBLE CABLES AND THEIR CONNECTION) |
- |
500 |
|
- |
24.1(MECHANICAL STRENGTH
For all kinds of fixed socket-outlets
) |
- |
500 |
|
- |
24.1(MECHANICAL STRENGTH
For portable multiple and combined socket outlets
with enclosures, covers or bodies other than thermoplastic or elastomeric material) |
- |
500 |
|
- |
24.1(MECHANICAL STRENGTH
For surface mounting boxes) |
- |
500 |
|
- |
24.2(MECHANICAL STRENGTH
For portable single socket-outlets:
1) with enclosures, covers or bodies other than thermoplastic or elastomeric material) |
- |
500 |
|
- |
24.2(MECHANICAL STRENGTH
For plug
1) with enclosures, covers and bodies other than elastomeric or thermoplastic material) |
- |
500 |
|
- |
24.5(MECHANICAL STRENGTH
For portable single socket-outlets:
1) with enclosures, covers or bodies of thermoplastic or elastomeric material) |
- |
500 |
|
- |
24.5(MECHANICAL STRENGTH
For portable multiple and combined socket outlets:
1) with enclosures, covers and bodies of elastomeric or thermoplastic material) |
- |
500 |
|
- |
24.5(MECHANICAL STRENGTH
For Plug
1) with enclosures, covers and bodies of elastomeric or thermoplastic material) |
- |
500 |
|
- |
24.6(MECHANICAL STRENGTH
For screwed glands of accessories having an IP code higher than IP20) |
- |
500 |
|
- |
24.7(MECHANICAL STRENGTH
For plug pins provided with insulating sleeves) |
- |
500 |
|
- |
24.8(MECHANICAL STRENGTH
For shuttered socket-outlets) |
- |
500 |
|
- |
24.9(MECHANICAL STRENGTH
For portable multiple and combined socket outlets
(1) with enclosures, covers or bodies other than thermoplastic or elastomeric material) |
- |
500 |
|
- |
24.1(MECHANICAL STRENGTH
For Plug
(1) with enclosures, covers or bodies other than thermoplastic or elastomeric material) |
- |
500 |
|
- |
24.1(MECHANICAL STRENGTH
For Plug
(1) with enclosures, covers or bodies of thermoplastic or elastomeric material) |
- |
500 |
|
- |
24.11(MECHANICAL STRENGTH
For portable socket-outlets having means for suspension on a wall) |
- |
500 |
|
- |
24.12(MECHANICAL STRENGTH
For portable socket-outlets having means for suspension on a wall) |
- |
500 |
|
- |
24.13(MECHANICAL STRENGTH
For portable socket-outlets having means for suspension on a wall) |
- |
500 |
|
- |
24.14.1(MECHANICAL STRENGTH
For fixed socket-outlets) |
- |
500 |
|
- |
24.14.2(MECHANICAL STRENGTH
For fixed socket-outlets) |
- |
500 |
|
- |
24.14.3(MECHANICAL STRENGTH
For plugs and portable socket-outlets) |
- |
500 |
|
- |
24.15(MECHANICAL STRENGTH
) |
- |
1000 |
|
- |
24.16(MECHANICAL STRENGTH
) |
- |
1000 |
|
- |
24.16(MECHANICAL STRENGTH
For shroud of portable socket-outlets) |
- |
1000 |
|
- |
25.1(RESISTANCE TO HEAT
Accessories and surface mounting boxes) |
- |
1000 |
|
- |
25.2(RESISTANCE TO HEAT
Parts of insulating material necessary to retain
current-carrying parts of the earthing circuit in position,
as well as parts of the front surface zone of thermoplastic material) |
- |
1000 |
|
- |
25.3(RESISTANCE TO HEAT
Parts of insulating material not necessary to retain current-carrying parts and parts of the earthing circuit in position, even though they are in contact with them) |
- |
1000 |
|
- |
25.4(RESISTANCE TO HEAT
) |
- |
1000 |
|
- |
26.1(SCREWS, CURRENT-CARRYING PARTS AND CONNECTIONS) |
- |
500 |
|
- |
26.2(SCREWS, CURRENT-CARRYING PARTS AND CONNECTIONS) |
- |
500 |
|
- |
26.3(SCREWS, CURRENT-CARRYING PARTS AND CONNECTIONS) |
- |
500 |
|
- |
26.4(SCREWS, CURRENT-CARRYING PARTS AND CONNECTIONS) |
- |
500 |
|
- |
26.5(SCREWS, CURRENT-CARRYING PARTS AND CONNECTIONS) |
- |
500 |
|
- |
26.6(SCREWS, CURRENT-CARRYING PARTS AND CONNECTIONS) |
- |
500 |
|
- |
26.7(SCREWS, CURRENT-CARRYING PARTS AND CONNECTIONS) |
- |
500 |
|
- |
27.1(CREEPAGE DISTANCES, CLEARANCES AND DISTANCES THROUGH SEALING COMPOUND) |
- |
500 |
|
- |
27.2(CREEPAGE DISTANCES, CLEARANCES AND DISTANCES THROUGH SEALING COMPOUND) |
- |
1000 |
|
- |
27.3(CREEPAGE DISTANCES, CLEARANCES AND DISTANCES THROUGH SEALING COMPOUND) |
- |
1000 |
|
- |
28.1.1(Resistance to Abnormal Heat and to Fire
Glow-Wire Test) |
- |
1000 |
|
- |
28.1.2(Resistance to Abnormal Heat and to Fire
for plugs with pins provided with insulating sleeves) |
- |
1000 |
|
- |
28.2(Resistance to Tracking
For accessories other than IP code higher than IPX0 parts of insulating material retaining live parts in position) |
- |
1000 |
|
- |
29(RESISTANCE TO RUSTING) |
- |
1000 |
|
- |
30.1(ADDITIONAL TESTS ON PINS PROVIDED WITH INSULATING SLEEVES
Pressure Test at High Temperature) |
- |
1000 |
|
- |
30.2(ADDITIONAL TESTS ON PINS PROVIDED WITH INSULATING SLEEVES
Static Damp Heat Test) |
- |
1000 |
|
- |
30.3(ADDITIONAL TESTS ON PINS PROVIDED WITH INSULATING SLEEVES
Tests at Low Temperature) |
- |
1000 |
|
- |
30.4(ADDITIONAL TESTS ON PINS PROVIDED WITH INSULATING SLEEVES
Impact Test at Low Temperature) |
- |
1000 |
|
- |
|
Complete
|
16 Aug, 2022 |
15 Aug, 2025 |
- |
39 |
IS 15778 (2007) |
Chlorinated polyvinyl chloride (Cpvc) pipes for potable hot and cold water distribution supplies - Specification |
Class I, II, III |
-
|
95000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
5
Table 1(Classification of pipes) |
- |
250 |
|
- |
6.2.1
Annex B(Chloride Content of Resin) |
- |
2500 |
|
- |
6.3(Compound Properties) |
- |
10000 |
|
- |
6.3.1
Annex B(Chloride content) |
- |
2500 |
|
- |
6.3.2
Annex C(Verification of the Malfunction Temperature, Tmal:
) |
- |
5000 |
|
- |
7.1
IS 12235 (Part 1)
Table 2(Dimension of Pipes:
Mean outside Diameter) |
- |
100 |
|
- |
7.1,7.1.1
IS 12235 (Part 1)
Table 2(Outside Diameter at any point) |
- |
1000 |
|
- |
7.1.2
IS 12235 (Part 1)
Table 2(Wall Thickness ) |
- |
1000 |
|
- |
7.1.3 (Effective length) |
- |
1000 |
|
- |
8(Pipe Ends) |
- |
1000 |
|
- |
9.1(Visual Appearance) |
- |
500 |
|
- |
9.2
IS 12235 (Part 3)(Opacity) |
- |
1500 |
|
- |
Cl. 9.3,IS 4985 Cl. 10.3(Lead (first extraction)) |
- |
1500 |
|
- |
Cl. 9.3,IS 4985 Cl. 10.3(Lead (third extraction)) |
- |
1500 |
|
- |
Cl. 9.3,IS 4985 Cl. 10.3(Dialkyl tin C4 and higher homologues measured as tin (third extraction)) |
- |
1500 |
|
- |
Cl. 9.3,IS 4985 Cl. 10.3(Cadmium (for all three extracts) ) |
- |
1500 |
|
- |
Cl. 9.3,IS 4985 Cl. 10.3(Mercury (for all three extracts) ) |
- |
1500 |
|
- |
Cl. 9.3,IS 4985 Cl. 10.3(Other toxic substances such as 'di-n-octyl-tin- s-s bis iso-octyl mercapto acetate' and 'butyl stearate' (third extraction) ) |
- |
1500 |
|
- |
9.4
IS 12235(Part 5/Sec 1 and Sec 2)(Reversion Test :
When tested by the method prescribed in IS 12235(Part 5/Sec 1 and Sec 2), a length of pipe 200 + 20 mm long shall not alter in length by more than 5 percent.) |
- |
1500 |
|
- |
9.5
IS 12235(Part 2)(Vicat Softening Temperature:
When tested by the method prescribed in IS 12235(Part 2), the Vicat softening temperature of the specimen
shall not be less than 110°C.) |
- |
1500 |
|
- |
9.6
IS 12235(Part 14)(Density) |
- |
1500 |
|
- |
10.1
Table 3
IS 12235
(Part 8/Sec 1)(Hydrostatic Characteristics) |
- |
30000 |
|
- |
10.2
Table 3
IS 12235
(Part 8/Sec 1)(Thermal Stability by Hydrostatic Pressure Testing) |
- |
45000 |
|
- |
10.3
IS 4985
Table 4(Resistance to External Blow at O°C:
When tested by the method prescribed in IS 4985, with classified striker mass and drop height as given in Table 4, the pipe shall have a true impact rate of not more than 10 percent.) |
- |
2500 |
|
- |
10.4
IS 12235(Part 19)(Flattening Test) |
- |
1500 |
|
- |
10.5
IS 12235(Part 13)(Tensile Strength :
When tested by the method prescribed in IS 12235(Part 13), the tensile strength at yield shall not be less than 50 MPaat 27±2°C.
) |
- |
2500 |
|
- |
6.3.3(Density) |
- |
1000 |
|
- |
|
Complete
|
16 Aug, 2022 |
15 Aug, 2025 |
- |
40 |
IS 12786 (1989) |
Irrigation equipment - Polyethylene pipes for irrigation laterals - Specification |
CLASS I, II & III |
-
|
12000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
4.1.b(Potyethylene - anti-oxidant) |
- |
2500 |
|
- |
4.1.c.i (Density) |
- |
1000 |
|
- |
4.1.c.ii (Toluene extract - Annex A) |
- |
1500 |
|
- |
4.1.c.iii (Volatile matter - Annex B ) |
- |
1500 |
|
- |
4.1.c & 4.2.a (Carbon Black content - IS 2530 : 1963) |
- |
1500 |
|
- |
4.2.b (The dispersion of Carbon Black content shall be satisfactory - IS 2530 : 1963) |
- |
1000 |
|
- |
4.3(Addition of not more than 10 percent of the manufactures own rework material produced during the manufacture and works testing of pipe complying with this standard is permitted. No other rework material shall be used) |
- |
500 |
|
- |
7.3(Tensile Test) |
- |
1500 |
|
- |
7.3(Elongation at Break) |
- |
1000 |
|
- |
7.4(SusceptibiIity to Environmental Stress
Cracking) |
- |
2500 |
|
- |
5 and Table 1(DIMENSIONS OF PIPES - outside diameters) |
- |
500 |
|
- |
5 and Table 1(DIMENSIONS OF PIPES - wall thickness shall) |
- |
500 |
|
- |
7.2(Reversion Test) |
- |
1500 |
|
- |
Cl. 7.1 Table -2(Acceptance Test for 1 hrs @ 27 c & 6.9 Mpa) |
- |
2500 |
|
- |
6.1(Visual Appearance) |
- |
500 |
|
- |
3.1(Class of Pipe) |
- |
500 |
|
- |
9.0
(9.1)(Minimum Internal Diameter of Coil) |
- |
500 |
|
- |
8.0
(8.1)
(Supply of pipes
) |
- |
250 |
|
- |
7.1
Table-2
(Hydraulic Characteristics
a)Quality Test for 100 hours at 70°C & 2.5.MPa induced stress.
) |
- |
5000 |
|
- |
4.1.c(iv)(MATERIAL) |
- |
250 |
|
- |
4.1d(MATERIAL) |
- |
250 |
|
- |
4.2a(Carbon Black Content) |
- |
750 |
|
- |
|
Complete
|
16 Aug, 2022 |
15 Aug, 2025 |
- |
41 |
IS 14885 (2001) |
Polyethylene pipes for the supply of gaseous fuels - Specification |
SDR 17.6,13.6,11.0,9 GROUP I-III PE 80&PE 100 |
-
|
105000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
4.4(Colour) |
- |
250 |
|
- |
Table-2, 5.1(Conventional Density, IS 7328:1992) |
- |
1500 |
|
- |
Table-2, 5.1(Melt Flow Rate, IS 2530:1963) |
- |
2500 |
|
- |
Table-2, 5.1(Thermal Staibility, Annex-D) |
- |
7500 |
|
- |
Table-2, 5.1(Resistance to gas constituents, Cl 5.5) |
- |
10000 |
|
- |
Table-2, 5.1(Pigment dispersion, Annex-E) |
- |
1500 |
|
- |
5.2(Anti Oxidant: Cl. 17 of IS 2530) |
- |
5000 |
|
- |
5.3(U.V.Stabilizer) |
- |
10000 |
|
- |
6.1, Table-3(Ovality Pipe, Cl 6.3.2) |
- |
500 |
|
- |
6.1, Table-3(Nominal Outside Diameter of Pipes , Cl 6.3.1) |
- |
500 |
|
- |
6.2.1, Table-4(Minimum Wall Thickness, Cl.6.3, Cl.6.2.1.1, Table-5) |
- |
500 |
|
- |
6.4(Length of pipe) |
- |
500 |
|
- |
7, Table-6(Maximmn Out of Square of Each Pipe End) |
- |
500 |
|
- |
8.1(Hydraulic Charactristics, Annex-A) |
- |
45000 |
|
- |
8.2(Reversion Test. Annex-C) |
- |
1500 |
|
- |
8.3(Density, Annex A of IS 7328) |
- |
1500 |
|
- |
8.4(Melt Flow Rate (MFR), IS 2530) |
- |
1500 |
|
- |
8.5(Thermal Stability to Oxidation, Annex-D) |
- |
5000 |
|
- |
8.7(Tensile yield strength, Annex-J) |
- |
2500 |
|
- |
8.7(Elongation at break, Annex-J) |
- |
1500 |
|
- |
8.8(Resistance to Weathering, Annex-F) |
- |
10000 |
|
- |
8.9(Squeeze off, Annex-G) |
- |
10000 |
|
- |
8.6 & Table-2(Volatile Content: Annex-H of IS 14885) |
- |
5000 |
|
- |
10(Marking) |
- |
250 |
|
- |
|
Complete
|
16 Aug, 2022 |
15 Aug, 2025 |
- |
42 |
IS 12818 (2010) |
Unplasticized polyvinyl chloride (Pvc - U) screen and casing pipes for bore/tubewells - Specification (Second Revision) |
RMS,RDS,PMS,PDS,CS,CM,CD |
-
|
14500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
9.6(Vicat Softening Temperature
IS 12235 (Part 2).) |
- |
1500 |
|
- |
9.5(Tensile Strength
IS 12235(Part 13)) |
- |
1500 |
|
- |
9.4 and Table 14(Resistance to External Blows at 0 ?C
IS 12235 (Part 9)) |
- |
1500 |
|
- |
9.3(Density
IS 12235 (Part 14)) |
- |
1000 |
|
- |
9.2(Internal Diameter) |
- |
1000 |
|
- |
9.1( Visual Appearance) |
- |
500 |
|
- |
8.4.1 and Table 13
Fig 3B & 4B(Dimensions of sealing elements) |
- |
1000 |
|
- |
8.4(Sealing rings - Hardness) |
- |
750 |
|
- |
8.1 to 8.3 and Table 11 &12
Fig 3A & 4A(THREADING OF SCREEN ANDCASING PIPES.
IS 554.) |
- |
1500 |
|
- |
7.5 and Table 10
Fig 2A & 2B(Approximate Free Passage Area, in Percent (Mean Value) for Width of Slot (w)) |
- |
250 |
|
- |
7.5 and Table 10
Fig 2A & 2B(Minimum number of slots on the circumference of the cross-section.) |
- |
250 |
|
- |
7.5 and Table 10
Fig 2A & 2B(Summation of slot lengths over internal circumference of the cross- section.) |
- |
250 |
|
- |
7.4 Table 8 & 9
Fig 1(Segmental length, l5) |
- |
250 |
|
- |
7.4 Table 8 & 9
Fig 1(Segmental length, l4) |
- |
250 |
|
- |
7.4 Table 8 & 9
Fig 1(Segmental length, l3) |
- |
250 |
|
- |
7.4 Table 8 & 9
Fig 1(Effective length, l2) |
- |
250 |
|
- |
7.3.2(Rib height) |
- |
250 |
|
- |
7.3.1(No.of Ribs) |
- |
250 |
|
- |
7.2 and Table 5, 6 & 7
Fig 1B(Wall thickness, Max) |
- |
250 |
|
- |
7.2 and Table 5, 6 & 7
Fig 1B(Wall thickness, Min) |
- |
250 |
|
- |
7.2 and Table 5, 6 & 7
Fig 1B(Mean Outer Diameter over Connection) |
- |
250 |
|
- |
7.2 and Table 5, 6 & 7
Fig 1B(Outer Diameter at any point, Max) |
- |
250 |
|
- |
7.2 and Table 5, 6 & 7
Fig 1B(Outer Diameter at any point , Min) |
- |
250 |
|
- |
7.2 and Table 5, 6 & 7
Fig 1B(Mean Outer Diameter of Pipe , Max) |
- |
250 |
|
- |
7.2 and Table 5, 6 & 7
Fig 1B(Mean Outer Diameter of Pipe, Min) |
- |
250 |
|
- |
7.2 and Table 5, 6 & 7
Fig 1B(Nominal Diameter) |
- |
250 |
|
- |
4.1.2(K-Value as per IS-4669) |
- |
1500 |
|
- |
4.1.1 (Ref. 3.4.1. of IS 10151)(Composition - The monomer content (VCM content) in the
resin - Annex A ofIS 10151) |
- |
4000 |
|
- |
5(COLOUR) |
- |
250 |
|
- |
9.7(Effect on Water
a) Lead (first extraction)
b) Lead (Third extraction)
c) Dialkyl Tin C4 & higher homologues measured as Tin (Third extraction)
d) Cadmium (All three extracts)
e) Mercury (All three extracts)
f) Other Toxic Substances
) |
- |
4500 |
|
- |
7.1 and Table 1, 2, 3, & 4
Fig 1A & 1B(Wall thickness) |
- |
250 |
|
- |
7.1 and Table 1, 2, 3, & 4
Fig 1A & 1B(Mean Outer Diameter over Connection) |
- |
250 |
|
- |
7.1 and Table 1, 2, 3, & 4
Fig 1A & 1B(Outer Diameter at any point ) |
- |
250 |
|
- |
7.1 and Table 1, 2, 3, & 4
Fig 1A & 1B(Mean Outer Diameter of Pipe) |
- |
250 |
|
- |
7.1 and Table 1, 2, 3, & 4
Fig 1A & 1B(Nominal Diameter) |
- |
250 |
|
- |
11(Marking) |
- |
250 |
|
- |
|
Complete
|
16 Aug, 2022 |
15 Aug, 2025 |
- |
43 |
IS 269 (2015) |
Ordinary portland cement - Specification (Sixth Revision) |
OPC 33,43 ,53 |
-
|
8500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
7 Table-3 v(Transverse Strength - IS 4031 Part 8 (Optional)) |
- |
1000 |
|
- |
7 Table-3 iv c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6) |
- |
1500 |
|
- |
7 Table-3 iv b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6) |
- |
1500 |
|
- |
7 Table-3 iv a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6) |
- |
1000 |
|
- |
7 Table-3 iii b(Setting Time Final) |
- |
500 |
|
- |
7 Table-3 iii a(Setting Time Initial) |
- |
500 |
|
- |
7 Table-3 ii b(Expansion after aeration) |
- |
750 |
|
- |
7 Table-3 ii b(Expansion by Autoclave) |
- |
1000 |
|
- |
7 Table-3 ii a(Expansion after aeration) |
- |
0 |
|
- |
7 Table-3 ii a(Expansion by Le Chatelier) |
- |
750 |
|
- |
7 Table-3 i.(Fineness) |
- |
750 |
|
- |
6.1 Table-2 viii(Alkali content) |
- |
1200 |
|
- |
6.1 Table-2 vii(Chloride content) |
- |
1500 |
|
- |
6.1 Table-2 vi(Loss on ignition) |
- |
500 |
|
- |
6.1 Table-2 v(Total Sulphur Content calculated as Sulphuric Anhydride) |
- |
500 |
|
- |
6.1 Table-2 iv(Magnesia) |
- |
500 |
|
- |
6.1 Table-2 iii.(Insoluble residue) |
- |
500 |
|
- |
6.1 Table-2 ii.(Ratio of percentage of alumina to that of iron oxide) |
- |
500 |
|
- |
6 - Table - 1 i(Ratio of percentage of lime to percentages of silica, alumina and iron oxide - Cl 4 of IS 4032:1985) |
- |
500 |
|
- |
11(Marking) |
- |
250 |
|
- |
|
Complete
|
16 Aug, 2022 |
15 Aug, 2025 |
- |
44 |
IS 4985 (2021) |
UNPLASTICIZED PVC PIPES FOR POTABLE WATER SUPPLIES SPECIFICATION Fourth Revision |
class 1 -6 & Group 1-3 |
-
|
20000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
10.1(Colour) |
- |
250 |
|
- |
10.1(Surface Finish) |
- |
250 |
|
- |
7.2.1.1 Table3(Angle of taper (Note-1)) |
- |
250 |
|
- |
10.7(Sulphated Ash Content) |
- |
1500 |
|
- |
5(CLASSIFICATION OF PIPES) |
- |
250 |
|
- |
7(DIMENSIONS-PIPE-Nominal Diameter) |
- |
500 |
|
- |
7.1.1.1(DIMENSIONS-PIPE-Mean O.D. (Minimum)) |
- |
500 |
|
- |
7.1.1.1(DIMENSIONS-PIPE-Mean O.D. (Mamimum)) |
- |
500 |
|
- |
7.1.1.1(DIMENSIONS-PIPE-Mean O.D. Variation) |
- |
500 |
|
- |
7.1.1.2(DIMENSIONS-PIPE-O.D. at any Point (Minimum)) |
- |
500 |
|
- |
7.1.1.2(DIMENSIONS-PIPE-O.D. at any Point (Maximum)) |
- |
500 |
|
- |
7.1.1.2(DIMENSIONS-PIPE-Ovality (Maximum)) |
- |
500 |
|
- |
7.1.2.1(DIMENSIONS-PIPE-Thickness(Minimum)) |
- |
500 |
|
- |
7.1.2.1(DIMENSIONS-PIPE-Thickness(Maximum)) |
- |
500 |
|
- |
7.1.2.1(DIMENSIONS-PIPE-Average Thickness) |
- |
250 |
|
- |
7.2.1(DIMENSIONS-Socket) |
- |
250 |
|
- |
7.2.1.1-Table 3(DIMENSIONS-Socket-Sockets for solvent cement jointing-Minimum Length) |
- |
500 |
|
- |
7.2.1.1-Table 3(DIMENSIONS-Socket-Sockets for solvent cement jointing-Diameter at mid point of the socket length (Minimum)) |
- |
250 |
|
- |
7.2.1.1-Table 3(DIMENSIONS-Socket-Sockets for solvent cement jointing-Diameter at mid point of the socket length (Maximum)) |
- |
250 |
|
- |
7.2.1.2(a)-Table 5(DIMENSIONS-Sockets for elastomeric sealing ring joints-Minimum depth of engagement) |
- |
250 |
|
- |
7.2.1.2-Table 4(DIMENSIONS-Sockets for elastomeric sealing ring joints-Socket inner Diameter) |
- |
250 |
|
- |
8(SEALING RINGS) |
- |
500 |
|
- |
9.1(PIPE ENDS) |
- |
250 |
|
- |
10.2(PHYSICAL AND CHEMICAL CHARACTERISTICS-Opacity) |
- |
0 |
|
- |
10.4(PHYSICAL AND CHEMICAL CHARACTERISTICS- Reversion Test) |
- |
1500 |
|
- |
10.5(PHYSICAL AND CHEMICAL CHARACTERISTICS- Vicat Softening Temperature) |
- |
1500 |
|
- |
10.6(PHYSICAL AND CHEMICAL CHARACTERISTICS- Density) |
- |
1000 |
|
- |
11.1-Table 6(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Type Test)) |
- |
10000 |
|
- |
11.1-Table 6(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Acceptance Test)) |
- |
2500 |
|
- |
11.1-Table 7(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Type Test)-for Integral Sealing Ring Sockets) |
- |
10000 |
|
- |
11.1-Table 7(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Acceptance Test)-for Integral Sealing Ring Sockets) |
- |
2500 |
|
- |
11.1.1(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Acceptance Test)-for Plumbing pipes) |
- |
2500 |
|
- |
11.2(Resistance to External Blows at 0°C) |
- |
1500 |
|
- |
10.3(Effect on Water Test) |
- |
4000 |
|
- |
6.1.2(PVC Resin) |
- |
5000 |
|
- |
7.1.3(mean outside diameter, outside diameter at
any point, and wall thickness of plumbing pipes) |
- |
250 |
|
- |
7.1.4(Length) |
- |
250 |
|
- |
6.1.1(VCM Content) |
- |
2000 |
|
- |
7.2.1.2b(Maximum inner diameter of groove) |
- |
500 |
|
- |
13(Marking) |
- |
250 |
|
- |
|
Complete
|
16 Aug, 2022 |
15 Aug, 2025 |
- |
45 |
IS 14333 (1996) |
High Density Polyethylene Pipe For Sewerage - |
PE 63, PE 80, PE 100 |
-
|
12000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
10(Marking) |
- |
250 |
|
- |
3(Designation) |
- |
250 |
|
- |
4(Colour) |
- |
250 |
|
- |
6(Dimensions of pipes) |
- |
500 |
|
- |
7(Visual Appearance) |
- |
500 |
|
- |
8.1(Hydraulic characteristics) |
- |
5000 |
|
- |
8.2(Reversion) |
- |
1500 |
|
- |
8.3(Density) |
- |
1000 |
|
- |
8.4(Melt Flow Rate) |
- |
1500 |
|
- |
Cl. 8.5, IS 2530-1963, Cl. 10(Cabon Black Content) |
- |
2000 |
|
- |
Cl. 8.5, IS 2530-1963, Cl. 16(Carbon Black Dispersion) |
- |
1500 |
|
- |
5.1(High Density Polyethylene) |
- |
4500 |
|
- |
5.2(Anti Oxident) |
- |
2500 |
|
- |
|
Complete
|
16 Aug, 2022 |
15 Aug, 2025 |
Except- Anti-Oxidant test (Cl.5.2) |
46 |
IS 14151 : Part 2 (2008) |
Irrigation equipment - Sprinkler pipes - Specification: Part 2 quick coupled polyethylene pipes and fittings (Second Revision) |
Group I - III |
-
|
24500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
7.2.1 (Visual and Workmanship Requirement) |
- |
250 |
|
- |
6.2, 6.2.1 (Quick Coupled Fittings) |
- |
250 |
|
- |
6.1.3.2 (Quick coupled fittings) |
- |
250 |
|
- |
6.1.3.1.1(Weldability Test) |
- |
2500 |
|
- |
6.1.2.2( Hydraulic Proof Test) |
- |
1500 |
|
- |
6.1.1, 6.1.1.1(Leakage Test) |
- |
1500 |
|
- |
5.3(Dimensions of Quick Coupled Sprinkler Saddles Table 1.) |
- |
1500 |
|
- |
5.2(Dimensions of Quick Coupled Pump Connectors Table 3.) |
- |
1500 |
|
- |
4.2.7(Valve openers Table 1 of IS 8008 (Part 2)) |
- |
1500 |
|
- |
4.2.7(Insert vatve couplers Table 1 of IS 8008 (Part 3)) |
- |
1500 |
|
- |
4.2.7(End caps Table 1 of IS 8008 (Part 9)) |
- |
2500 |
|
- |
4.2.7(Pipe ends Table 1 of IS 8008 (Part 6)) |
- |
2500 |
|
- |
4.2.7(Ferrule reducers Table 1 of IS 8008 (Part 5)) |
- |
2500 |
|
- |
4.2.7(Reducers Table 1 and 2 of IS 8008 (Part 4)) |
- |
2500 |
|
- |
4.2.1(Quick Coupled ~pe HDPE Fittings) |
- |
2500 |
|
- |
4.2.2(Quick Coupled ~pe HDPE Fittings) |
- |
2500 |
|
- |
4.2.3(Quick Coupled ~pe HDPE Fittings) |
- |
2500 |
|
- |
4.2.4(Quick Coupled ~pe HDPE Fittings) |
- |
2500 |
|
- |
4.2.5(Quick Coupled ~pe HDPE Fittings) |
- |
2500 |
|
- |
4.2.6(Quick Coupled ~pe HDPE Fittings) |
- |
2500 |
|
- |
4.2.7(Quick Coupled ~pe HDPE Fittings) |
- |
2500 |
|
- |
4.1.5(Rubber Ring) |
- |
1000 |
|
- |
4.1.4(b)(Holding Attachments for Coupler Parts) |
- |
1000 |
|
- |
4.1.4(a)(Holding Attachments for Coupler Parts) |
- |
1000 |
|
- |
4.1 .3(Workmanship and Appearance) |
- |
5000 |
|
- |
4.1 .1.2.2(HDPE couplers) |
- |
1000 |
|
- |
4.1 .1.2.1(HDPE couplers) |
- |
1000 |
|
- |
4.1 (b)(HDPE couplers —) |
- |
1000 |
|
- |
4.1 (a)( Quick Coupled Male and Female Couplers) |
- |
1000 |
|
- |
Cl.6.1.3(Weldability Test- b) Acceptance test) |
- |
2500 |
|
- |
Cl.6.1.3(Weldability Test- a) Quality test) |
- |
5000 |
|
- |
Cl 4.1.5(Rubber rings- B) Change in hardness) |
- |
1500 |
|
- |
4.1.1.2.1(Density) |
- |
1000 |
|
- |
4.1.1.2.1(Melt flow rate at 190°C/5 kg) |
- |
1000 |
|
- |
4.1.1.2.1(Female coupler (min)) |
- |
1000 |
|
- |
4.1.1.2.1(Male coupler (min)) |
- |
500 |
|
- |
4.1.5(a.    Identification of Rubber Ring) |
- |
1000 |
|
- |
4.1.5(b.   Colour of rubber ring) |
- |
1000 |
|
- |
3.0((a) Carbon black content) |
- |
1500 |
|
- |
3.0((b) Carbon black dispersion) |
- |
1000 |
|
- |
3.0((a)Â Â Outside diameter) |
- |
1000 |
|
- |
3.0((ii)Â Â Â Â Â Â Â Â Â Â Â Ovality) |
- |
500 |
|
- |
3.0(Out of Squareness) |
- |
500 |
|
- |
3.0(Reversion test) |
- |
1500 |
|
- |
3.0(Tensile strength at yield) |
- |
1500 |
|
- |
3.0(Elongation at break) |
- |
1000 |
|
- |
3.0(Fusion Compatibility Test (i)Quality Test at 3.5MPa induced stress for 165 hours at 80°C) |
- |
5000 |
|
- |
3.0(Fusion Compatibility Test (ii)Acceptance Test at 3.8MPa induced stress for 48 hours at 80°C) |
- |
2500 |
|
- |
8(Marking) |
- |
250 |
|
- |
|
Complete
|
16 Aug, 2022 |
15 Aug, 2025 |
- |
47 |
IS 14151 : Part 1 (1999) |
Irrigation equipment - Sprinkler pipes - Specification: Part 1 polyethylene pipes (First Revision) |
Group I-III |
-
|
14500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl.3(CLASSIFICATION OF PIPES) |
- |
250 |
|
- |
4.1(melt flow rating (MFR) shall not exceed 1.10 g/10 min.) |
- |
1500 |
|
- |
4.1.1(density shall be between 940.4 kg/m’ and 958.4 kg/m3 (both inclusive) when determined at 27°C according to procedure prescribed in Annex A of IS 7328. The value of the density shall also not differ from the nominal value by more than 3 kg/m2 as per 5.2.1.1 of IS 7328.) |
- |
1000 |
|
- |
4.1.2(The MFR of the material shall be between 0.2 to 1.1 (both inclusive) when tested at 190 T at a nominal load of 50 N by the method prescribed in 7 of IS 2530. The MFR of the material shall also be within 20% of the value declared by the manufacturer.’) |
- |
1500 |
|
- |
Cl. 4.2 , IS 2530-1963, Cl. 10(Cabon Black Content) |
- |
2000 |
|
- |
4.3(Anti-oxidant) |
- |
2500 |
|
- |
5.1 table -1(DIMENSIONS OF PIPES) |
- |
500 |
|
- |
5.1.2(Ovality) |
- |
250 |
|
- |
6.1(VISUAL APPEARANCE) |
- |
250 |
|
- |
Cl 7.1(Hydraulic Characteristics - Acceptance test) |
- |
2500 |
|
- |
7.2(Reversion Test) |
- |
1500 |
|
- |
7.3(Tensile Test) |
- |
1500 |
|
- |
Cl.7.4(Fusion Compatibility Test- b) Acceptance test) |
- |
5000 |
|
- |
7.5(Density) |
- |
1000 |
|
- |
7.6(Melt now Rate (MFR)) |
- |
1500 |
|
- |
(Cl.4.2)(Carbon black- b) Dispersion of carbon black) |
- |
1000 |
|
- |
(Cl.4.2)(Carbon black- a)carbon content) |
- |
2000 |
|
- |
Cl.7.4(Fusion Compatibility Test- a) Quality test) |
- |
2500 |
|
- |
Cl 7.1(Hydraulic Characteristics - Quality test) |
- |
2500 |
|
- |
Cl.5(Dimensions of pipe - ii) Wall thickness maximum) |
- |
500 |
|
- |
Cl.5(Dimensions of pipe - ii) Wall thickness minimum) |
- |
500 |
|
- |
Cl.5(Dimensions of pipe - i) Outside diameter) |
- |
500 |
|
- |
10(Marking) |
- |
250 |
|
- |
|
Complete
|
16 Aug, 2022 |
15 Aug, 2025 |
Except- Anti-Oxidant test (Cl.4.3) |
48 |
IS 15328 (2003) |
Unplasticized Non-Pressure Polyvinyl Chloride ( PVC -U ) Pipes for use in Underground Drainage and Sewerage Systems - |
Group I-III |
-
|
22000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
5,5.2(Composition of the material
The material shall contain a minimum of
0.3 percent of rutile grade titanium dioxide.) |
- |
1000 |
|
- |
6.1,6.1.1
IS 12235 (Part 1)
Table 1(Dimension of Pipes:
Mean outside Diameter, dem) |
- |
250 |
|
- |
6.1,6.1.1
IS 12235 (Part 1)
Table 1(Outside Diameter at any point, de) |
- |
250 |
|
- |
6.1.2
IS 4985
Table 2(Wall Thickness, e ) |
- |
250 |
|
- |
6.1.3 (Length of Pipe) |
- |
250 |
|
- |
6.1.4,
Table 3(Dimensions of integral sockets and spigot ends :-
a) Elastomeric Sealing Ringsockets and
spigot ends
i)Meean inside dia. Of socket, dsm) |
- |
250 |
|
- |
6.1.4,
Table 3(ii) Min. depth of engagement, A. ) |
- |
250 |
|
- |
6.1.4
Table 3(iii) Depth of sealing Zone C ) |
- |
250 |
|
- |
6.1.4,
Table 3(iv) Length of spigot, l1) |
- |
250 |
|
- |
6.1.4,
Table 3(v) Chamfer length, H : Approx.) |
- |
250 |
|
- |
6.1.4.1
(wall thickness of sockets
e2 min=0.9e
) |
- |
250 |
|
- |
6.1.4.1
(e3min=0.75e) |
- |
250 |
|
- |
6.1.4,
Table 4(b) Solvent Cement Joint sockets and
spigot ends
i) Mean inside dia. Of socket, dsm) |
- |
250 |
|
- |
6.1.4,
Table 4(ii) Length of Solvent Cement socket, l2 ) |
- |
250 |
|
- |
6.1.4,
Table 4(iii) Length of spigot, l1, 100 mm Min.) |
- |
250 |
|
- |
6.1.4,
Table 4(iv) Chamfer length, H, 7 mm Approx.) |
- |
250 |
|
- |
7.1(Appearance:-
) |
- |
250 |
|
- |
7.2(Colour ) |
- |
250 |
|
- |
7.3
IS 1223S
( Part 2)(Vicat Softening Temperature
When determined according to IS 1223S
( Part 2), shall not be lessthan 79°C.) |
- |
1500 |
|
- |
7.4
IS 1223S ( Part 5)(Longitudinal Reversion:
When tested according to the methodprescribed in IS 1223S ( Part 5), shall not exceed ± 5 percent.
The pipe shall not exhibit any blisters, bubbles or crackson completion of the test.) |
- |
1500 |
|
- |
8.1
Annex B(Resistance to External Blows at 0ºC:
When tested according to the method prescribed in Annex B, the pipes hall have a true impact rate of not more than I0 percent.) |
- |
2000 |
|
- |
8.2
Annex C
Table 5(Ring Stiffness:
When tested according to the method described in Annex C,the ring stiffness of the pipe shall be as stated in Table 5) |
- |
1500 |
|
- |
8.3
IS 12235 ( Part 8/ Sec 1 )
Table 6(Resistance to internal Hydrostatic Pressure(Type Test)
a) Acceptance Test:(1h at 27 0 C)
) |
- |
2500 |
|
- |
8.3
IS 12235 ( Part 8/ Sec 1 )
Table 6(b) Type Test:(1000h at 60 0 C)
) |
- |
10000 |
|
- |
9
9.1, IS 5382(JOINTS:-
a) Elastomeric Sealing Rings) |
- |
1500 |
|
- |
10.1.1
Annex D(Internal hydrostatic pressure test for elastomeric sealing ring joints) |
- |
2500 |
|
- |
10.1.2
Annex E(Internal negative hydrostatic pressure test (internal vacuum) for elastomeric sealing ring joints) |
- |
2500 |
|
- |
10.2.1(Internal hydrostatic pressure test for solvent cemented Joints) |
- |
2500 |
|
- |
10.2.2(Internal negative hydrostatic pressure test (internal vacuum)for solvent cemented joints) |
- |
2500 |
|
- |
'7.5 (amdt.7)(Effect on Water (Type test)) |
- |
0 |
|
- |
5.3(Qualitative) |
- |
0 |
|
- |
12(Marking) |
- |
0 |
|
- |
|
Complete
|
16 Aug, 2022 |
15 Aug, 2025 |
- |
49 |
IS 13592 (2013) |
Unplasticized Polyvinyl Chloride (PVC-U) Pipes for Soil and Waste Discharge System Inside and Outside Buiildings Including Ventilation and Rainwater System |
Type A & B |
-
|
13000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl.5(Surface colour of the pipes shall be dark shade of grey) |
- |
200 |
|
- |
Cl6.3(The composition shall be based on PVC resin
having a K-value of 64 or greater when tested in
accordance with IS 4669) |
- |
1500 |
|
- |
Cl.7.1(Mean outside diameter, outside diameter at any point
for Type A and Type B pipes
manufactured plain or with socket shall be as given in
Table 1. Dimensions shall be measured according to
the method given in IS 12235 (Part 1).) |
- |
250 |
|
- |
Cl.7.1( outside diameter at any point
for Type A and Type B pipes
manufactured plain or with socket shall be as given in
Table 1. Dimensions shall be measured according to
the method given in IS 12235 (Part 1).) |
- |
250 |
|
- |
Cl.7.1( wall thickness at any point
for Type A and Type B pipes
manufactured plain or with socket shall be as given in
Table 1. Dimensions shall be measured according to
the method given in IS 12235 (Part 1).) |
- |
250 |
|
- |
Cl.7.2(Pipes shall be supplied in nominal lengths of 2, 3, 4 or
6 metres either plain or with socket for solvent
cementing/grooved socket. Tolerances on specified
length shall be + 10 mm and – 0 mm.The nominal length of the pipe with socket for solvent
cementing/grooved socket shall be as given in Fig. 1.) |
- |
250 |
|
- |
Cl.7.3.1(Minimum wall thickness of socket on pipes shall
be as given in Table 2 read with Fig. 2 and Fig. 3.) |
- |
250 |
|
- |
Cl.7.3.2(Dimensions of sockets for solvent cementing and
grooved sockets of pipes shall be as given in Tables 3
and 4 respectively, read with Fig. 2 and 3.) |
- |
250 |
|
- |
Cl.8.1(The internal and external surface of the pipes shall be
smooth and clean, and free from grooving and other
defects. The end shall be clearly cut and shall be square
with the axis of the pipe. The end may be chamfered
on the plain side.) |
- |
250 |
|
- |
Cl.8.2(When tested by the method described in IS 12235
(Part 5), a length of pipe sample of 200 ± 20 mm shall
not alter in length by more than 5 percent. In the case
of socket ended pipes, this test shall be carried out on
the plain portion of pipe taken at least 100 mm away
from the root of the socket.) |
- |
1500 |
|
- |
Cl8.3(This test shall be carried out for socket end pipes only.
When tested by the method described in IS 12235
(Part 6), the test specimens shall not show blisters,
excessive delamination or cracking or signs of weld
line splitting.) |
- |
1500 |
|
- |
Cl.8.4(When determined in accordance with IS 12235 (Part 2),
the vicat softening temperature of the specimen shall
not be less than 79°C.) |
- |
1500 |
|
- |
Cl.8.5(After the required
period of exposure, the tensile strengths of two samples when tested as per IS 12235 (Part 13) shall not show
difference of more than 20 percent of their initial tensile
strengths) |
- |
2500 |
|
- |
Cl. 9, IS 12235 Part 7(Resistance to Sulphuric Acid) |
- |
2000 |
|
- |
Cl.10.1(When tested by method prescribed in IS 12235 (Part 9),the pipe shall have a true impact rate of not more than
10 percent. Mass of striker and height of fall shall be
as per Annex A.) |
- |
1500 |
|
- |
Cl.10.2(When determined in accordance with the method
described in IS 12235 (Part 13), the tensile strength at
break shall not be less than 45 MPa.) |
- |
1500 |
|
- |
Cl.10.3(The axial shrinkage shall not exceed 2 percent when
determined in accordance with Annex B.) |
- |
1500 |
|
- |
Cl.11.(Jointing of solvent
cementing joints is to be carried out using solvent
conforming to IS 14182.
Apply a pressure of 0.05 MPa for a period of 15 min
and there should be no leakage at any joint.) |
- |
1500 |
|
- |
Cl. 12, IS 12235 Part 11(Resistance to Di-Chloro-Methane ) |
- |
1200 |
|
- |
8.6(Effect on Water Test) |
- |
3500 |
|
- |
14(Marking) |
- |
250 |
|
- |
|
Complete
|
16 Aug, 2022 |
15 Aug, 2025 |
- |
50 |
IS 12701 (1996) |
Rotational moulded polyethylene water storage tanks - specification (First Revision) |
Group 1, 2, 3 & 4 CYLINDRICAL & VERTICAL TANKS |
-
|
14000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
4.2.3(Carbon Black Content ) |
- |
1500 |
|
- |
4.2.3(Carbon Dispersion Test) |
- |
1000 |
|
- |
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank) |
- |
1000 |
|
- |
5.2 Table 2(Dimensions of Rectangular Loft Tanks) |
- |
1000 |
|
- |
6.1(Finish) |
- |
500 |
|
- |
7.1.1(Resistance to Deformation) |
- |
1500 |
|
- |
7.1.2(Resistance to Deformation) |
- |
1500 |
|
- |
7.2(Resistance to Impact) |
- |
2000 |
|
- |
7.3(Test for Top Load Resistance) |
- |
1500 |
|
- |
7.4(Tensile Strength) |
- |
1500 |
|
- |
7.5(Flexural Modulus) |
- |
2500 |
|
- |
7.6(overall Migration) |
- |
3500 |
|
- |
9.2.1(Man-Hole and Hand-Hole Lids) |
- |
1000 |
|
- |
9.1(Lid Thickness) |
- |
750 |
|
- |
5.4(Wall Thickness above effective height) |
- |
750 |
|
- |
5.2 Table 2 (7)(Minimum Wall Thickness) |
- |
750 |
|
- |
5.1 Table 1 (7)(Minimum Weight of Tank (Without Lid)) |
- |
750 |
|
- |
4.2.1(Density) |
- |
1500 |
|
- |
4.2.2(MFI) |
- |
1500 |
|
- |
4.1(MATERIALS) |
- |
250 |
|
- |
10(MARKING) |
- |
250 |
|
- |
|
Complete
|
16 Aug, 2022 |
15 Aug, 2025 |
- |
51 |
IS 1489 : Part 2 (2015) |
Portland - Pozzolana cement - Specification: Part 2 calcined clay based |
- |
-
|
8500 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) |
- |
500 |
|
- |
6 - Table - 1 ii(Magnesia - Cl 7.2 of IS 4032:1985) |
- |
500 |
|
- |
6 - Table - 1 iii(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 7.3 of IS 4032:1985) |
- |
500 |
|
- |
6 - Table - 1 iv(Loss on ignition - Cl 7.1 of IS 4032:1985) |
- |
500 |
|
- |
6 - Table - 1 v(Chloride content - Cl 4.13 of IS 4032:1985) |
- |
500 |
|
- |
6 - Table - 1 vi( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985) |
- |
750 |
|
- |
7 -Table 2- i(Fineness 4031 Part 2) |
- |
500 |
|
- |
7 -Table 2- ii- a(Expansion by Le Chatelier- 4031 Part 3) |
- |
500 |
|
- |
7 -Table 2- ii- a(Expansion after aeration - 4031 Part 3) |
- |
500 |
|
- |
7 -Table 2- ii- b(Expansion by Autoclave- 4031 Part 3) |
- |
500 |
|
- |
7 -Table 2- ii- b(Expansion after aeration- 4031 Part 3) |
- |
500 |
|
- |
7 -Table 2- iii- a(Setting Time Initial- 4031 Part 5) |
- |
500 |
|
- |
7 -Table 2-iii- b(Setting Time Final- 4031 Part 5) |
- |
500 |
|
- |
7 -Table 2- iv- a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6) |
- |
1500 |
|
- |
7 -Table 2- iv- b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6) |
- |
1200 |
|
- |
7 -Table 2- iv- c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6) |
- |
1000 |
|
- |
7 -Table 2- v(Transverse Strength - IS 4031 Part 8 (Optional)) |
- |
1000 |
|
- |
7 -Table 2- vi(Drying Shrinkage- IS 4031 Part 10) |
- |
1500 |
|
- |
11(Marking) |
- |
250 |
|
- |
4(RAW MATERIAL) |
- |
250 |
|
- |
|
Complete
|
16 Aug, 2022 |
15 Aug, 2025 |
- |
52 |
IS 1489 (Part 1) (2015) |
Portland pozzolana cement - Specification: Part 1 fly Ash Based |
- |
-
|
8500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
7 -Table 2- vi(Drying Shrinkage- IS 4031 Part 10) |
- |
1200 |
|
- |
7 -Table 2- v(Transverse Strength - IS 4031 Part 8 (Optional)) |
- |
1000 |
|
- |
7 -Table 2- iv- c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6) |
- |
1200 |
|
- |
7 -Table 2- iv- b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6) |
- |
1000 |
|
- |
7 -Table 2- iv- a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6) |
- |
700 |
|
- |
7 -Table 2-iii- b(Setting Time Final- 4031 Part 5) |
- |
500 |
|
- |
7 -Table 2- iii- a(Setting Time Initial- 4031 Part 5) |
- |
500 |
|
- |
7 -Table 2- ii- b(Expansion after aeration- 4031 Part 3) |
- |
500 |
|
- |
7 -Table 2- ii- b(Expansion by Autoclave- 4031 Part 3) |
- |
500 |
|
- |
7 -Table 2- ii- a(Expansion after aeration - 4031 Part 3) |
- |
500 |
|
- |
7 -Table 2- ii- a(Expansion by Le Chatelier- 4031 Part 3) |
- |
500 |
|
- |
7 -Table 2- i(Fineness 4031 Part 2) |
- |
500 |
|
- |
6 - Table - 1 vi( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985) |
- |
500 |
|
- |
6 - Table - 1 v(Chloride content - Cl 4.13 of IS 4032:1985) |
- |
500 |
|
- |
6 - Table - 1 iv(Loss on ignition - Cl 7.1 of IS 4032:1985) |
- |
500 |
|
- |
6 - Table - 1 iii(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 7.3 of IS 4032:1985) |
- |
500 |
|
- |
6 - Table - 1 ii(Magnesia - Cl 7.2 of IS 4032:1985) |
- |
500 |
|
- |
6 - Table - 1 i(Insoluble residue - Cl 7.4 of IS 4032:1985) |
- |
500 |
|
- |
11(Marking) |
- |
250 |
|
- |
4(RAW MATERIAL) |
- |
250 |
|
- |
|
Complete
|
16 Aug, 2022 |
15 Aug, 2025 |
- |
53 |
IS 2185 : Part 3 (1984) |
Concrete Masonry Units Part 3 Autoclaved Cellular Aerated Concrete Blocks |
GRADE A,B,C |
-
|
22500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
8(Physical requirments) |
- |
500 |
|
- |
8.2(Physical requirments-Dimensions-Length) |
- |
250 |
|
- |
8.2(Physical requirments-Dimensions-Height) |
- |
250 |
|
- |
8.2(Physical requirments-Dimensions-Width) |
- |
250 |
|
- |
8.3(Physical requirments- Block density) |
- |
2500 |
|
- |
8.4(Physical requirments- Compressive strength) |
- |
2500 |
|
- |
8.5(Thermal Conductivity) |
- |
8500 |
|
- |
8.6( Drying Shrinkage ) |
- |
5000 |
|
- |
8.4, 9.2 & 11.3(Indivisual Moisture Content) |
- |
1500 |
|
- |
8.4, 9.2 & 11.3(Indivisual Bulk density) |
- |
2500 |
|
- |
8.4, 9.2 & 11.3 & Table 1(Indivisual Compressive strength) |
- |
2500 |
|
- |
8.3 & 9.1(Indivisual Moisture Content) |
- |
1500 |
|
- |
8.3 & 9.1 Table 1(Indivisual Block Density) |
- |
1500 |
|
- |
3.2 & 8.2(Indivisual Height) |
- |
500 |
|
- |
3.2 & 8.2(Indivisual Width) |
- |
500 |
|
- |
3.2 & 8.2(Indivisual Length) |
- |
500 |
|
- |
8.6, 9.4 & 11.5(Grade) |
- |
250 |
|
- |
3.4(Special Faces) |
- |
250 |
|
- |
3.3(Faces & Arises) |
- |
250 |
|
- |
3.1(Shape) |
- |
250 |
|
- |
8.1.1(General (Exposed wall construction)) |
- |
250 |
|
- |
5(MA TEIUA.LS) |
- |
250 |
|
- |
7(SURI'ACE TUTUU AND FINISH) |
- |
250 |
|
- |
9.3(Thermal Conductivity) |
- |
8500 |
|
- |
15(Marking) |
- |
250 |
|
- |
|
Complete
|
16 Aug, 2022 |
15 Aug, 2025 |
- |
54 |
IS 15477 (2019) |
Adhesives for use with ceramic tiles and mosaics |
TYPE-1,2,3,4 &5 |
-
|
20000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
4(Classification) |
- |
500 |
|
- |
5.1(Tensile Adhesion Strength ) |
- |
5000 |
|
- |
5.2(Shear Adhesion Strength ) |
- |
5000 |
|
- |
5.3(OpenTime) |
- |
2500 |
|
- |
5.4(Adjustment Time) |
- |
2500 |
|
- |
5.5(Slip (Required for Vertical Application Only)) |
- |
5000 |
|
- |
5.6(Deformability (Required for VerticalApplication Only)) |
- |
5000 |
|
- |
8.2(Marking) |
- |
250 |
|
- |
|
Complete
|
16 Aug, 2022 |
15 Aug, 2025 |
- |
55 |
IS 1239 : Part 1 (2004) |
Steel tubes, tubulars and other wrought steel fittings - Specification: Part 1 steel tubes (Sixth Revision) |
Yst210, Yst240 etc |
-
|
7000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl 8(Outer Diameter, Thickness & Mass) |
- |
500 |
|
- |
Cl 14(Tensile Test, Flattening Test & Bend Test) |
- |
1500 |
|
- |
7, 6.1.1(CARBON) |
- |
500 |
|
- |
7, 6.1.1(SULPHUR) |
- |
500 |
|
- |
7, 6.1.1(PHOSPHURS) |
- |
500 |
|
- |
7, 6.1.1(MANGANESE) |
- |
500 |
|
- |
Cl 10.1.1(Manufacturing ) |
- |
500 |
|
- |
Clause 11.1(Random Length) |
- |
500 |
|
- |
Clause 11.2(Exact Length) |
- |
500 |
|
- |
Clause 14.1.1(Elongation Percent) |
- |
500 |
|
- |
Cl. 8 Table 3,4 & 5(Outside Diameter) |
- |
500 |
|
- |
Cl. 8, 9 Table 3,4 & 5(Thickness) |
- |
500 |
|
- |
Cl. 14.1(Tensile Strength) |
- |
1000 |
|
- |
Cl. 14.2(Bend Test (uto and including 50 mm NB)) |
- |
750 |
|
- |
Cl 12(Workmanship) |
- |
250 |
|
- |
7, 6.1.1(NITROGEN) |
- |
500 |
|
- |
7, 6.1.1(SILICON) |
- |
500 |
|
- |
7, 6.1.1(ALUMINIUM) |
- |
500 |
|
- |
6.2 AND AS PER IS 10748(CARBON EQUIVALENT) |
- |
250 |
|
- |
6.2 AND AS PER IS 10748(MICRO ALLOY) |
- |
750 |
|
- |
|
Complete
|
16 Aug, 2022 |
15 Aug, 2025 |
- |
56 |
IS 2062 (2011) |
Hot rolled medium and high tensile structural steel - Specification (Seventh Revision) |
E250, E275, E300, E350, E410, E450, E550, E600, E650 |
-
|
10000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl 18(Weight) |
- |
500 |
|
- |
Cl 15(Length, Width & Thickness) |
- |
500 |
|
- |
Clause - 5, 8.1 & 8.2(E650, CARBON) |
- |
500 |
|
- |
Clause - 5, 8.1 & 8.2(E650 ,MANGANESE) |
- |
500 |
|
- |
Cl. 10.3 (Cl. 10.3 (Tensile Strength)) |
- |
1000 |
|
- |
Cl 12(Sudden Load Applied) |
- |
1200 |
|
- |
Cl 11.3(Press) |
- |
500 |
|
- |
Cl 10.3(UTM) |
- |
1000 |
|
- |
Cl 7(Workmanship) |
- |
500 |
|
- |
Cl. 5, 8.1 ,8.2. Table 1 (Grade:- E250, E275,E300 ,E350 ,E410, E450, E550,E600, E650)(Vanadium- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
Cl. 5, 8.1 ,8.2. Table 1 (Grade:- E250, E275,E300 ,E350 ,E410, E450, E550,E600, E650)(Molybdenum- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
Cl. 5, 8.1 ,8.2. Table 1 (Grade:- E250, E275,E300 ,E350 ,E410, E450, E550,E600, E650)(Chromium- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
Cl. 5, 8.1 ,8.2. Table 1 (Grade:- E250, E275,E300 ,E350 ,E410, E450, E550,E600, E650)(Nickel- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
Cl. 5, 8.1 ,8.2. Table 1 (Grade:- E250, E275,E300 ,E350 ,E410, E450, E550,E600, E650)(Copper- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
Cl. 5, 8.1 ,8.2. Table 1 (Grade:- E250, E275,E300 ,E350 ,E410, E450, E550,E600, E650)(Carbon Equivalent- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
250 |
|
- |
Cl. 5, 8.1 ,8.2. Table 1 (Grade:- E250, E275,E300 ,E350 ,E410, E450, E550,E600, E650)(Nitrogen- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
Cl. 5, 8.1 ,8.2. Table 1 (Grade:- E250, E275,E300 ,E350 ,E410, E450, E550,E600, E650)(Silicon- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
Cl. 5, 8.1 ,8.2. Table 1 (Grade:- E250, E275,E300 ,E350 ,E410, E450, E550,E600, E650)(Phosphorus- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
Cl. 5, 8.1 ,8.2. Table 1 (Grade:- E250, E275,E300 ,E350 ,E410, E450, E550,E600, E650)(Sulphur- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
Cl. 5, 8.1 ,8.2. Table 1 (Grade:- E250, E275,E300 ,E350 ,E410, E450, E550,E600, E650)(Manganese- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
Cl. 5, 8.1 ,8.2. Table 1 (Grade:- E250, E275,E300 ,E350 ,E410, E450, E550,E600, E650)(Carbon- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
20(Marking) |
- |
500 |
|
- |
|
Complete
|
16 Aug, 2022 |
15 Aug, 2025 |
Except- Y Groove Crackability test (Cl.13) & Other tests (Cl.14) |
57 |
IS 1786 (2008) |
High strength deformed steel bars and wires for concretere inforcement - Specification (Fourth Revision) |
Group 1-6 |
-
|
11500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl 9.4(Load In Other Direction From Bend) |
- |
500 |
|
- |
Cl 9.3(Load In One Direction) |
- |
500 |
|
- |
Cl 7.2(Weight) |
- |
500 |
|
- |
Cl 6.1(Length, Width & Thickness) |
- |
500 |
|
- |
Cl 5(Deformations and Surface Characteristics) |
- |
500 |
|
- |
Cl 8.1(UTM) |
- |
1500 |
|
- |
4.1(Sulphur and phosphorous) |
- |
500 |
|
- |
4.1(CE) |
- |
250 |
|
- |
4.1( Nitrogen%) |
- |
500 |
|
- |
4.1(Ni) |
- |
500 |
|
- |
4.1(Mo) |
- |
500 |
|
- |
4.1(Cr) |
- |
500 |
|
- |
4.1( Ti) |
- |
500 |
|
- |
4.1(V) |
- |
500 |
|
- |
4.1( Nb) |
- |
500 |
|
- |
4.1( Aluminium %) |
- |
500 |
|
- |
4.1( Copper %) |
- |
500 |
|
- |
4.1(Silicon %) |
- |
500 |
|
- |
4.1(Sulphur %) |
- |
500 |
|
- |
4.1(Phosphorus %) |
- |
500 |
|
- |
4.1(Manganese %) |
- |
500 |
|
- |
4.1(Carbon %) |
- |
500 |
|
- |
Cl.9.4 & Cl. 9.4.1(Rebend test) |
- |
1000 |
|
- |
Cl. 9.3, Table 4(Bend Test ) |
- |
1000 |
|
- |
Cl. 8.1 Table 3(Elongation, percentage) |
- |
500 |
|
- |
Cl. 8.1 Table 3(TS/YS ratio) |
- |
250 |
|
- |
Cl. 8.1 Table 3(Tensile Strength (TS)) |
- |
1000 |
|
- |
Cl. 8.1 Table 3(Yield Stress (YS)) |
- |
1000 |
|
- |
Cl. 7.2 Table -2 (Nominal Mass) |
- |
500 |
|
- |
Cl. 6.1(Nominal Size) |
- |
250 |
|
- |
Cl. 5 (Cl. 5 - Mean projected area of transverse ribs (1/3 of Ar)) |
- |
250 |
|
- |
Cl. 5 (Cl.5 Mean area of ribs/unit length (Ar), ) |
- |
250 |
|
- |
8.18.1 Table 3(Total elongation at maximum force) |
- |
250 |
|
- |
Cl. 6.2, 6.3 Table 1(Gross Cross Sectional Area, A) |
- |
250 |
|
- |
Cl. 4.3(Visual Inspection.) |
- |
250 |
|
- |
|
Complete
|
16 Aug, 2022 |
15 Aug, 2025 |
Except- Pull out test |
58 |
IS 9537 : Part 3 (1983) |
Specification for conduits for electrical installations: Part 3 rigid plain conduits of insulating meterials |
Light ,Medium, heavy Mechanical Stresses, 20mm -63 mm |
-
|
9500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
6.1(Marking) |
- |
250 |
|
- |
6.2(Durability of Marking as per 6.4 of IS: 9537 (Part 1)-1980) |
- |
250 |
|
- |
7.1.1(Maximum and minimum outside diameter of socket) |
- |
250 |
|
- |
7.1.1 Table-2(Length of Socket end) |
- |
250 |
|
- |
7.2(Minimum inside diameter of conduit) |
- |
250 |
|
- |
7.3(Length of conduit) |
- |
250 |
|
- |
7.4(Unifomity of The wall Thickness) |
- |
250 |
|
- |
9.2(Bending Test i) At Room Temp ii) At Low Temp (-5 ±2°C)) |
- |
1500 |
|
- |
9.3(Compression Test as per caluse 9.3 of IS: 9537 (Part 1)-1980) |
- |
1200 |
|
- |
9.4(Impact Test as per clause 9.4 of IS: 9537 (Part 1)-1980) |
- |
2000 |
|
- |
9.5(Collapse Test as per clause 9.5 of IS: 9537 (Part 1)-1980) |
- |
1000 |
|
- |
10(Resistance to Heat -Ball presure test) |
- |
1000 |
|
- |
11(Resistance to burning as per clause 11 of IS: 9537 (Part 1)-1980) |
- |
1000 |
|
- |
12(Electrical Characteristics-Test for electric strength as per clause 12.1.1 of IS: 9537 (Part 1)-1980) |
- |
2000 |
|
- |
12(Electrical Characteristics-Insulation resistance test as per clause 12.1.2 of IS: 9537 (Part 1)-1980) |
- |
1500 |
|
- |
7.1.2(Maximum and minimum outside diameter of conduit) |
- |
500 |
|
- |
13(Tests for external influence as per clause 13 of IS: 9537 (Part 1)-1980) |
- |
500 |
|
- |
8.1(Construction as per clause 8 of IS: 9537 (Part 1)-1980) |
- |
250 |
|
- |
|
Complete
|
16 Aug, 2022 |
15 Aug, 2025 |
Upto 50mm size |
59 |
IS 14255 (1995) |
Aertal bunched cables - For working voltages up to and including 1100 Volts - Specification |
- |
-
|
11000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
6.4(size of street lighting conductor) |
- |
150 |
|
- |
6.5(Size of messenger conductor ) |
- |
150 |
|
- |
6.6(Joints in messenger conductor ) |
- |
150 |
|
- |
6.6(Direction of outer layer) |
- |
150 |
|
- |
7.1(Insulation) |
- |
150 |
|
- |
7.2( Thickness of insulation) |
- |
250 |
|
- |
7.3(Tolerance on thickness of insulation ) |
- |
250 |
|
- |
7.4(Aplication of the insulation ) |
- |
250 |
|
- |
7.5(Colour of the insulation ) |
- |
250 |
|
- |
8.1(Core identification) |
- |
250 |
|
- |
8.2(Core identification) |
- |
250 |
|
- |
8.3(Identification by other means) |
- |
250 |
|
- |
9.1(Assembly (Laying up)) |
- |
250 |
|
- |
9.2(Assembly (Laying up)) |
- |
250 |
|
- |
9.3(Direction of lay) |
- |
250 |
|
- |
10.1 a) i)(Tests on phase/street light conductor: tensile test - Test method IS10810:Part 2) |
- |
250 |
|
- |
10.1 a) ii)(Wrapping test - 10810: Part 3) |
- |
250 |
|
- |
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) |
- |
1500 |
|
- |
10.1 c) i)(Physical tests for XLPE Insulation:
Tensile strength - IS 10810: Part 7) |
- |
1500 |
|
- |
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) |
- |
2500 |
|
- |
10.1 c) ii)(Ageing in air oven : Elongation variation- IS 10810: Part 11) |
- |
2500 |
|
- |
10.1 c) iii)(Hot set test: Elongation under load - IS 10810: Part 30) |
- |
1500 |
|
- |
10.1 c) iii)(Hot set test: Permanent elongation (set) after cooling - IS 10810: Part 30) |
- |
1500 |
|
- |
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 ) |
- |
1500 |
|
- |
10.1 d) i)(Physical test for PE insulation:
Tensile strength - IS 10810: Part 7 ) |
- |
1500 |
|
- |
10.1 d) i)(Physical test for PE insulation: elongation at break - IS 10810: Part 7) |
- |
1500 |
|
- |
10.1 d) ii)(Melt flow index- IS 10810: Part 23) |
- |
1200 |
|
- |
10.1 d) iv)(Vicat softening point -IS 10810: Part 22) |
- |
1000 |
|
- |
10.1 d) v)(Environmental stress cracking -IS 10810:Part29) |
- |
1500 |
|
- |
10.1 f)(Insulation resistance (Volume resistivity) test a) volume resistivity at 27°C - IS 10810: Part 43) |
- |
1200 |
|
- |
10.1 f)(Insulation resistance (Volume resistivity) test b) volume resistivity at 70°C - IS 10810: Part 43) |
- |
1200 |
|
- |
10.1 g)(High voltage test - IS10810:Part 45) |
- |
1200 |
|
- |
11.4(Bending Test on the Completed Cable ( Optional) ) |
- |
1000 |
|
- |
|
Complete
|
16 Aug, 2022 |
15 Aug, 2025 |
- |
60 |
IS 7098 : Part 1 (1988) |
Specification for crosslinked polyethylene insulated pvc sheathed cables: Part 1 for working voltages up to and including 1100 volts (First Revision) |
- |
-
|
15000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
3(CONDUCTOR: MATERIALS) |
- |
100 |
|
- |
4(INSULATION : MATERIALS) |
- |
100 |
|
- |
5.1(FILLER AND INNER SHEATH) |
- |
100 |
|
- |
5.2(FILLER AND INNER SHEATH) |
- |
100 |
|
- |
6(ARMOURING) |
- |
100 |
|
- |
7(OUTER SHEATH) |
- |
100 |
|
- |
8.1(CONDUCTOR: CONSTRUCTION) |
- |
100 |
|
- |
8.2(PROTECTIVE BARRIER) |
- |
100 |
|
- |
8.3(SIZE OF NEUTRAL CONDUCTOR) |
- |
100 |
|
- |
9.2(Thickness of Insulation - Average) |
- |
500 |
|
- |
9.3(Thickness of Insulation - Minimum) |
- |
500 |
|
- |
9.4(Application of Insulation) |
- |
100 |
|
- |
10.1(Core Identification) |
- |
100 |
|
- |
10.2(Core Identification- Neutral) |
- |
100 |
|
- |
10.3(Core Identification by number ) |
- |
100 |
|
- |
10.4(Core Identification by number - Neutral ) |
- |
100 |
|
- |
11(LAVING UP OF CORES) |
- |
100 |
|
- |
12.1 & 12.2(Inner sheath : Application) |
- |
100 |
|
- |
13.1(Armouring: Application) |
- |
100 |
|
- |
13.1.2(Armouring: Coverage ) |
- |
100 |
|
- |
13.1.3(Armouring: Direction of Lay ) |
- |
100 |
|
- |
13.2(Type of armour ) |
- |
100 |
|
- |
13.3(Armouring : Dimensions -Wire Diameter) |
- |
500 |
|
- |
13.3(Armouring : Dimensions -Formed wire ) |
- |
500 |
|
- |
13.4(Armour: Joint) |
- |
250 |
|
- |
13.5(Armouring : Resistance Test) |
- |
1500 |
|
- |
13.6 a)(ARMOURING: Tensile Strength) |
- |
1500 |
|
- |
13.6 b)(ARMOURING: Elongation ) |
- |
1000 |
|
- |
13.6 c)(ARMOURING: Torsion Test (For round wire ) ) |
- |
1000 |
|
- |
13.6 d)(ARMOURING: Winding Test(For formed wire)) |
- |
500 |
|
- |
13.6 e)(ARMOURING: Uniformity of zinc coating) |
- |
1000 |
|
- |
13.6 f)(ARMOURING: Mass of zinc coating ) |
- |
750 |
|
- |
13.6 g)(ARMOURING: Resistivity) |
- |
1000 |
|
- |
14.1(Outer Sheath : Application) |
- |
100 |
|
- |
14.2(Colour of outer sheath) |
- |
250 |
|
- |
14.3(Thickness of outer sheath - AVERAGE) |
- |
500 |
|
- |
14.3(Thickness of outer sheath - minimum) |
- |
500 |
|
- |
15.1 a) i)(Annealing Test ( For copper wire ) ) |
- |
750 |
|
- |
15.1 a) ii)(Tensile test (for aluminium) - Before stranding ) |
- |
750 |
|
- |
15.1 a) ii)(Tensile test (for aluminium) - After stranding ) |
- |
750 |
|
- |
15.1 a) iii)(Wrapping test (for aluminium)) |
- |
750 |
|
- |
15.1 a) iv)(Resistance test - Main conductor) |
- |
1000 |
|
- |
15.1 a) iv)(Resistance test - Neutral conductor) |
- |
750 |
|
- |
15.1 d) i) (Phyaical tests for insulation : Tensile Test) |
- |
750 |
|
- |
15.1 d) i) (Phyaical tests for insulation : Elongation) |
- |
750 |
|
- |
15.1 d) ii) (Phyaical tests for insulation - Ageing in air Oven : Tensile Variation ) |
- |
1500 |
|
- |
15.1 d) ii) (Phyaical tests for insulation- Ageing in air oven : Elongation Variation ) |
- |
1500 |
|
- |
15.1 d) iii) (Phyaical tests for insulation : Hot set ) |
- |
1500 |
|
- |
15.1 d) iii) (Phyaical tests for insulation : Permanent set ) |
- |
1200 |
|
- |
15.1 d) iv) (Phyaical tests for insulation : Shrinkage ) |
- |
1000 |
|
- |
15.1 d) iv) (Phyaical tests for insulation : Shrinkage - Crack observed ) |
- |
500 |
|
- |
15.1 d) v) (Insulation: Waterabsorption(gravimetric)) |
- |
1500 |
|
- |
15.1 e) i) (Physical tests for outer sheath : Tensile stregth) |
- |
1000 |
|
- |
15.1 e) ii) (Physical tests for outer sheath -Ageing in air oven : Elongation ) |
- |
1500 |
|
- |
15.1 e) ii) (Physical tests for outer sheath- Ageing in air oven : Tensile stregth Variation ) |
- |
1000 |
|
- |
15.1 e) ii) (Physical tests for outer sheath -Ageing in air oven : Elongation Variation ) |
- |
1500 |
|
- |
15.1 e) iii) (Sheath: Loss of mass in air oven) |
- |
1500 |
|
- |
15.1 e) iv) (Phyaical tests for Sheath : Shrinkage ) |
- |
1000 |
|
- |
15.1 e) iv) (Phyaical tests for Sheath : Shrinkage - Crack observed ) |
- |
1000 |
|
- |
15.1 e) v) (Sheath : Hot deformation) |
- |
1000 |
|
- |
15.1 e) vi) (Sheath : Heat shock test) |
- |
1000 |
|
- |
15.1 e) vii) (Sheath : Thermalstability) |
- |
1000 |
|
- |
15.1 f)(INSULATION RESISTANCE TEST : Volume resistivity ) |
- |
1500 |
|
- |
16.2(HIGH VOLTAGE TEST ) |
- |
1500 |
|
- |
16.3(FLAMMABILITY TEST : Period of Burning ) |
- |
1000 |
|
- |
16.3(FLAMMABILITY TEST : Unaffected length ) |
- |
500 |
|
- |
16.9(Oxygen Index Test) |
- |
2500 |
|
- |
16.1(Flame Retardance Test on Single Cables) |
- |
5000 |
|
- |
16.11(Flame Retardance Test on Bunched Cables) |
- |
5000 |
|
- |
16.13(Test for Halogen Acid Gas Evolution) |
- |
1800 |
|
- |
16.14(Temperature Index) |
- |
2500 |
|
- |
Table 4(Copper purity test) |
- |
1500 |
|
- |
Cl No. 16.15(Smoke density test) |
- |
2500 |
|
- |
|
Complete
|
16 Aug, 2022 |
15 Aug, 2025 |
- |