| 1 |
IS 10124 : Part 13 (2009) |
Fabricated PVC-U Fittings for Potable Water Supplies - Specification Part 13 Specific Requirements for 11¼oBends PART 12 SPECIFIC REQUIREMENTS FOR 22 ½o BENDS |
FABRICATED PVC-U FITTINGS FOR POTABLE WATER SUPPLIES |
10000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 3.1(General) |
- |
2500 |
|
- |
| 3.2.2, Table 2(Dimension of 11 1/4° bends for Elastomeric sealing ring joint) |
- |
2500 |
|
- |
| 3.2.2, Table 1(Dimension of 11 1/4° bends) |
- |
2500 |
|
- |
| 3.2.3(Socket, Measurement) |
- |
2500 |
|
- |
|
18 Mar, 2029 |
- included w.e.f 04.08.2026 |
| 2 |
IS 10124 : Part 12 (2009) |
Fabricated pvc - U fittings for potable water supplies - Specification: Part 12 specific requirements for 22½ degree bends (Second Revision) |
FABRICATED PVC-U FITTINGS FOR POTABLE WATER SUPPLIES |
10000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 3.1(General) |
- |
2500 |
|
- |
| 3.2.2, Table 1(Dimensions of 22 ½ deg Bends) |
- |
2500 |
|
- |
| 3.2.2, Table 2(Dimensions of 22 ½ deg Bend for Elastomeric Sealing Ring Joint) |
- |
2500 |
|
- |
| 3.2.3(Socket, measurements) |
- |
2500 |
|
- |
|
18 Mar, 2029 |
- included w.e.f 04.08.2026 |
| 3 |
IS 10124 : Part 10 (2009) |
Fabricated pvc - U fittings for potable water supplies - Specification: Part 10 specific requirements for 45 degree bends (Second Revision) |
FABRICATED PVC-U FITTINGS FOR POTABLE WATER SUPPLIES |
10000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 3.1(General) |
- |
2000 |
|
- |
| 3.2, 3.2.1, Fig 2(Manufacture) |
- |
2000 |
|
- |
| 3.2.2, Fig 1, table 1(Dimensions) |
- |
2000 |
|
- |
| 3.2.3(the socket measurement
shall comply with IS 10124 (Part 1).) |
- |
2000 |
|
- |
| Table 1 (Clause 3.2.2, and Fig. 1)(Dimensions of 45o Bend) |
- |
2000 |
|
- |
| Table 2 (Clause 3.2.2, and Fig. 2)(Dimensions of 45° Bend for Elastomeric Sealing Ring Joint) |
- |
2000 |
|
- |
|
18 Mar, 2029 |
- included w.e.f 04.08.2026 |
| 4 |
IS 10124 : Part 11 (2009) |
Fabricated pvc - U fittings for potable water supplies - Specification: Part 11 specific requirements for 40 degree bends (Second Revision) |
FABRICATED PVC-U FITTINGS FOR POTABLE WATER SUPPLIES |
10000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 3.1(General) |
- |
3500 |
|
- |
| 3.2.2, Table 1(Dimensions of 30 deg Bends) |
- |
3500 |
|
- |
| 3.2.2, Table 2(Dimensions of 30 deg Bend for Elastomeric Sealing Ring Joint) |
- |
3500 |
|
- |
| 3.1(General) |
- |
0 |
|
- |
| 3.2.2, Table 1(Dimensions of 30 deg Bends) |
- |
200 |
|
- |
| 3.2.2, Table 2(Dimensions of 30 deg Bend for Elastomeric Sealing Ring Joint) |
- |
200 |
|
Opacity-S.No-359-Eqp no-OML/155
Short term hydrostatic- S.No-178-Eqp no-OML/074, OML/075, OML/312, OML/073, OML/275
Effect on water- (S.no-Lead-31,Cadmium-53,Mercury-47-Eqp no-OML/105
These clause is not in this part all in 10124 part 1 mention |
| 3.1(General) |
- |
0 |
|
- |
| 3.2.2, Table 1(Dimensions of 30 deg Bends) |
- |
0 |
|
- |
| 3.2.2, Table 2(Dimensions of 30 deg Bend for Elastomeric Sealing Ring Joint) |
- |
200 |
|
- |
|
18 Mar, 2029 |
- included w.e.f 04.08.2026 |
| 5 |
IS 10124 : Part 7 (2009) |
Fabricated pvc - U fittings for potable water supplies - Specification: Part 7 specific requirements for threaded adaptors (Second Revision) |
FABRICATED PVC-U FITTINGS FOR POTABLE WATER SUPPLIES |
10000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 3.1(General) |
- |
2000 |
|
- |
| 3.2(Materials) |
- |
2000 |
|
- |
| 3.3, 3.3.1, Fig 1(Manufacture) |
- |
2000 |
|
- |
| 3.3.2, table 1, fig 1(Dimensions) |
- |
2000 |
|
- |
| 3.3.3(socket measurement shall
comply with IS 10124 (Part 1).) |
- |
2000 |
|
- |
| Table 1 (Clauses 3.3.1 and 3.3.2)(Dimensions of Threaded Adaptors) |
- |
2000 |
|
- |
| 3.1(General) |
- |
0 |
|
- |
| 3.2(Materials) |
- |
0 |
|
- |
| 3.3, 3.3.1, Fig 1(Manufacture) |
- |
0 |
|
- |
| 3.3.2, table 1, fig 1(Dimensions) |
- |
200 |
|
- |
| 3.3.3(socket measurement shall
comply with IS 10124 (Part 1).) |
- |
200 |
|
- |
| Table 1 (Clauses 3.3.1 and 3.3.2)(Dimensions of Threaded Adaptors) |
- |
200 |
|
Opacity-S.No-359-Eqp no-OML/155
Short term hydrostatic- S.No-178-Eqp no-OML/074, OML/075, OML/312, OML/073, OML/275
Effect on water- (S.no-Lead-31,Cadmium-53,Mercury-47-Eqp no-OML/105
These clause is not in this part all in 10124 part 1 mention |
| 3.1(General) |
- |
0 |
|
- |
| 3.2(Materials) |
- |
0 |
|
- |
| 3.3, 3.3.1, Fig 1(Manufacture) |
- |
0 |
|
- |
| 3.3.2, table 1, fig 1(Dimensions) |
- |
0 |
|
- |
| 3.3.3(socket measurement shall
comply with IS 10124 (Part 1).) |
- |
0 |
|
- |
| Table 1 (Clauses 3.3.1 and 3.3.2)(Dimensions of Threaded Adaptors) |
- |
0 |
|
- |
|
18 Mar, 2029 |
- included w.e.f 04.08.2026 |
| 6 |
IS 10124 : Part 8 (2009) |
Fabricated pvc - U fittings for potable water supplies - Specification: Part 8 specific requirements for 90 degree bends (Second Revision) |
FABRICATED PVC-U FITTINGS FOR POTABLE WATER SUPPLIES |
10000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 3.1(General) |
- |
2000 |
|
- |
| 3.2, 3.2.1, Fig 2(Manufacture) |
- |
2000 |
|
- |
| 3.2.2, Fig 2, table 2(Dimensions) |
- |
2000 |
|
- |
| 3.2.3(the socket measurement shall
comply with IS 10124 (Part 1).) |
- |
2000 |
|
- |
| Table 1 (Clause 3.2.2, and Fig. 1)(Dimensions of 90o Bends) |
- |
2000 |
|
- |
| Table 2 (Clause 3.2.2, and Fig. 2)(Dimensions of 90o Bend for Elastomeric Sealing Ring Joint) |
- |
2000 |
|
- |
|
18 Mar, 2029 |
- Included w.e.f. 22.06.2026 |
| 7 |
IS 10124 : Part 9 (2009) |
Fabricated pvc - U fittings for potable water supplies - Specification: Part 9 specific requirements for 60 degree bends (Second Revision) |
FABRICATED PVC-U FITTINGS FOR POTABLE WATER SUPPLIES |
10000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 3.1(General) |
- |
2000 |
|
- |
| 3.2, 3.2.1, Fig 2(Manufacture) |
- |
2000 |
|
- |
| 3.2.2, Fig 1, table 1(Dimensions) |
- |
2000 |
|
- |
| 3.2.3(the socket measurement
shall comply with IS 10124 (Part 1).) |
- |
2000 |
|
- |
| Table 1 (Clauses 3.2.2, 3.2.3, and Fig. 1)(Dimensions of 60o Bends) |
- |
2000 |
|
- |
| Table 2 (Clause 3.2.2, and Fig. 2)(Dimensions of 60o Bend for Elastomeric Sealing Ring Joint) |
- |
2000 |
|
- |
|
18 Mar, 2029 |
- Included w.e.f. 22.06.2026 |
| 8 |
IS 10124 : Part 6 (2009) |
Fabricated pvc - U fittings for potable water supplies - Specification: Part 6 specific requirements for flanged tail pieces with metallic flanges (Second Revision) |
FABRICATED PVC-U FITTINGS FOR POTABLE WATER SUPPLIES |
10000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 3.1(General) |
- |
2000 |
|
- |
| 3.2, 3.2.1, Fig 1(Manufacture) |
- |
2000 |
|
- |
| 3.2.2, Fig 2, table 2(Dimensions) |
- |
2000 |
|
- |
| Table 1 (Clause 3.2.2, and Fig. 1)(Dimensions of PVC Flanged Tail Piece with Metallic Flanges) |
- |
2000 |
|
- |
| Table 2 (Cl.3.2.2, and Fig.1)(Dimensions of Flanged Tail Piece with Metallic Flange for Elastomeric Sealing Ring Joint) |
- |
2000 |
|
- |
| 3.1(General) |
- |
0.02 |
|
- |
| 3.2, 3.2.1, Fig 1(Manufacture) |
- |
0.01 |
|
- |
| 3.2.2, Fig 2, table 2(Dimensions) |
- |
200.01 |
|
- |
| Table 1 (Clause 3.2.2, and Fig. 1)(Dimensions of PVC Flanged Tail Piece with Metallic Flanges) |
- |
200.01 |
|
- |
| Table 2 (Cl.3.2.2, and Fig.1)(Dimensions of Flanged Tail Piece with Metallic Flange for Elastomeric Sealing Ring Joint) |
- |
200.01 |
|
Opacity-S.No-359-Eqp no-OML/155
Short term hydrostatic- S.No-178-Eqp no-OML/074, OML/075, OML/312, OML/073, OML/275
Effect on water- (S.no-Lead-31,Cadmium-53,Mercury-47-Eqp no-OML/105
These clause is not in this part all in 10124 part 1 mention |
| 3.1(General) |
- |
0 |
|
- |
| 3.2, 3.2.1, Fig 1(Manufacture) |
- |
0 |
|
- |
| 3.2.2, Fig 2, table 2(Dimensions) |
- |
0 |
|
- |
| Table 1 (Clause 3.2.2, and Fig. 1)(Dimensions of PVC Flanged Tail Piece with Metallic Flanges) |
- |
0 |
|
- |
| Table 2 (Cl.3.2.2, and Fig.1)(Dimensions of Flanged Tail Piece with Metallic Flange for Elastomeric Sealing Ring Joint) |
- |
0 |
|
- |
|
18 Mar, 2029 |
- included w.e.f 04.08.2026 |
| 9 |
IS 10124 : Part 5 (2009) |
Fabricated pvc - U fittings for potable water supplies - Specification: Part 5 specific requirements for equal tees (Second Revision) |
FABRICATED PVC-U FITTINGS FOR POTABLE WATER SUPPLIES |
10000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 3.1(General) |
- |
2500 |
|
- |
| 3.2, 3.2.1, Fig 1(Manufacture) |
- |
2500 |
|
- |
| 3.2.2, Fig 1(Dimensions) |
- |
2500 |
|
- |
| Table 1(Cl.3.2.2, and Fig.1)(Dimensions of Equal Tees) |
- |
2500 |
|
- |
| 3.1(General) |
- |
0.01 |
|
- |
| 3.2, 3.2.1, Fig 1(Manufacture) |
- |
0 |
|
- |
| 3.2.2, Fig 1(Dimensions) |
- |
200 |
|
- |
| Table 1(Cl.3.2.2, and Fig.1)(Dimensions of Equal Tees) |
- |
200 |
|
Opacity-S.No-359-Eqp no-OML/155
Short term hydrostatic- S.No-178-Eqp no-OML/074, OML/075, OML/312, OML/073, OML/275
Effect on water- (S.no-Lead-31,Cadmium-53,Mercury-47-Eqp no-OML/105 |
| 3.1(General) |
- |
0 |
|
- |
| 3.2, 3.2.1, Fig 1(Manufacture) |
- |
0 |
|
- |
| 3.2.2, Fig 1(Dimensions) |
- |
200 |
|
- |
| Table 1(Cl.3.2.2, and Fig.1)(Dimensions of Equal Tees) |
- |
200 |
|
- |
|
18 Mar, 2029 |
- included w.e.f 04.08.2026 |
| 10 |
IS 10124 : Part 4 (2009) |
Fabricated pvc - U fittings for potable water supplies - Specification: Part 4 specific requirements for caps (Second Revision) |
FABRICATED PVC-U FITTINGS FOR POTABLE WATER SUPPLIES |
10000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 3.1(General) |
- |
2000 |
|
- |
| 3.1(General) |
- |
2000 |
|
- |
| 3.2, 3.2.1, Fig 1(Manufacture) |
- |
2000 |
|
- |
| 3.2.2, Fig 1(Dimensions) |
- |
2000 |
|
- |
| Table 1(Cl.3.2.2, and Fig.1)(Dimensions of Caps) |
- |
2000 |
|
- |
| 3.1(General) |
- |
200.01 |
|
- |
| 3.1(General) |
- |
200.01 |
|
- |
| 3.2, 3.2.1, Fig 1(Manufacture) |
- |
0 |
|
- |
| 3.2.2, Fig 1(Dimensions) |
- |
200 |
|
- |
| Table 1(Cl.3.2.2, and Fig.1)(Dimensions of Caps) |
- |
200 |
|
Opacity-(S.no-359)-OML/155
Short term hydrostatic-(S.no-178)-OML/074,OML/075,OML/312,OML/275,OML/073
Effect on water-S.no-31,53,47 - Eqp no-OML/105 |
| 3.1(General) |
- |
0 |
|
- |
| 3.1(General) |
- |
0 |
|
- |
| 3.2, 3.2.1, Fig 1(Manufacture) |
- |
1000 |
|
- |
| 3.2.2, Fig 1(Dimensions) |
- |
200 |
|
- |
| Table 1(Cl.3.2.2, and Fig.1)(Dimensions of Caps) |
- |
200 |
|
- |
|
18 Mar, 2029 |
- included w.e.f 04.08.2026 |
| 11 |
IS 13487 (2024) |
Irrigation Equipment — Emitters — Specification |
Irrigation Equipment — Emitters |
6000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl-5.1(Connections) |
- |
500 |
|
- |
| Cl-5.2(Emitter Ends) |
- |
500 |
|
- |
| Cl-5.3(Materials) |
- |
500 |
|
- |
| Cl-6.1(Test Specimens) |
- |
500 |
|
- |
| Cl-6.2.1(polyethylene pipe) |
- |
500 |
|
- |
| Cl-6.2.2("grease or chemicals
") |
- |
500 |
|
- |
| Cl-6.2.3(water temperature) |
- |
500 |
|
- |
| Cl-6.3(Accuracy or Measuring Devices) |
- |
500 |
|
- |
| Cl-7.1(Construction and Workmanship) |
- |
500 |
|
- |
| Cl-7.2(Flow Paths in Emitter) |
- |
500 |
|
- |
| Cl-7.3(Resistance to Hydrostatic Pressure) |
- |
500 |
|
- |
| Cl-7.4(Emitter Pull-Out) |
- |
500 |
|
- |
| Cl-7.4.1(In-Line Emitters) |
- |
500 |
|
- |
| Cl-7.4.2(On-Line Emitters) |
- |
500 |
|
- |
| Cl-8.1.1(Uniformity of Emission Rate) |
- |
500 |
|
- |
| Cl-8.1.2(Emission Rate as Function of Inlet Pressure) |
- |
500 |
|
- |
| Cl-8.1.3(Determination of Emitter Exponent) |
- |
500 |
|
- |
| Cl-9(Marking) |
- |
500 |
|
- |
|
18 Mar, 2029 |
- Included w.e.f. 22.06.2026 |
| 12 |
IS 10124 : Part 3 (2009) |
Fabricated PVC-U Fittings for Potable Water Supplies - Specification Part 3 Specific Requirements for Straight Reducers |
FABRICATED PVC-U FITTINGS FOR POTABLE WATER SUPPLIES |
6000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 3.1(General) |
- |
1000 |
|
- |
| 3.2, 3.2.1, Fig 1(Manufacture) |
- |
1000 |
|
- |
| 3.2.2, Fig 1(Dimensions) |
- |
2000 |
|
- |
| Table-1 (cl.3.2.2, Fig 1)(Dimensions of Straight Reducers) |
- |
2000 |
|
- |
| 3.1(General) |
- |
1000 |
|
- |
| 3.2, 3.2.1, Fig 1(Manufacture) |
- |
999.99 |
|
- |
| 3.2.2, Fig 1(Dimensions) |
- |
999.99 |
|
- |
| Table-1 (cl.3.2.2, Fig 1)(Dimensions of Straight Reducers) |
- |
1000 |
|
- |
|
18 Mar, 2029 |
- Included w.e.f. 22.06.2026 |
| 13 |
IS 10124 : Part 2 (2009) |
Fabricated pvc - U fittings for potable water supplies - Specification: Part 2 specific requirements for sockets (Second Revision) |
FABRICATED PVC-U FITTINGS FOR POTABLE WATER SUPPLIES |
8000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 10.3 of IS 4985 & Cl. 3.1 of IS 12235(P-4)(Effect on water: Lead (First Extraction)) |
- |
4000 |
|
- |
| 10.3 of IS 4985 & Cl. 3.1 of IS 12235(P-4)(Effect on water: Lead (Third Extraction)) |
- |
4000 |
|
- |
| 10.3 of IS 4985 & Cl. 3.1 of IS 12235(P-10)(Effect on water:Dialkyl tin C4 and
higher homologues
measured as tin (third
extraction)) |
- |
4000 |
|
- |
| 10.3 of IS 4985 & Cl. 3.2 of IS 12235(P-4)(Effect on water: Cadmium (all three extracts)) |
- |
4000 |
|
- |
| 10.3 of IS 4985 & Cl. 3.2 of IS 12235(P-4)(Effect on water: Mercury (all three extracts)) |
- |
4000 |
|
- |
| 10.3 of IS 4985 & Cl. 3.2 of IS 12235(P-10)(Other toxic substances such as 'di-n-octyl-tin- s-s bis iso-octyl mercapto acetate' and 'butyl stearate' (third extraction)) |
- |
4000 |
|
- |
| 10.7 of IS 4985(Sulphated Ash content, Annex-B of IS 4985) |
- |
1000 |
|
- |
| 3.2.1, Table-1, Fig-1(Nominal size) |
- |
500 |
|
- |
| 3.2.1, Table-1, Fig-1(B) |
- |
500 |
|
- |
| 3.2.1, Table-1, Fig-1(Minimum wall thickness for working pressure) |
- |
500 |
|
- |
| 3.2.1, Table-1, Fig-1(Plumbing) |
- |
500 |
|
- |
| Clause 3.2.2, and Fig. 2(Nominal size) |
- |
500 |
|
- |
| Clause 3.2.2, and Fig. 2.(B) |
- |
500 |
|
- |
| Clause 3.2.2, and Fig. 2.(Minimum wall thickness for working pressure) |
- |
500 |
|
- |
| 3.2.2, and Fig. 2(Dimensions of Socket for Elastomeric Sealing Ring Joint) |
- |
500 |
|
- |
| 3.1(General) |
- |
500 |
|
- |
| 10.3 of IS 4985 & Cl. 3.1 of IS 12235(P-4)(Effect on water: Lead (First Extraction)) |
- |
2999.99 |
|
- |
| 10.3 of IS 4985 & Cl. 3.1 of IS 12235(P-4)(Effect on water: Lead (Third Extraction)) |
- |
999.99 |
|
- |
| 10.3 of IS 4985 & Cl. 3.1 of IS 12235(P-10)(Effect on water:Dialkyl tin C4 and
higher homologues
measured as tin (third
extraction)) |
- |
999.99 |
|
- |
| 10.3 of IS 4985 & Cl. 3.2 of IS 12235(P-4)(Effect on water: Cadmium (all three extracts)) |
- |
999.99 |
|
- |
| 10.3 of IS 4985 & Cl. 3.2 of IS 12235(P-4)(Effect on water: Mercury (all three extracts)) |
- |
999.99 |
|
- |
| 10.3 of IS 4985 & Cl. 3.2 of IS 12235(P-10)(Other toxic substances such as 'di-n-octyl-tin- s-s bis iso-octyl mercapto acetate' and 'butyl stearate' (third extraction)) |
- |
999.99 |
|
- |
| 10.7 of IS 4985(Sulphated Ash content, Annex-B of IS 4985) |
- |
999.99 |
|
- |
| 3.2.1, Table-1, Fig-1(Nominal size) |
- |
199.99 |
|
- |
| 3.2.1, Table-1, Fig-1(B) |
- |
0 |
|
- |
| 3.2.1, Table-1, Fig-1(Minimum wall thickness for working pressure) |
- |
0 |
|
- |
| 3.2.1, Table-1, Fig-1(Plumbing) |
- |
0 |
|
- |
| Clause 3.2.2, and Fig. 2(Nominal size) |
- |
0 |
|
- |
| Clause 3.2.2, and Fig. 2.(B) |
- |
0 |
|
- |
| Clause 3.2.2, and Fig. 2.(Minimum wall thickness for working pressure) |
- |
0 |
|
- |
| 3.2.2, and Fig. 2(Dimensions of Socket for Elastomeric Sealing Ring Joint) |
- |
0 |
|
- |
| 3.1(General) |
- |
0 |
|
- |
|
18 Mar, 2029 |
- Included w.e.f. 22.06.2026 |
| 14 |
IS 7834 : Part 8 (1987) |
injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 8 Specific requirements for caps |
INJECTION MOULDED PVC SOCKET FITTINGS WITH SOLVENT CEMENT JOINTS FOR WATER SUPPLIES |
7000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 2.1(General) |
- |
1000 |
|
- |
| 2.2(Manufacture) |
- |
1000 |
|
- |
| 2.2.2(diameter of the socket of cap) |
- |
1000 |
|
- |
| 2.1(General) |
- |
1000 |
|
- |
| 2.2(Manufacture) |
- |
1000 |
|
- |
| 2.2.2(diameter of the socket of cap) |
- |
1000 |
|
- |
| 6.1.1(VCM Content Test) |
- |
1000 |
|
- |
| 2.2.2 table 1(Laying length) |
- |
1000 |
|
- |
| 6.1.1(VCM Content Test) |
- |
2999.99 |
|
- |
| 2.2.2 table 1(Laying length) |
- |
300 |
|
- |
|
18 Mar, 2029 |
- Included w.e.f. 22.06.2026 |
| 15 |
IS 7834 : Part 7 (1987) |
injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 7 Specific requirements for unions |
INJECTION ,MOULDED PVC SOCKET FITTINGS WITH SOLVENT CEMENT JOINTS FOR ‘WATER SUPPLIES |
7000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 2.2.2 table 1(Laying length) |
- |
1000 |
|
- |
| 6.1.1(VCM Content Test) |
- |
1000 |
|
- |
| 2.2.3(Socket length) |
- |
500 |
|
- |
| 2.2.3( inside diameter of the socket) |
- |
500 |
|
- |
| 2.2.2, Table 1(Union Laying
Length) |
- |
500 |
|
- |
| 2.2.2, Table 1(Size) |
- |
500 |
|
- |
| 2.2(Manufacture) |
- |
500 |
|
- |
| 2.1(General) |
- |
500 |
|
- |
| 2.2.3(Socket length) |
- |
500 |
|
- |
| 2.2.3( inside diameter of the socket) |
- |
500 |
|
- |
| 2.2.2, Table 1(Union Laying
Length) |
- |
500 |
|
- |
| 2.2.2, Table 1(Size) |
- |
500 |
|
- |
| 2.2(Manufacture) |
- |
500 |
|
- |
| 2.1(General) |
- |
500 |
|
- |
| table 1 sl.no: 07(63
) |
- |
500 |
|
- |
| table 1 sl.no: 06(50
) |
- |
500 |
|
- |
| table 1 sl.no: 05(40
) |
- |
500 |
|
- |
| table 1 sl.no: 04(32
) |
- |
500 |
|
- |
| table 1 sl.no: 03(25
) |
- |
500 |
|
- |
| table 1 sl.no: 02(20
) |
- |
500 |
|
- |
| table 1 sl.no: 01(16
) |
- |
500 |
|
- |
|
18 Mar, 2029 |
- Included w.e.f. 22.06.2026 |
| 16 |
IS 7834 : Part 6 (1987) |
injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 6 Specific requirements for sockets |
INJECTION MOULDED PVC SOCKET FITTINGS WITH SOLVENT CEMENT JOINTS FOR WATER SUPPLIES |
7000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 2.2.2 table 1(Laying length) |
- |
1000 |
|
- |
| 6.1.1(VCM Content Test) |
- |
1000 |
|
- |
| 2.2.3(Socket length) |
- |
500 |
|
- |
| 2.2.3( inside diameter of the socket) |
- |
500 |
|
- |
| table 1 sl.no: 01(16
) |
- |
500 |
|
- |
| table 1 sl.no: 02(20
) |
- |
500 |
|
- |
| table 1 sl.no: 03(25
) |
- |
500 |
|
- |
| table 1 sl.no: 04(32
) |
- |
500 |
|
- |
| table 1 sl.no: 05(40
) |
- |
500 |
|
- |
| table 1 sl.no: 06(50
) |
- |
500 |
|
- |
| table 1 sl.no: 07(63
) |
- |
500 |
|
- |
| table 1 sl.no: 08(75
) |
- |
500 |
|
- |
| table 1 sl.no: 09(90
) |
- |
500 |
|
- |
| table 1 sl.no: 10(110
) |
- |
500 |
|
- |
| table 1 sl.no: 11(125
) |
- |
500 |
|
- |
| table 1 sl.no: 12(140
) |
- |
500 |
|
- |
| table 1 sl.no: 13(160
) |
- |
500 |
|
- |
| table 1 sl.no: 14(
180
) |
- |
500 |
|
- |
| table 1 sl.no: 15(200
) |
- |
500 |
|
- |
| table 1 sl.no: 16(225
) |
- |
500 |
|
- |
| table 1 sl.no: 17(250.0) |
- |
500 |
|
- |
| table 1 sl.no: 18(280.0) |
- |
500 |
|
- |
| table 1 sl.no: 19(315.0) |
- |
500 |
|
- |
| 2.2.2, Table 1(Socket Laying
Length) |
- |
500 |
|
- |
| 2.2.2, Table 1(Size) |
- |
500 |
|
- |
| 2.2(Manufacture) |
- |
500 |
|
- |
| 2.1(General) |
- |
500 |
|
- |
| 2.1(General) |
- |
500 |
|
- |
| 2.2(Manufacture) |
- |
500 |
|
- |
| 2.2.2, Table 1(Size) |
- |
500 |
|
- |
| 2.2.2, Table 1(Socket Laying
Length) |
- |
500 |
|
- |
| 2.2.3( inside diameter of the socket) |
- |
500 |
|
- |
| 2.2.3(Socket length) |
- |
500 |
|
- |
|
18 Mar, 2029 |
- Included w.e.f. 22.06.2026 |
| 17 |
IS 7834 : Part 5 (1987) |
Injection Moulded PVC Socket Fittings With Solvent Cement Joints for Water Supplies - Part 5 : Specific Requirements for 45 degree Tees |
INJECTION MOULDED PVC SOCKET FITTINGS WITH SOLVENT CEMENT JOINTS FOR WATER SUPPLIES |
7000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 2.2.2 table 1(Laying length) |
- |
1000 |
|
- |
| 6.1.1(VCM Content Test) |
- |
1000 |
|
- |
| 2.2.3(Socket length) |
- |
500 |
|
- |
| 2.2.3( inside diameter of the socket) |
- |
500 |
|
- |
| 2.2.2, Table 1(45 ̊ Tees Laying
Length, Z1) |
- |
500 |
|
- |
| 2.2.2, Table 1(45 ̊ Tees Laying
Length, Z) |
- |
500 |
|
- |
| 2.2.2, Table 1(Size) |
- |
500 |
|
- |
| 2.2(Manufacture) |
- |
500 |
|
- |
| 2.1(General) |
- |
500 |
|
- |
| 2.2.3(Socket length) |
- |
500 |
|
- |
| 2.2.3( inside diameter of the socket) |
- |
500 |
|
- |
| 2.2.2, Table 1(45 ̊ Tees Laying
Length, Z1) |
- |
500 |
|
- |
| 2.2.2, Table 1(45 ̊ Tees Laying
Length, Z) |
- |
500 |
|
- |
| 2.2.2, Table 1(Size) |
- |
500 |
|
- |
| 2.2(Manufacture) |
- |
500 |
|
- |
| 2.1(General) |
- |
500 |
|
- |
| table 1 sl.no: 01(16 (Z)
) |
- |
500 |
|
- |
| table 1 sl.no: 02(20 (Z)
) |
- |
500 |
|
- |
| table 1 sl.no: 03(25 (Z)
) |
- |
500 |
|
- |
| table 1 sl.no: 04(32 (Z)
) |
- |
500 |
|
- |
| table 1 sl.no: 05(40 (Z)
) |
- |
500 |
|
- |
| table 1 sl.no: 06(50 (Z)
) |
- |
500 |
|
- |
| table 1 sl.no: 07(63 (Z)
) |
- |
500 |
|
- |
| table 1 sl.no: 08(75 (Z)
) |
- |
500 |
|
- |
| table 1 sl.no: 09(90 (Z)
) |
- |
500 |
|
- |
| table 1 sl.no: 10(110 (Z)
) |
- |
500 |
|
- |
| table 1 sl.no: 11(125 (Z)
) |
- |
500 |
|
- |
| table 1 sl.no: 12(140 (Z)
) |
- |
500 |
|
- |
| table 1 sl.no: 13(160(z)) |
- |
500 |
|
- |
| table 1 sl.no: 01(16 (Z1)
) |
- |
500 |
|
- |
| table 1 sl.no: 03(25 (Z1)
) |
- |
500 |
|
- |
| table 1 sl.no: 04(32 (Z1)
) |
- |
500 |
|
- |
| table 1 sl.no: 05(40 (Z1)
) |
- |
500 |
|
- |
| table 1 sl.no: 06(50 (Z1)
) |
- |
500 |
|
- |
| table 1 sl.no: 07(63 (Z1)
) |
- |
500 |
|
- |
| table 1 sl.no: 08(75 (Z1)
) |
- |
500 |
|
- |
| table 1 sl.no: 09(90 (Z)
) |
- |
500 |
|
- |
| table 1 sl.no: 10(110 (Z1)
) |
- |
500 |
|
- |
| table 1 sl.no: 11(125 (Z1)
) |
- |
500 |
|
- |
| table 1 sl.no: 12(140 (Z1)
) |
- |
500 |
|
- |
| table 1 sl.no: 13(160(z1)) |
- |
500 |
|
- |
| table 1 sl.no: 02(20 (Z1)
) |
- |
500 |
|
- |
|
18 Mar, 2029 |
- Included w.e.f. 22.06.2026 |
| 18 |
IS 10889 (2004) |
High density polyethylene films (First Revision) |
High density polyethylene films |
12000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 6.1.4(Density) |
- |
300 |
|
- |
| 6.4.3, Table 6(Average Thickness of Film) |
- |
200 |
|
- |
| 6.1.5(Melt Flow Rate) |
- |
500 |
|
- |
| 6.2.1, Table 1(Nominal Thickness) |
- |
200 |
|
- |
| 6.2.1, Table 1(Tolerance, Percent Grade 1 and 2) |
- |
300 |
|
- |
| 6.2.2, Table 2(Nominal Width) |
- |
200 |
|
- |
| 6.2.2, Table 2(Tolerance, Percent Grade 1 and 2) |
- |
200 |
|
- |
| 6.1.6(Black Film) |
- |
500 |
|
- |
| 5.2(Black Compound) |
- |
1000 |
|
- |
| 6.1.1(Appearance) |
- |
0 |
|
- |
| 6.1.2(Film Form) |
- |
0 |
|
- |
| 4.0(Grades) |
- |
500 |
|
- |
| 5.1(Materials) |
- |
500 |
|
- |
| 6.1.3(Odour ) |
- |
0 |
|
- |
| 6.3, Table 3(Yield Tolerance) |
- |
2000 |
|
- |
| 6.3, Table 3(Tolerance, Percent Grade 1 and 2) |
- |
300 |
|
- |
| 6.4.1(Tensile Strength at Break) |
- |
2000 |
|
- |
| 6.4.1, Table 4(Direction) |
- |
2000 |
|
- |
| 6.4.1, Table 4(Grade 1 and 2) |
- |
500 |
|
- |
| 6.4.2(Elongation at Break) |
- |
2000 |
|
- |
| 6.4.2, Table 5(Direction) |
- |
2000 |
|
- |
| 6.4.2, Table 5(Elongation at Break, Percent Grade 1 and 2) |
- |
2000 |
|
- |
| 6.4.3(Impact Resistance (Falling Dart)) |
- |
800 |
|
- |
| 6.4.3, Table 6(Impact Failure Load) |
- |
800 |
|
- |
|
18 Mar, 2029 |
- Included w.e.f. 22.06.2026 |
| 19 |
IS 9738 (2025) |
POLYETHYLENE BAGS FOR GENERAL PURPOSES - SPECIFICATION (third revision) |
Polyethylene Bags for General Purposes |
5000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl-7.1, Table-2(Dimensions of Flat Bags- Size b × l) |
- |
500 |
|
- |
| Cl-7.1, Table-2(Dimensions of Flat Bags- Nominal Thickness of Film -LDPE/LLDPE/Blends) |
- |
500 |
|
- |
| Cl-7.1, Table-2(Dimensions of Flat Bags- Nominal Thickness of Film -HMHDPE) |
- |
500 |
|
- |
| Cl-7.1, Table-3(Dimensions of U-Shaped Bags (Gusseted)- Size b × l) |
- |
500 |
|
- |
| Cl-7.1, Table-3("Dimensions of U-Shaped Bags (Gusseted)-
Nomination Thickness of Film- LDPE/LLDPE/Blends") |
- |
500 |
|
- |
| Cl-7.1, Table-3("Dimensions of U-Shaped Bags (Gusseted)-
Nomination Thickness of Film- HMHDPE") |
- |
500 |
|
- |
| Cl-7.1, Table-3(Dimensions of U-Shaped Bags (Gusseted)- Nominal Finish Width b) |
- |
500 |
|
- |
| Cl-7.1, Table-4(Dimensions of Bottom Seal Flat Bags- Size b × l) |
- |
500 |
|
- |
| Cl-7.1, Table-4("Dimensions of Bottom Seal Flat Bags
Nomination Thickness of Film- LDPE/LLDPE/Blends") |
- |
500 |
|
- |
| Cl-7.1, Table-4("Dimensions of Bottom Seal Flat Bags
Nomination Thickness of Film- HMHDPE") |
- |
500 |
|
- |
| Cl-10(Packing and Marking) |
- |
500 |
|
- |
| Cl-6("Material
Polyethylene films of low density polyethylene (LDPE),
linear low density polyethylene (LLDPE),
High density polyethylene (HDPE),
High molecular high-density polyethylene (HMHDPE)") |
- |
1000 |
|
- |
| Cl-7.3(Thickness) |
- |
500 |
|
- |
| Cl-7.3(Tolerance) |
- |
500 |
|
- |
| Cl-8.1(Appearance) |
- |
500 |
|
- |
| Cl-8.2(Water Leak Test) |
- |
1000 |
|
- |
| Cl-8.3(Printing Ink Adhesion Test) |
- |
500 |
|
- |
| Cl-8.4(Drop Test) |
- |
1000 |
|
- |
|
18 Mar, 2029 |
- Included w.e.f. 22.06.2026 |
| 20 |
IS 8360 (2022) |
Fabricated Polyethylene Fittings for Water Supply � Specification (First Revision) |
FABRICATED POLYETHYLENE FITTINGS FOR WATER SUPPLY |
12000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 8.1(Hydraulic Characteristics) |
- |
2000 |
|
- |
| 8.2(Tensile Strength for Butt-Fusion) |
- |
1500 |
|
- |
| 9.1.2(Type Tests for Fittings Sizes) |
- |
500 |
|
- |
| 9.2.2(Lot) |
- |
500 |
|
- |
| 9.2.3(Visual and Dimensional Requirements for Fabricated PE Fittings) |
- |
500 |
|
- |
| 4(Materials) |
- |
500 |
|
- |
| 5(Sizes and Designation of Fittings) |
- |
500 |
|
- |
| 6(Visual Appearance) |
- |
500 |
|
- |
| 7(Dimensions of Fittings) |
- |
500 |
|
- |
| 9.2.4.1(Fittings sizes up to 560 mm) |
- |
500 |
|
- |
| 9.2.4.2(Fittings sizes including and above 630 mm) |
- |
500 |
|
- |
| 10(Marking) |
- |
500 |
|
- |
|
18 Mar, 2029 |
- Included w.e.f. 22.06.2026 |
| 21 |
IS 8008 (2022) |
Injection Moulded/Machined Polyethylene Fittings for Water Supply � Specification ( Second Revision ) |
INJECTION MOULDED/MACHINED POLYETHYLENE FITTINGS FOR WATER SUPPLY |
25000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 10.2(Carbon Black Content and Dispersion) |
- |
600 |
|
- |
| 4.1(Material) |
- |
1000 |
|
- |
| 4.2(Material) |
- |
1000 |
|
- |
| 4.1(Material) |
- |
1000 |
|
- |
| 4.2(Material) |
- |
1000 |
|
- |
| 4.3(Rework Material) |
- |
600 |
|
- |
| 5(COLOUR) |
- |
200 |
|
- |
| 6.1(The nominal outside diameter) |
- |
400 |
|
- |
| 6.2(Bends, tees, pipe ends and end caps designation) |
- |
500 |
|
- |
| 7(WELD LENGTH) |
- |
400 |
|
- |
| 8(VISUAL APPEARANCE) |
- |
200 |
|
- |
| 11.2(Acceptance Tests) |
- |
8000 |
|
- |
| 11.1(Type Tests) |
- |
8000 |
|
- |
| 10.6(Overall Migration) |
- |
2000 |
|
- |
| 10.5(Oxidation Induction Time) |
- |
1000 |
|
- |
| 10.4(Density) |
- |
500 |
|
- |
| 10.3(Melt Flow Rate) |
- |
500 |
|
- |
| 9.1(DIMENSIONS OF FITTINGS) |
- |
500 |
|
- |
| 9.2(DIMENSIONS OF FITTINGS) |
- |
500 |
|
- |
| 9.3(DIMENSIONS OF FITTINGS) |
- |
500 |
|
- |
| 10.1.1(Length of Pipe for Welding Test) |
- |
500 |
|
- |
| 10.1.2(Sandwich Flange Hydraulic Testing) |
- |
500 |
|
- |
|
18 Mar, 2029 |
- Included w.e.f. 22.06.2026 |
| 22 |
IS 10124 : Part 1 (2009) |
Fabricated PVC-U Fittings for Potable Water Supplies - Specification Part 1 General Requirements (Second Revision) |
FABRICATED PVC-U FITTINGS FOR POTABLE WATER SUPPLIES |
6100 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 6.3(Effect on water test) |
- |
3000 |
|
Including all effect on water test |
| 3(Material) |
- |
1000 |
|
- |
| 4(Size of fitting) |
- |
200 |
|
- |
| 5.1 Table-1 Fig.1(Dimension of Socket length) |
- |
200 |
|
- |
| 5.1.2 Table-1(Dimensions of mean inside diameter at mid-point of socket depth) |
- |
200 |
|
- |
| 5.1.3 (Out of Roundness Tolerance of Socket Inside Diameter) |
- |
200 |
|
- |
| 5.2 Table-2 Fig.2(Dimensions of socket for elastomeric sealing ring) |
- |
200 |
|
- |
| 6.1(Opacity test in accordance with IS 12235 (Part 3)) |
- |
300 |
|
- |
| 6.2(Short Term Hydraulic Test in accordance with Annex A) |
- |
2000 |
|
- |
| 8(Marking) |
- |
0 |
|
- |
| 3.2.3(socket, measurements) |
- |
200 |
|
- |
| 3.1(Material) |
- |
2000 |
|
- |
|
18 Mar, 2029 |
- Included w.e.f. 22.06.2026 |
| 23 |
IS 7834 : Part 1 (1987) |
injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 1 General requirements |
INJECTION MOULDED PVC SOCKET FITTINGS WITH SOLVENT CEMENT JOINTS FOR WATER SUPPLIES |
7200 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl. 6.3(Effect on Water[(Lead ( first extraction )]- Appendix C) |
- |
3000 |
|
- |
| Cl. 6.3(Effect on Water[(Lead ( third extraction )]- Appendix C) |
- |
3000 |
|
- |
| Cl. 6.3(Effect on Water [Dialkyl tin C4, and higher homologues, measured as tin ( third extraction )]- Appendix C) |
- |
3000 |
|
- |
| Cl. 6.3(Effect on Water [Other toxic substances ( third extraction )]- Appendix C) |
- |
3000 |
|
- |
| 6.1.1(VCM Content Test) |
- |
1500 |
|
- |
| 6.3(Effect on Water) |
- |
3000 |
|
- |
| Cl 6.3(Effect on Water Lead (first extraction)) |
- |
3000 |
|
- |
| Cl 6.3(Effect on Water Lead (third extraction)) |
- |
3000 |
|
- |
| Cl 6.3(Effect on Water Dialkyl tin C4 and higher homologues(measuredas tin )(third extraction )) |
- |
3000 |
|
- |
| Cl 6.3(Effect on Water Cadmium (mean of first extraction, second extraction and third extraction)) |
- |
3000 |
|
- |
| Cl 6.3(Effect on Water Mercury (mean of first extraction, second extraction and third extraction)) |
- |
3000 |
|
- |
| Cl.4(Minimum Thickness) |
- |
200 |
|
- |
| Cl. 5.1.1, 5.1.2, Table 1, Fig 1(Minimum Socket Length) |
- |
200 |
|
- |
| Cl. 5.1.1, 5.1.2, Table 1, Fig 1(Mean Socket Internal Diameter at Mid-Point of Socket Length) |
- |
200 |
|
- |
| Cl. 5.1.1, 5.1.2, Table 1, Fig 1(Out-of-roundness tolerances of socket inside diameter) |
- |
200 |
|
- |
| Cl. 6.1(Stress Relief Test- Appendix A) |
- |
500 |
|
- |
| Cl. 6.2(Opacity- Appendix B) |
- |
200 |
|
- |
| Cl. 6.4(Short-Term Hydraulic Test- Appendix D) |
- |
1500 |
|
- |
| 3(Size of Fitting -) |
- |
0 |
|
- |
| 4(Minimum thickness) |
- |
200 |
|
- |
| 5(Socket dimensions) |
- |
200 |
|
- |
| 6.1(Stress Relief Test) |
- |
500 |
|
- |
| 6.2(Opacity) |
- |
200 |
|
- |
| 6.4(Short-Term Hydraulic Test) |
- |
2000 |
|
- |
| 7.2(Production Routine Tests) |
- |
200 |
|
- |
| CL 4.0(Wall thickness (average of 4.0)) |
- |
200 |
|
- |
| CL 5.1(Sockt Length ( Take 4 reading and minimum will be reported)) |
- |
200 |
|
- |
|
18 Mar, 2029 |
- Included w.e.f. 22.06.2026 |
| 24 |
IS 14735 (1999) |
Unplasticized Polyvinyl Chloride (UPVC) Injection Moulded Fittings for Soil and Waste Discharge System for Inside and Outside Buildings Including Ventilation and Rain Water System - |
UNPLASTICIZED POLYVINYL CHLORIDE (UPVC) INJECTION MOULDED FITIINGS FORSOIL AND WASTE DISCHARGE SYSTEM FORINSIDE AND OUTSIDE BUILDINGS INCLUDING VENTILATION AND RAIN WATER SYSTEM |
11500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 19(Marking) |
- |
0 |
|
- |
| 3(Type of Fitting) |
- |
100 |
|
- |
| 4(Size Designation) |
- |
0 |
|
- |
| 5(Colour of fittings) |
- |
0 |
|
- |
| 7.1,Table 1(Wall thickness) |
- |
200 |
|
- |
| 7.2 ,Table 2&3(Socket Dimensions) |
- |
200 |
|
- |
| 7.3(Dimensions of waste trap(Nahani Trap) |
- |
200 |
|
- |
| 8(Sealing Rings) |
- |
200 |
|
- |
| 10(Workmanship) |
- |
0 |
|
- |
| 11(Design requirements) |
- |
0 |
|
- |
| 11.1(Solvent cement type or Rubber ring type) |
- |
300 |
|
- |
| 11.2(Socket and spigot configeration) |
- |
200 |
|
- |
| 11.4,Table 5(Vent cowl) |
- |
200 |
|
- |
| 11.5,Table 6(Pipe Clips) |
- |
300 |
|
- |
| 12(Physical test requirements) |
- |
200 |
|
- |
| 12.1(Visual appearance) |
- |
0 |
|
- |
| 12.2(Stress relief test) |
- |
500 |
|
- |
| 12.3(Vicat softening tempewrature) |
- |
500 |
|
- |
| Cl.13, IS 12235 (P-7)-2004, (Resistance to Sulphuric Acid) |
- |
2500 |
|
- |
| Cl.14, Annex A(Titanium Di-Oxide Content) |
- |
800 |
|
- |
| Cl.15, Annex B(Sulphated Ash Content) |
- |
800 |
|
- |
| 16(Mechanical Properties) |
- |
500 |
|
- |
| 16.1(Impact test) |
- |
700 |
|
- |
| 17(Watet tightness of joint) |
- |
1000 |
|
- |
| 12.4(Effect on water test) |
- |
3000 |
|
- |
| 7.4(Chamfer) |
- |
200 |
|
- |
| 11.3(Access Openings) |
- |
200 |
|
- |
| Table 4(Dimension of Access Openings) |
- |
0 |
|
- |
| Cl 12.4(Effect on Water Lead (first extraction)) |
- |
3000 |
|
- |
| Cl 12.4(Effect on Water Lead (third extraction)) |
- |
3000 |
|
- |
| Cl 12.4(Effect on Water Dialkyl tin C4 and higher homologues(measured as tin )(third extraction )) |
- |
3000 |
|
- |
| Cl 12.4(Effect on Water Cadmium (mean of first extraction, second extraction and third extraction)) |
- |
3000 |
|
- |
| Cl 12.4(Effect on Water Mercury (mean of first extraction, second extraction and third extraction)) |
- |
3000 |
|
- |
|
18 Mar, 2029 |
- Included w.e.f. 22.06.2026 |
| 25 |
IS 15328 (2003) |
Unplasticized Non-Pressure Polyvinyl Chloride ( PVC -U ) Pipes for use in Underground Drainage and Sewerage Systems - |
UNPLASTICIZEDNON-PRESSUREPOLYVINYL CHLORIDE(PVC-U) PIPES FORUSEIN UNDERGROUNDDRAINAGEANDSEWERAGE SYSTEMS |
21000 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.) |
- |
800 |
|
- |
| 6.1,6.1.1
IS 12235 (Part 1)
Table 1(Dimension of Pipes:
Mean outside Diameter, dem) |
- |
300 |
|
- |
| 6.1,6.1.1
IS 12235 (Part 1)
Table 1(Outside Diameter at any point, de) |
- |
300 |
|
- |
| 6.1.2
IS 4985
Table 2(Wall Thickness, e ) |
- |
200 |
|
- |
| 6.1.3 (Length of Pipe) |
- |
200 |
|
- |
| 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) |
- |
200 |
|
- |
| 6.1.4,
Table 3(ii) Min. depth of engagement, A. ) |
- |
200 |
|
- |
| 6.1.4
Table 3(iii) Depth of sealing Zone C ) |
- |
200 |
|
- |
| 6.1.4,
Table 3(iv) Length of spigot, l1) |
- |
200 |
|
- |
| 6.1.4,
Table 3(v) Chamfer length, H : Approx.) |
- |
200 |
|
- |
| 6.1.4.1
(wall thickness of sockets
e2 min=0.9e
) |
- |
200 |
|
- |
| 6.1.4.1
(e3min=0.75e) |
- |
200 |
|
- |
| 6.1.4,
Table 4(b) Solvent Cement Joint sockets and
spigot ends
i) Mean inside dia. Of socket, dsm) |
- |
200 |
|
- |
| 6.1.4,
Table 4(ii) Length of Solvent Cement socket, l2 ) |
- |
200 |
|
- |
| 6.1.4,
Table 4(iii) Length of spigot, l1, 100 mm Min.) |
- |
200 |
|
- |
| 6.1.4,
Table 4(iv) Chamfer length, H, 7 mm Approx.) |
- |
200 |
|
- |
| 7(Physical characteristics
) |
- |
500 |
|
- |
| 7.1(Appearance:-
) |
- |
0 |
|
- |
| 7.1(Appearance:-
) |
- |
0 |
|
- |
| 7.2(Colour ) |
- |
0 |
|
- |
| 7.3
IS 1223S
( Part 2)(Vicat Softening Temperature
When determined according to IS 1223S
( Part 2), shall not be lessthan 79°C.) |
- |
600 |
|
- |
| 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.) |
- |
1000 |
|
- |
| 8(MECHANICAL CHARACTERISTICS) |
- |
2000 |
|
- |
| 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.) |
- |
1000 |
|
- |
| 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) |
- |
1000 |
|
- |
| 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)
) |
- |
2000 |
|
- |
| 8.3
IS 12235 ( Part 8/ Sec 1 )
Table 6(b) Type Test:(1000h at 60 0 C)
) |
- |
5000 |
|
- |
| 9
9.1, IS 5382(JOINTS:-
a) Elastomeric Sealing Rings) |
- |
200 |
|
- |
| 9.2
IS 14182(b) Solvent cement) |
- |
1000 |
|
- |
| 10(Performance requirements) |
- |
2000 |
|
- |
| 10.1.1
Annex D(Internal hydrostatic pressure test for elastomeric sealing ring joints) |
- |
2000 |
|
- |
| 10.1.2
Annex E(Internal negative hydrostatic pressure test (internal vacuum) for elastomeric sealing ring joints) |
- |
2000 |
|
- |
| 10.2.1(Internal hydrostatic pressure test for solvent cemented Joints) |
- |
2000 |
|
- |
| 10.2.2(Internal negative hydrostatic pressure test (internal vacuum)for solvent cemented joints) |
- |
2000 |
|
- |
| '7.5 (amdt.7)(Effect on Water (Type test)) |
- |
3500 |
|
- |
| 5.3(Qualitative) |
- |
0 |
|
- |
| 12(Marking) |
- |
0 |
|
- |
|
18 Mar, 2029 |
- Included w.e.f. 22.06.2026 |
| 26 |
IS 2508 (2024) |
Polyethylene Films and Sheets â Specification (Fourth Revision) |
POLYETHYLENE FILMS AND SHEETS |
11000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 5.1.4 Sl No. (i) of Table 1, Table 2, Table 3 & Table 4.(Density - IS 13360 : Part 3 : Sec 10 : 2021) |
- |
500 |
|
- |
| 5.1.6(Black Film- Carbon black - IS 2508:2024) |
- |
1000 |
|
- |
| 5.1.6(Ash content - IS 2508: 2024) |
- |
1000 |
|
- |
| 5.1.6(carbon black dispersion - IS 2530: 1963) |
- |
300 |
|
- |
| 5.1.1(Appearance) |
- |
0 |
|
- |
| 5.1.2(Film Form) |
- |
0 |
|
- |
| 5.1.3(Odour) |
- |
0 |
|
- |
| 5.1.5(Melt Flow Index- IS 13360 : Part 4 : Sec 1 : subsec 1 or IS 13360 : Part 4 : Sec 1 : subsec 2) |
- |
800 |
|
- |
| 5.2.1.1/ Table-1,2,3 &4(Nominal Thickness, Annex C,) |
- |
200 |
|
- |
| 5.2.1.2(Nominal Width) |
- |
200 |
|
- |
| 6, Type 1 (LDPE/LLDPE) /Table-1("Tensile strength at break-Machine direction, IS 13360 (Part 5/Sec 1) and
IS 13360 (Part 5/ Sec 3)") |
- |
1500 |
|
- |
| 6/Table-1("Tensile strength at break-Transverse direction, IS 13360 (Part 5/Sec 1) and
IS 13360 (Part 5/ Sec 3)") |
- |
1500 |
|
- |
| 6/Table-1("Elongation % at break, -Machine direction,IS 13360 (Part 5/Sec 1) and
IS 13360 (Part 5/ Sec 3)") |
- |
1500 |
|
- |
| 6/Table-1("Elongation % at break, -Transverse direction,IS 13360 (Part 5/Sec 1) and
IS 13360 (Part 5/ Sec 3)") |
- |
1500 |
|
- |
| 6/Table-1("Ageing test at (70 ± 1) ºC for 7 days-Machine Direction, IS 7016 (Part 8)
followed by IS 13360 (Part 5/Sec 1) and IS 13360 (Part 5/Sec 3)") |
- |
2000 |
|
- |
| 6/Table-1("Ageing test at (70 ± 1) ºC for 7 days- Transverse Direction, IS 7016 (Part 8)
followed by IS 13360 (Part 5/Sec 1) and IS 13360 (Part 5/Sec 3)") |
- |
2000 |
|
- |
| 6/Table-1(Dart impact strength,Method B of IS 13360 (Part 5/Sec 6)) |
- |
900 |
|
- |
| 6/Table-1(Tear resistance -Machine direction, IS 13360 (Part 5/Sec 23)) |
- |
800 |
|
- |
| 6/Table-1(Tear resistance-Transverse direction, IS 13360 (Part 5/Sec 23)) |
- |
800 |
|
- |
| " 7, Type 2 (HDPE/PE) /Table-2"("Tensile strength at break-Machine direction, IS 13360 (Part 5/Sec 1) and
IS 13360 (Part 5/ Sec 3)") |
- |
1500 |
|
- |
| " 7/Table-2"("Tensile strength at break-Transverse direction, IS 13360 (Part 5/Sec 1) and
IS 13360 (Part 5/ Sec 3)") |
- |
1500 |
|
- |
| " 7/Table-2"("Elongation % at break, -Machine direction,IS 13360 (Part 5/Sec 1) and
IS 13360 (Part 5/ Sec 3)") |
- |
1500 |
|
- |
| " 7/Table-2"("Elongation % at break, -Transverse direction,IS 13360 (Part 5/Sec 1) and
IS 13360 (Part 5/ Sec 3)") |
- |
1500 |
|
- |
| " 7/Table-2"("Ageing test at (70 ± 1) ºC for 7 days-Machine Direction, IS 7016 (Part 8)
followed by IS 13360 (Part 5/Sec 1) and IS 13360 (Part 5/Sec 3)") |
- |
2000 |
|
- |
| " 7/Table-2"("Ageing test at (70 ± 1) ºC for 7 days- Transverse Direction, IS 7016 (Part 8)
followed by IS 13360 (Part 5/Sec 1) and IS 13360 (Part 5/Sec 3)") |
- |
2000 |
|
- |
| " 7/Table-2"(Dart impact strength,Method B of IS 13360 (Part 5/Sec 6)) |
- |
700 |
|
- |
| 8, Type 3 (LDPE/LLDPE, PE) /Table-3("Average Tensile Break strength- Machine Direction, IS 13360 (Part 5/Sec 1) and
IS 13360 (Part 5/Sec 3)") |
- |
1500 |
|
- |
| 8/Table-3("Average Tensile Break strength- Transverse Direction, IS 13360 (Part 5/Sec 1) and
IS 13360 (Part 5/Sec 3)") |
- |
1500 |
|
- |
| 8/Table-3("Average Tensile Break Elongation %-Machine Direction, IS 13360 (Part 5/Sec 1) and
IS 13360 (Part 5/Sec 3)") |
- |
1500 |
|
- |
| 8/Table-3("Average Tensile Break Elongation %-Transverse Direction, IS 13360 (Part 5/Sec 1) and
IS 13360 (Part 5/Sec 3)") |
- |
1500 |
|
- |
| 8/Table-3(Average Tear resistance, IS 2508: 2024 Annex-D) |
- |
700 |
|
- |
| 8/Table-3(Average Puncture resistance, IS 2508: 2024 Annex-E) |
- |
500 |
|
- |
| 9, Type 4 (HDPE/PE) /Table-4("Average Yield strength- Machine Direction, IS 13360 (Part 5/Sec 1) and
IS 13360 (Part 5/Sec 3)") |
- |
1500 |
|
- |
| 9/Table-4("Average Yield strength- Transverse Direction, IS 13360 (Part 5/Sec 1) and
IS 13360 (Part 5/Sec 3)") |
- |
1500 |
|
- |
| 9/Table-4("Average Tensile Break strength- Machine Direction, IS 13360 (Part 5/Sec 1) and
IS 13360 (Part 5/Sec 3)") |
- |
1500 |
|
- |
| 9/Table-4("Average Tensile Break strength- Transverse Direction, IS 13360 (Part 5/Sec 1) and
IS 13360 (Part 5/Sec 3)") |
- |
1500 |
|
- |
| 9/Table-4("Average Tensile yield Elongation %-Machine Direction, IS 13360 (Part 5/Sec 1) and
IS 13360 (Part 5/Sec 3)") |
- |
1500 |
|
- |
| 9/Table-4("Average Tensile yield Elongation %-Transverse Direction, IS 13360 (Part 5/Sec 1) and
IS 13360 (Part 5/Sec 3)") |
- |
1500 |
|
- |
| 9/Table-4(Average Tensile Break Elongation %-Machine Direction, IS 13360 (Part 5/Sec 1) and IS 13360 (Part 5/Sec 3)) |
- |
1500 |
|
- |
| 9/Table-4(Average Tensile Break Elongation -Transverse Direction, IS 13360 (Part 5/Sec 1) and S 13360 (Part 5/Sec 3)) |
- |
1500 |
|
- |
| 9/Table-4(Average Tear resistance, IS 2508: 2024 Annex-D) |
- |
700 |
|
- |
| Cl-4.2.3.1.4 (b)(Toluene Extract) |
- |
1000 |
|
- |
| Cl-4.2.3.1.4 (c)(Volatile Matter, Max) |
- |
1000 |
|
- |
| Cl-4.2.3.1.4 (d)(Carbon Black Particle Size) |
- |
2000 |
|
- |
| Cl-4.2.3.1.4 (e)(Tint Strength) |
- |
1000 |
|
- |
| Cl-4.2.3.1.4 (a)(Density) |
- |
500 |
|
- |
|
18 Mar, 2029 |
- Included w.e.f. 22.06.2026 |
| 27 |
IS 16098 Part 2 (2013) |
Structured-Wall Plastics Piping Systems for Non-Pressure Drainage and Sewerage Part 2 Pipes and Fittings with Non-Smooth External Surface, Type B |
- |
79000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 8.1.1 Table-10 (i)(Ring Stiffness) |
- |
5000 |
|
- |
| Table -1 Cl. No. 5.1, i)(Base Density) |
- |
2000 |
|
- |
| Table -1 Cl. No. 5.1, ii)(Melt Flow Rate (MFR) at (190ºC, 5kg load)) |
- |
2000 |
|
- |
| 8.1.1 Table-10 (ii)(Impact Strength at (0±1 ºC)) |
- |
2000 |
|
- |
| " 5.1 Table-2 ", i)(Resistance to Internal Pressure 165hrs) |
- |
10000 |
|
- |
| " 5.1 Table-2 ", ii)(Resistance to Internal Pressure 1000hrs) |
- |
10000 |
|
- |
| 8.1.1, 8.1.2 Table-10 (iii)(Ring flexibility 30% of dem) |
- |
4000 |
|
- |
| 6.3.1 & Table-5(Dim (min.)
E4 (min)
E5 (min.)
Socket Length) |
- |
500 |
|
- |
| 6.3.2(Length of Pipe) |
- |
500 |
|
- |
| 8.1.1 Table-10 (iv)(Creep ratio) |
- |
5000 |
|
- |
| 6.3.3(Out Side Diameter) |
- |
500 |
|
- |
| 6.3.5.1.1(Ring Stiffness of Spigot + socket) |
- |
3000 |
|
- |
| "6.3.5.1.5 Table-5 "(Socket thickness Avg. (min.) Avg.) |
- |
3000 |
|
- |
| 9 Table 12 (ii)(Water tightness) |
- |
3000 |
|
- |
| 9 Table- 12 (iii)(Resistance to combined temperature cycling and external loading) |
- |
3000 |
|
- |
| 7.1(Appearance) |
- |
500 |
|
- |
| 7.1.1(Color of Finished Pipes) |
- |
500 |
|
- |
| 7.2 Table-6 (i)(Resistance to Heating oven test at (110±2ºC for 30 minute)) |
- |
3000 |
|
- |
| 9 Table-12 (i)(Tightness of elastomeric ring seal Joint) |
- |
3000 |
|
- |
| 6.3.5.2(Wall Thickness(e4 min)) |
- |
500 |
|
- |
| Table -1 Cl. No. 5.1, iii)(Thermal Stability (Oxidation Induction Test, OIT) at 200ºC) |
- |
3000 |
|
- |
|
18 Mar, 2029 |
- Exclusion: Test facility Complete upto Internal Diameter (DN/ID) 300 mm & test facility is not available for :
(i) Table 10 (Cl 8.1.1)Sl no. iv Creep ratio;
(ii) Table 11 (Cl 8.2.1)Sl no. iii Mechanical Strength or flexibility;
(iii) Table 12 (Cl 9)Resistance to combined temperature cycling & loading |
| 28 |
IS 14885 (2022) |
Polyethylene Pipes for the Supply of Gaseous Fuels � Specification (First Revision) |
- |
100000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 4.2(Grade of material) |
- |
1000 |
|
- |
| 4.3(Nominal Diameter) |
- |
1000 |
|
- |
| 4.4(Colour) |
- |
1000 |
|
- |
| 5.1(Polyethylene
compound) |
- |
1000 |
|
- |
| 5.7(PE Compound Quality Evaluation) |
- |
1000 |
|
- |
| 5.5(Effect of Gas
condensate on the
Hydrostatic strength) |
- |
1000 |
|
- |
| 5.6(Resistance to Weathering) |
- |
1000 |
|
- |
| 6.1(Mean out side Diameter (For less than or equal to 25 mm- Average of 8 , For higher diameters average of 6)) |
- |
1000 |
|
- |
| 6.1(Out of Roundness (Ovality)) |
- |
1000 |
|
- |
| 6.2(Wall thickness (Take 8 reading and Average will be repoted)) |
- |
1000 |
|
- |
| 7(Finish) |
- |
1000 |
|
- |
| 8.1(Internal pressure creep
rupture test for plain at 80 deg. C for
165h) |
- |
10000 |
|
- |
| 8.1(Internal pressure creep
rupture test for plain
pipes at 20 deg. C for
100h) |
- |
10000 |
|
- |
| 8.1(Internal pressure creep
rupture test for plain
pipes at 80 deg. C for
1000 h) |
- |
10000 |
|
- |
| 8.2(Reversion Test) |
- |
2000 |
|
- |
| 8.3(Density) |
- |
2000 |
|
- |
| 8.7(Volatile Matter Content) |
- |
2000 |
|
- |
| 8.8(Tensile Properties (Tensile Yield Strength and
Elongation at Break)) |
- |
3000 |
|
- |
| 6.4(Length of Pipe) |
- |
1000 |
|
- |
| 8.4(Melt Flow Rate (MFR)) |
- |
2000 |
|
- |
| 8.5(Pigment Dispersion) |
- |
2000 |
|
- |
| 8.10(Slow Crack Growth Rate Test) |
- |
2000 |
|
- |
| 8.11(Squeeze-off) |
- |
1000 |
|
- |
| 5.1, 5.7 Table 2(i) Conventional density (of base polymer)) |
- |
1000 |
|
- |
| 5.1, 5.7 Table 2(v) Water content1)) |
- |
2000 |
|
- |
| 6(Dimensions of pipes) |
- |
1000 |
|
- |
| 10(Marking) |
- |
1000 |
|
- |
| 5.6(ii) Hydraulic characteristics) |
- |
10000 |
|
- |
| 5.3(Anti-oxidant) |
- |
1000 |
|
- |
| 5.1, 5.7 Table 3(iv) Resistance to slow crack growth rate) |
- |
1000 |
|
- |
| 8.6(Thermal Stability (Oxidation Induction Time)) |
- |
3000 |
|
- |
|
18 Mar, 2029 |
- Exclusion: Test facility complete upto Nominal Diameter 400mm & test facility not available for Cl 5.1 Table 2 Sl no vi, Pigment Dispersion |
| 29 |
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 ) |
- |
2000 |
|
- |
| 4.2.3(Carbon Dispersion Test) |
- |
2000 |
|
- |
| 5(Types and Features ) |
- |
500 |
|
- |
| 5.1 Table 1(Dimensioas of Cylinderical Vertical Tank) |
- |
3000 |
|
- |
| 5.2 Table 2(Dimensions of Rectangular Loft Tanks) |
- |
3000 |
|
- |
| 6.1(Finish) |
- |
500 |
|
- |
| 7.1.1(Resistance to Deformation) |
- |
2000 |
|
- |
| 7.2(Resistance to Impact) |
- |
2000 |
|
- |
| 7.3(Test for Top Load Resistance) |
- |
2000 |
|
- |
| 7.4(Tensile Strength) |
- |
2000 |
|
- |
| 7.5(Flexural Modulus) |
- |
2000 |
|
- |
| 7.6(overall Migration) |
- |
2000 |
|
- |
| 9.2.1(Man-Hole and Hand-Hole Lids) |
- |
2000 |
|
- |
| 9.1(Lid Thickness) |
- |
500 |
|
- |
| 5.4(Wall Thickness above effective height) |
- |
500 |
|
- |
| 5.2 Table 2 (7)(Minimum Wall Thickness) |
- |
500 |
|
- |
| 5.1 Table 1 (7)(Minimum Weight of Tank (Without Lid)) |
- |
500 |
|
- |
| 4.2.1(Density) |
- |
500 |
|
- |
| 4.2.2(MFI) |
- |
5000 |
|
- |
| 10(MARKING) |
- |
500 |
|
- |
|
18 Mar, 2029 |
- Exclusion: Test facility complete upto Net Capacity 10,000 litres |
| 30 |
IS 12786 (2024) |
Irrigation equipment - Polyethylene pipes for irrigation laterals - Specification (first revision) |
- |
13500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl-4.1(Material) |
- |
500 |
|
- |
| Cl-4.2(Carbon content of finished PE lateral pipe) |
- |
1000 |
|
- |
| Cl-5.1(Dimensions of pipes and wall thicknesses) |
- |
500 |
|
- |
| Cl-6.0(Visual Appearance) |
- |
500 |
|
- |
| Cl-7.1(Hydraulic Characteristics- Internal pressure creep rupture test) |
- |
10000 |
|
- |
| Cl-7.1(Hydraulic Characteristics- quality acceptance test) |
- |
10000 |
|
- |
| Cl-7.2(Reversion Test) |
- |
2000 |
|
- |
| Cl-7.3(Tensile Test) |
- |
3000 |
|
- |
| Cl-7.3.1(Test Piece) |
- |
500 |
|
- |
| Cl-7.3.2(Procedure) |
- |
500 |
|
- |
| Cl-7.4(Susceptibility to Environmental Stress Cracking) |
- |
500 |
|
- |
| Cl-8.0(Supply of pipes) |
- |
500 |
|
- |
| Cl-9.0(Coiling) |
- |
500 |
|
- |
| Cl-10.0(Sampling and criteria for conformity) |
- |
500 |
|
- |
| Cl-11(Marking) |
- |
500 |
|
- |
| 3(Class of Pipe) |
- |
500 |
|
- |
| 5.1 & Table 1(Dimensions of Pipes - Outside diameters) |
- |
500 |
|
- |
| 5.1 & Table 1(Dimensions of Pipes - Wall thickness) |
- |
500 |
|
- |
| 7.3(Elongation at Break) |
- |
3000 |
|
- |
| 4.2(a)(Carbon Black Content-IS 2530) |
- |
2000 |
|
- |
| 4.2(b)(Carbon Black Dispersion-IS 2530) |
- |
2000 |
|
- |
|
18 Mar, 2029 |
- - |