| 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 |
20 MM TO 630 MM |
10000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 3.1(General) |
- |
8000 |
|
- |
| 3.2.2, Table 2(Dimension of 11 1/4° bends for Elastomeric sealing ring joint) |
- |
1000 |
|
- |
| 3.2.2, Table 1(Dimension of 11 1/4° bends) |
- |
0 |
|
- |
| 3.2.3(Socket, Measurement) |
- |
1000 |
|
- |
|
08 Dec, 2028 |
- Included w.e.f. 27.01.2026 |
| 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) |
20 mm to 630 mm |
10000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 3.1(General) |
- |
8000 |
|
- |
| 3.2.2, Table 1(Dimensions of 22 ½ deg Bends) |
- |
1000 |
|
- |
| 3.2.2, Table 2(Dimensions of 22 ½ deg Bend for Elastomeric Sealing Ring Joint) |
- |
0 |
|
- |
| 3.2.3(Socket, measurements) |
- |
1000 |
|
- |
|
08 Dec, 2028 |
- Included w.e.f 30.01.2026 |
| 3 |
IS 10124 : Part 11 (2009) |
Fabricated pvc - U fittings for potable water supplies - Specification: Part 11 specific requirements for 40 degree bends (Second Revision) |
20 mm to 630 mm |
10000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 3.1(General) |
- |
8000 |
|
- |
| 3.2.2, Table 1(Dimensions of 30 deg Bends) |
- |
2000 |
|
- |
| 3.2.2, Table 2(Dimensions of 30 deg Bend for Elastomeric Sealing Ring Joint) |
- |
0 |
|
- |
|
08 Dec, 2028 |
- Included w.e.f 30.01.2026 |
| 4 |
IS 10124 : Part 10 (2009) |
Fabricated pvc - U fittings for potable water supplies - Specification: Part 10 specific requirements for 45 degree bends (Second Revision) |
20 MM TO 630 MM |
10000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 3.1(General) |
- |
7000 |
|
- |
| 3.2, 3.2.1, Fig 2(Manufacture) |
- |
1000 |
|
- |
| 3.2.2, Fig 1, table 1(Dimensions) |
- |
1000 |
|
- |
| 3.2.3(the socket measurement
shall comply with IS 10124 (Part 1).) |
- |
1000 |
|
- |
| Table 1 (Clause 3.2.2, and Fig. 1)(Dimensions of 45o Bend) |
- |
0 |
|
- |
| Table 2 (Clause 3.2.2, and Fig. 2)(Dimensions of 45° Bend for Elastomeric Sealing Ring Joint) |
- |
0 |
|
- |
|
08 Dec, 2028 |
- Included w.e.f 30.01.2026 |
| 5 |
IS 10124 : Part 9 (2009) |
Fabricated pvc - U fittings for potable water supplies - Specification: Part 9 specific requirements for 60 degree bends (Second Revision) |
20 MM TO 630 MM |
10000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 3.1(General) |
- |
7000 |
|
- |
| 3.2, 3.2.1, Fig 2(Manufacture) |
- |
1000 |
|
- |
| 3.2.2, Fig 1, table 1(Dimensions) |
- |
1000 |
|
- |
| 3.2.3(the socket measurement
shall comply with IS 10124 (Part 1).) |
- |
1000 |
|
- |
| Table 1 (Clauses 3.2.2, 3.2.3, and Fig. 1)(Dimensions of 60o Bends) |
- |
0 |
|
- |
| Table 2 (Clause 3.2.2, and Fig. 2)(Dimensions of 60o Bend for Elastomeric Sealing Ring Joint) |
- |
0 |
|
- |
|
08 Dec, 2028 |
- Included w.e.f 30.01.2026 |
| 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) |
20 MM TO 630 MM |
10000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 3.1(General) |
- |
7000 |
|
- |
| 3.2, 3.2.1, Fig 2(Manufacture) |
- |
1000 |
|
- |
| 3.2.2, Fig 2, table 2(Dimensions) |
- |
1000 |
|
- |
| 3.2.3(the socket measurement shall
comply with IS 10124 (Part 1).) |
- |
1000 |
|
- |
| Table 1 (Clause 3.2.2, and Fig. 1)(Dimensions of 90o Bends) |
- |
0 |
|
- |
| Table 2 (Clause 3.2.2, and Fig. 2)(Dimensions of 90o Bend for Elastomeric Sealing Ring Joint) |
- |
0 |
|
- |
|
08 Dec, 2028 |
- Included w.e.f 30.01.2026 |
| 7 |
IS 10124 : Part 7 (2009) |
Fabricated pvc - U fittings for potable water supplies - Specification: Part 7 specific requirements for threaded adaptors (Second Revision) |
63 TO 110 |
10000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 3.1(General) |
- |
6000 |
|
- |
| 3.2(Materials) |
- |
1000 |
|
- |
| 3.3, 3.3.1, Fig 1(Manufacture) |
- |
1000 |
|
- |
| 3.3.2, table 1, fig 1(Dimensions) |
- |
1000 |
|
- |
| 3.3.3(socket measurement shall
comply with IS 10124 (Part 1).) |
- |
1000 |
|
- |
| Table 1 (Clauses 3.3.1 and 3.3.2)(Dimensions of Threaded Adaptors) |
- |
0 |
|
- |
|
08 Dec, 2028 |
- Included w.e.f. 27.01.2026 |
| 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) |
63 MM TO 630 MM |
10000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 3.1(General) |
- |
8000 |
|
- |
| 3.2, 3.2.1, Fig 1(Manufacture) |
- |
1000 |
|
- |
| 3.2.2, Fig 2, table 2(Dimensions) |
- |
1000 |
|
- |
| 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 |
|
- |
|
08 Dec, 2028 |
- Included w.e.f. 27.01.2026 |
| 9 |
IS 10124 : Part 5 (2009) |
Fabricated pvc - U fittings for potable water supplies - Specification: Part 5 specific requirements for equal tees (Second Revision) |
63 MM TO 630 MM |
10000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 3.1(General) |
- |
8000 |
|
- |
| 3.2, 3.2.1, Fig 1(Manufacture) |
- |
1000 |
|
- |
| 3.2.2, Fig 1(Dimensions) |
- |
1000 |
|
- |
| Table 1(Cl.3.2.2, and Fig.1)(Dimensions of Equal Tees) |
- |
1000 |
|
- |
|
08 Dec, 2028 |
- Included w.e.f 30.01.2026 |
| 10 |
IS 10124 : Part 4 (2009) |
Fabricated pvc - U fittings for potable water supplies - Specification: Part 4 specific requirements for caps (Second Revision) |
63 mm to 630 mm |
10000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 3.1(General) |
- |
8000 |
|
- |
| 3.1(General) |
- |
8000 |
|
- |
| 3.2, 3.2.1, Fig 1(Manufacture) |
- |
1000 |
|
- |
| 3.2.2, Fig 1(Dimensions) |
- |
1000 |
|
- |
| Table 1(Cl.3.2.2, and Fig.1)(Dimensions of Caps) |
- |
1000 |
|
- |
|
08 Dec, 2028 |
- Included w.e.f 30.01.2026 |
| 11 |
IS 10124 : Part 3 (2009) |
Fabricated PVC-U Fittings for Potable Water Supplies - Specification Part 3 Specific Requirements for Straight Reducers |
20 MM TO 630 MM |
10000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 3.1(General) |
- |
7000 |
|
- |
| 3.2, 3.2.1, Fig 1(Manufacture) |
- |
1000 |
|
- |
| 3.2.2, Fig 1(Dimensions) |
- |
1000 |
|
- |
| Table-1 (cl.3.2.2, Fig 1)(Dimensions of Straight Reducers) |
- |
1000 |
|
- |
|
08 Dec, 2028 |
- Included w.e.f. 27.01.2026 |
| 12 |
IS 10124 : Part 2 (2009) |
Fabricated pvc - U fittings for potable water supplies - Specification: Part 2 specific requirements for sockets (Second Revision) |
20 MM TO 630 MM |
10000 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)) |
- |
5000 |
|
- |
| 10.3 of IS 4985 & Cl. 3.1 of IS 12235(P-4)(Effect on water: Lead (Third Extraction)) |
- |
0 |
|
- |
| 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)) |
- |
0 |
|
- |
| 10.3 of IS 4985 & Cl. 3.2 of IS 12235(P-4)(Effect on water: Cadmium (all three extracts)) |
- |
0 |
|
- |
| 10.3 of IS 4985 & Cl. 3.2 of IS 12235(P-4)(Effect on water: Mercury (all three extracts)) |
- |
0 |
|
- |
| 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)) |
- |
0 |
|
- |
| 10.7 of IS 4985(Sulphated Ash content, Annex-B of IS 4985) |
- |
2000 |
|
- |
| 3.2.1, Table-1, Fig-1(Nominal size) |
- |
0 |
|
- |
| 3.2.1, Table-1, Fig-1(B) |
- |
0 |
|
- |
| 3.2.1, Table-1, Fig-1(Minimum wall thickness for working pressure) |
- |
1000 |
|
- |
| 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) |
- |
1000 |
|
- |
| 3.1(General) |
- |
1000 |
|
- |
| 10.3 of IS 4985 & Cl. 3.1 of IS 12235(P-4)(Effect on water: Lead (First Extraction)) |
- |
0 |
|
- |
| 10.3 of IS 4985 & Cl. 3.1 of IS 12235(P-4)(Effect on water: Lead (Third Extraction)) |
- |
0 |
|
- |
| 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)) |
- |
0 |
|
- |
| 10.3 of IS 4985 & Cl. 3.2 of IS 12235(P-4)(Effect on water: Cadmium (all three extracts)) |
- |
0 |
|
- |
| 10.3 of IS 4985 & Cl. 3.2 of IS 12235(P-4)(Effect on water: Mercury (all three extracts)) |
- |
0 |
|
- |
| 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)) |
- |
0 |
|
- |
| 10.7 of IS 4985(Sulphated Ash content, Annex-B of IS 4985) |
- |
0 |
|
- |
| 3.2.1, Table-1, Fig-1(Nominal size) |
- |
0 |
|
- |
| 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 |
|
- |
|
08 Dec, 2028 |
- Included w.e.f. 27.01.2026 |
| 13 |
IS 10124 : Part 1 (2009) |
Fabricated PVC-U Fittings for Potable Water Supplies - Specification Part 1 General Requirements (Second Revision) |
20 MM TO 630 MM |
10000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 3(Material) |
- |
0 |
|
- |
| 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)) |
- |
1000 |
|
- |
| 6.2(Short Term Hydraulic Test in accordance with Annex A) |
- |
2000 |
|
- |
| 8(Marking) |
- |
300 |
|
- |
| 3.2.3(socket, measurements) |
- |
300 |
|
- |
| 3.1(Material) |
- |
400 |
|
- |
| 6.3(Effect on water test) |
- |
5000 |
|
- |
| 3(Material) |
- |
0 |
|
- |
| 4(Size of fitting) |
- |
0 |
|
- |
| 5.1 Table-1 Fig.1(Dimension of Socket length) |
- |
0 |
|
- |
| 5.1.2 Table-1(Dimensions of mean inside diameter at mid-point of socket depth) |
- |
0 |
|
- |
| 5.1.3 (Out of Roundness Tolerance of Socket Inside Diameter) |
- |
0 |
|
- |
| 5.2 Table-2 Fig.2(Dimensions of socket for elastomeric sealing ring) |
- |
0 |
|
- |
| 6.1(Opacity test in accordance with IS 12235 (Part 3)) |
- |
0 |
|
- |
| 6.2(Short Term Hydraulic Test in accordance with Annex A) |
- |
0 |
|
- |
| 8(Marking) |
- |
0 |
|
- |
| 3.2.3(socket, measurements) |
- |
0 |
|
- |
| 3.1(Material) |
- |
0 |
|
- |
| 6.3(Effect on water test) |
- |
0 |
|
- |
|
08 Dec, 2028 |
- Included w.e.f. 27.01.2026 |
| 14 |
IS 7834 : Part 8 (1987) |
injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 8 Specific requirements for caps |
16 mm to 315 mm |
7800 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 |
|
- |
| 2.2.2 table 1(Laying length) |
- |
1000 |
|
- |
|
08 Dec, 2028 |
- Included w.e.f 30.01.2026
6.1.1 (VCM Content Test) |
| 15 |
IS 7834 : Part 7 (1987) |
injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 7 Specific requirements for unions |
16 MM TO 63 MM |
7800 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 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 |
|
- |
| 2.1(General) |
- |
1000 |
|
- |
| 2.2(Manufacture) |
- |
1000 |
|
- |
| 2.2.2, Table 1(Size) |
- |
500 |
|
- |
| 2.2.2, Table 1(Union Laying
Length) |
- |
500 |
|
- |
| 2.2.3( inside diameter of the socket) |
- |
1000 |
|
- |
| 2.2.3(Socket length) |
- |
1000 |
|
- |
| 2.1(General) |
- |
1000 |
|
- |
| 2.2(Manufacture) |
- |
1000 |
|
- |
| 2.2.2, Table 1(Size) |
- |
500 |
|
- |
| 2.2.2, Table 1(Union Laying
Length) |
- |
500 |
|
- |
| 2.2.3( inside diameter of the socket) |
- |
1000 |
|
- |
| 2.2.3(Socket length) |
- |
1000 |
|
- |
| 2.2.2 table 1(Laying length) |
- |
500 |
|
- |
|
08 Dec, 2028 |
- Included w.e.f 30.01.2026
6.1.1 (VCM Content Test) |
| 16 |
IS 7834 : Part 6 (1987) |
injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 6 Specific requirements for sockets |
16 MM T0 315 MM |
7800 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 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 |
|
- |
| 2.1(General) |
- |
1000 |
|
- |
| 2.2(Manufacture) |
- |
1000 |
|
- |
| 2.2.2, Table 1(Size) |
- |
500 |
|
- |
| 2.2.2, Table 1(Socket Laying
Length) |
- |
500 |
|
- |
| 2.2.3( inside diameter of the socket) |
- |
1000 |
|
- |
| 2.2.3(Socket length) |
- |
1000 |
|
- |
| 2.1(General) |
- |
1000 |
|
- |
| 2.2(Manufacture) |
- |
1000 |
|
- |
| 2.2.2, Table 1(Size) |
- |
1000 |
|
- |
| 2.2.2, Table 1(Socket Laying
Length) |
- |
500 |
|
- |
| 2.2.3( inside diameter of the socket) |
- |
1000 |
|
- |
| 2.2.3(Socket length) |
- |
1000 |
|
- |
| 2.2.2 table 1(Laying length) |
- |
500 |
|
- |
|
08 Dec, 2028 |
- Included w.e.f 30.01.2026
6.1.1 (VCM Content Test) |
| 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 |
16 MM TO 160 MM |
7800 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| table 1 sl.no: 01(16 (Z)
) |
- |
0 |
|
- |
| table 1 sl.no: 02(20 (Z)
) |
- |
0 |
|
- |
| table 1 sl.no: 03(25 (Z)
) |
- |
0 |
|
- |
| table 1 sl.no: 04(32 (Z)
) |
- |
0 |
|
- |
| table 1 sl.no: 05(40 (Z)
) |
- |
0 |
|
- |
| table 1 sl.no: 06(50 (Z)
) |
- |
0 |
|
- |
| table 1 sl.no: 07(63 (Z)
) |
- |
0 |
|
- |
| table 1 sl.no: 08(75 (Z)
) |
- |
0 |
|
- |
| table 1 sl.no: 09(90 (Z)
) |
- |
0 |
|
- |
| table 1 sl.no: 10(110 (Z)
) |
- |
0 |
|
- |
| table 1 sl.no: 11(125 (Z)
) |
- |
0 |
|
- |
| table 1 sl.no: 12(140 (Z)
) |
- |
0 |
|
- |
| table 1 sl.no: 13(160(z)) |
- |
0 |
|
- |
| table 1 sl.no: 01(16 (Z1)
) |
- |
0 |
|
- |
| table 1 sl.no: 02(20 (Z1)
) |
- |
0 |
|
- |
| table 1 sl.no: 03(25 (Z1)
) |
- |
0 |
|
- |
| table 1 sl.no: 04(32 (Z1)
) |
- |
0 |
|
- |
| table 1 sl.no: 05(40 (Z1)
) |
- |
0 |
|
- |
| table 1 sl.no: 06(50 (Z1)
) |
- |
0 |
|
- |
| table 1 sl.no: 07(63 (Z1)
) |
- |
0 |
|
- |
| table 1 sl.no: 08(75 (Z1)
) |
- |
0 |
|
- |
| table 1 sl.no: 09(90 (Z)
) |
- |
0 |
|
- |
| table 1 sl.no: 10(110 (Z1)
) |
- |
0 |
|
- |
| table 1 sl.no: 11(125 (Z1)
) |
- |
0 |
|
- |
| table 1 sl.no: 12(140 (Z1)
) |
- |
0 |
|
- |
| table 1 sl.no: 13(160(z1)) |
- |
0 |
|
- |
| 2.1(General) |
- |
6000 |
|
- |
| 2.2(Manufacture) |
- |
300 |
|
- |
| 2.2.2, Table 1(Size) |
- |
1000 |
|
- |
| 2.2.2, Table 1(45 ̊ Tees Laying
Length, Z) |
- |
0 |
|
- |
| 2.2.2, Table 1(45 ̊ Tees Laying
Length, Z1) |
- |
0 |
|
- |
| 2.2.3( inside diameter of the socket) |
- |
500 |
|
- |
| 2.2.3(Socket length) |
- |
0 |
|
- |
| 2.1(General) |
- |
0 |
|
- |
| 2.2(Manufacture) |
- |
0 |
|
- |
| 2.2.2, Table 1(Size) |
- |
0 |
|
- |
| 2.2.2, Table 1(45 ̊ Tees Laying
Length, Z) |
- |
0 |
|
- |
| 2.2.2, Table 1(45 ̊ Tees Laying
Length, Z1) |
- |
0 |
|
- |
| 2.2.3( inside diameter of the socket) |
- |
0 |
|
- |
| 2.2.3(Socket length) |
- |
0 |
|
- |
| 2.2.2 table 1(Laying length) |
- |
0 |
|
- |
| 2.2.2 table 1(Laying length) |
- |
0 |
|
- |
| 2.2.2 table 1(Laying length) |
- |
0 |
|
- |
| 2.2.2 table 1(Laying length) |
- |
0 |
|
- |
|
08 Dec, 2028 |
- 1 6.1.1 (VCM Content Test) VCM Content test Not required. |
| 18 |
IS 7834 : Part 4 (1987) |
injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 4 Specific requirements for 90 degree tees |
16 mm to 315 mm |
7800 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| table 1 sl.no: 01(16
) |
- |
0 |
|
- |
| table 1 sl.no: 02(20
) |
- |
0 |
|
- |
| table 1 sl.no: 03(25
) |
- |
0 |
|
- |
| table 1 sl.no: 04(32
) |
- |
0 |
|
- |
| table 1 sl.no: 05(40
) |
- |
0 |
|
- |
| table 1 sl.no: 06(50
) |
- |
0 |
|
- |
| table 1 sl.no: 07(63
) |
- |
0 |
|
- |
| table 1 sl.no: 08(75
) |
- |
0 |
|
- |
| table 1 sl.no: 09(90
) |
- |
0 |
|
- |
| table 1 sl.no: 10(110
) |
- |
0 |
|
- |
| table 1 sl.no: 11(125
) |
- |
0 |
|
- |
| table 1 sl.no: 12(140
) |
- |
0 |
|
- |
| table 1 sl.no: 13(160
) |
- |
0 |
|
- |
| table 1 sl.no: 14(
180
) |
- |
0 |
|
- |
| table 1 sl.no: 15(200
) |
- |
0 |
|
- |
| table 1 sl.no: 16(225
) |
- |
0 |
|
- |
| table 1 sl.no: 17(250.0) |
- |
0 |
|
- |
| table 1 sl.no: 18(280.0) |
- |
0 |
|
- |
| table 1 sl.no: 19(315.0) |
- |
0 |
|
- |
| 2.1(General) |
- |
6000 |
|
- |
| 2.2(Manufacture) |
- |
300 |
|
- |
| 2.2.2, Table 1(Size) |
- |
1000 |
|
- |
| 2.2.2, Table 1(90 ̊ Elbow Laying
Length) |
- |
0 |
|
- |
| 2.2.3( inside diameter of the socket) |
- |
500 |
|
- |
| 2.2.3(Socket length) |
- |
0 |
|
- |
| 2.1(General) |
- |
0 |
|
- |
| 2.2(Manufacture) |
- |
0 |
|
- |
| 2.2.2, Table 1(Size) |
- |
0 |
|
- |
| 2.2.2, Table 1(90 ̊ Elbow Laying
Length) |
- |
0 |
|
- |
| 2.2.3( inside diameter of the socket) |
- |
0 |
|
- |
| 2.2.3(Socket length) |
- |
0 |
|
- |
| 2.2.2 table 1(Laying length) |
- |
0 |
|
- |
| 2.2.2 table 1(Laying length) |
- |
0 |
|
- |
| 2.2.2 table 1(Laying length) |
- |
0 |
|
- |
| 2.2.2 table 1(Laying length) |
- |
0 |
|
- |
|
08 Dec, 2028 |
- 1 6.1.1 (VCM Content Test) VCM content test not required |
| 19 |
IS 7834 : Part 3 (1987) |
injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 3 Specific requirements for 90 degree elbows |
16 mm to 315 mm |
7800 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| cl 2.2.2(Dimensions) |
- |
1800 |
|
- |
| Cl. 2.1 (Ref. Cl. 6.3 of IS 7834 (part 1) : 1987(Effect on water - Lead (first extraction) - Appendix C ) |
- |
6000 |
|
- |
| Cl. 2.1 (Ref. Cl. 6.3 of IS 7834 (part 1) : 1987(Effect on water - Lead (third extraction) - Appendix C) |
- |
0 |
|
- |
| Cl. 2.1 (Ref. Cl. 6.3 of IS 7834 (part 1) : 1987(Effect on water - Dialkyl tin C4 and higher homologues measured as tin (third extraction) - Appendix C) |
- |
0 |
|
- |
| Cl. 2.1 (Ref. Cl. 6.3 of IS 7834 (part 1) : 1987(Effect on water - Other toxic substances (third extraction) - Appendix C) |
- |
0 |
|
- |
| 2.2.2 table 1(Laying length) |
- |
0 |
|
- |
| cl 2.2.2(Dimensions) |
- |
0 |
|
- |
| Cl. 2.1 (Ref. Cl. 6.3 of IS 7834 (part 1) : 1987(Effect on water - Lead (first extraction) - Appendix C ) |
- |
0 |
|
- |
| Cl. 2.1 (Ref. Cl. 6.3 of IS 7834 (part 1) : 1987(Effect on water - Lead (third extraction) - Appendix C) |
- |
0 |
|
- |
| Cl. 2.1 (Ref. Cl. 6.3 of IS 7834 (part 1) : 1987(Effect on water - Dialkyl tin C4 and higher homologues measured as tin (third extraction) - Appendix C) |
- |
0 |
|
- |
| Cl. 2.1 (Ref. Cl. 6.3 of IS 7834 (part 1) : 1987(Effect on water - Other toxic substances (third extraction) - Appendix C) |
- |
0 |
|
- |
| 2.2.2 table 1(Laying length) |
- |
0 |
|
- |
| cl 2.2.2(Dimensions) |
- |
0 |
|
- |
| Cl. 2.1 (Ref. Cl. 6.3 of IS 7834 (part 1) : 1987(Effect on water - Lead (first extraction) - Appendix C ) |
- |
0 |
|
- |
| Cl. 2.1 (Ref. Cl. 6.3 of IS 7834 (part 1) : 1987(Effect on water - Lead (third extraction) - Appendix C) |
- |
0 |
|
- |
| Cl. 2.1 (Ref. Cl. 6.3 of IS 7834 (part 1) : 1987(Effect on water - Dialkyl tin C4 and higher homologues measured as tin (third extraction) - Appendix C) |
- |
0 |
|
- |
| Cl. 2.1 (Ref. Cl. 6.3 of IS 7834 (part 1) : 1987(Effect on water - Other toxic substances (third extraction) - Appendix C) |
- |
0 |
|
- |
| 2.2.2 table 1(Laying length) |
- |
0 |
|
- |
| cl 2.2.2(Dimensions) |
- |
0 |
|
- |
| Cl. 2.1 (Ref. Cl. 6.3 of IS 7834 (part 1) : 1987(Effect on water - Lead (first extraction) - Appendix C ) |
- |
0 |
|
- |
| Cl. 2.1 (Ref. Cl. 6.3 of IS 7834 (part 1) : 1987(Effect on water - Lead (third extraction) - Appendix C) |
- |
0 |
|
- |
| Cl. 2.1 (Ref. Cl. 6.3 of IS 7834 (part 1) : 1987(Effect on water - Dialkyl tin C4 and higher homologues measured as tin (third extraction) - Appendix C) |
- |
0 |
|
- |
| Cl. 2.1 (Ref. Cl. 6.3 of IS 7834 (part 1) : 1987(Effect on water - Other toxic substances (third extraction) - Appendix C) |
- |
0 |
|
- |
| 2.2.2 table 1(Laying length) |
- |
0 |
|
- |
|
08 Dec, 2028 |
- 1 6.1.1 (VCM Content Test) VCM content not required. |
| 20 |
IS 7834 : Part 2 (1987) |
injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 2 Specific requirements for 45 degrees elbows |
16 mm to 315 mm |
7800 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| table 1 sl.no: 01(16
) |
- |
0 |
|
- |
| table 1 sl.no: 02(20
) |
- |
0 |
|
- |
| table 1 sl.no: 03(25
) |
- |
0 |
|
- |
| table 1 sl.no: 04(32
) |
- |
0 |
|
- |
| table 1 sl.no: 05(40
) |
- |
0 |
|
- |
| table 1 sl.no: 06(50
) |
- |
0 |
|
- |
| table 1 sl.no: 07(63
) |
- |
0 |
|
- |
| table 1 sl.no: 08(75
) |
- |
0 |
|
- |
| table 1 sl.no: 09(90
) |
- |
0 |
|
- |
| table 1 sl.no: 10(110
) |
- |
0 |
|
- |
| table 1 sl.no: 11(125
) |
- |
0 |
|
- |
| table 1 sl.no: 12(140
) |
- |
0 |
|
- |
| table 1 sl.no: 13(160
) |
- |
0 |
|
- |
| table 1 sl.no: 14(
180
) |
- |
0 |
|
- |
| table 1 sl.no: 15(200
) |
- |
0 |
|
- |
| table 1 sl.no: 16(225
) |
- |
0 |
|
- |
| table 1 sl.no: 17(250.0) |
- |
0 |
|
- |
| table 1 sl.no: 18(280.0) |
- |
0 |
|
- |
| table 1 sl.no: 19(315.0) |
- |
0 |
|
- |
| 2.1(General) |
- |
4000 |
|
- |
| 2.2(Manufacture) |
- |
300 |
|
- |
| 2.2.2, Table 1(Size) |
- |
1000 |
|
- |
| 2.2.2, Table 1(45 ̊ Elbow Laying
Length) |
- |
0 |
|
- |
| 2.2.3( inside diameter of the socket) |
- |
500 |
|
- |
| 2.2.3(socket length) |
- |
0 |
|
- |
| 2.1(General) |
- |
0 |
|
- |
| 2.2(Manufacture) |
- |
0 |
|
- |
| 2.2.2, Table 1(Size) |
- |
0 |
|
- |
| 2.2.2, Table 1(45 ̊ Elbow Laying
Length) |
- |
0 |
|
- |
| 2.2.3( inside diameter of the socket) |
- |
0 |
|
- |
| 2.2.3(socket length) |
- |
0 |
|
- |
| 6.4 PART-1(Short term hydraulic test) |
- |
2000 |
|
- |
| 2.2.2 table 1(Laying Length) |
- |
0 |
|
- |
| 6.4 PART-1(Short term hydraulic test) |
- |
0 |
|
- |
| 2.2.2 table 1(Laying Length) |
- |
0 |
|
- |
| 6.4 PART-1(Short term hydraulic test) |
- |
0 |
|
- |
| 2.2.2 table 1(Laying Length) |
- |
0 |
|
- |
| 6.4 PART-1(Short term hydraulic test) |
- |
0 |
|
- |
| 2.2.2 table 1(Laying Length) |
- |
0 |
|
- |
| 6.4 PART-1(Short term hydraulic test) |
- |
0 |
|
- |
| 2.2.2 table 1(Laying Length) |
- |
0 |
|
- |
|
08 Dec, 2028 |
- 1 6.1.1 (VCM Content Test) VCM content test not required. |
| 21 |
IS 7834 : Part 1 (1987) |
injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 1 General requirements |
16 MM TO 315 MM |
8500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl.4(Minimum Thickness) |
- |
500 |
|
- |
| Cl. 5.1.1, 5.1.2, Table 1, Fig 1(Minimum Socket Length) |
- |
1000 |
|
- |
| Cl. 5.1.1, 5.1.2, Table 1, Fig 1(Mean Socket Internal Diameter at Mid-Point of Socket Length) |
- |
1000 |
|
- |
| Cl. 5.1.1, 5.1.2, Table 1, Fig 1(Out-of-roundness tolerances of socket inside diameter) |
- |
1000 |
|
- |
| Cl. 6.1(Stress Relief Test- Appendix A) |
- |
2000 |
|
- |
| Cl. 6.2(Opacity- Appendix B) |
- |
2000 |
|
- |
| Cl. 6.3(Effect on Water[(Lead ( first extraction )]- Appendix C) |
- |
5000 |
|
- |
| Cl. 6.3(Effect on Water[(Lead ( third extraction )]- Appendix C) |
- |
5000 |
|
- |
| Cl. 6.3(Effect on Water [Dialkyl tin C4, and higher homologues, measured as tin ( third extraction )]- Appendix C) |
- |
5000 |
|
- |
| Cl. 6.3(Effect on Water [Other toxic substances ( third extraction )]- Appendix C) |
- |
5000 |
|
- |
| Cl. 6.4(Short-Term Hydraulic Test- Appendix D) |
- |
4000 |
|
- |
| 3(Size of Fitting -) |
- |
500 |
|
- |
| 4(Minimum thickness) |
- |
500 |
|
- |
| 5(Socket dimensions) |
- |
3000 |
|
- |
| 6.1(Stress Relief Test) |
- |
2000 |
|
- |
| 6.2(Opacity) |
- |
2000 |
|
- |
| 6.3(Effect on Water) |
- |
5000 |
|
- |
| 6.4(Short-Term Hydraulic Test) |
- |
4000 |
|
- |
| 7.2(Production Routine Tests) |
- |
5000 |
|
- |
| Cl 6.3(Effect on Water Lead (first extraction)) |
- |
5000 |
|
- |
| Cl 6.3(Effect on Water Lead (third extraction)) |
- |
5000 |
|
- |
| Cl 6.3(Effect on Water Dialkyl tin C4 and higher homologues(measuredas tin )(third extraction )) |
- |
5000 |
|
- |
| Cl 6.3(Effect on Water Cadmium (mean of first extraction, second extraction and third extraction)) |
- |
5000 |
|
- |
| Cl 6.3(Effect on Water Mercury (mean of first extraction, second extraction and third extraction)) |
- |
5000 |
|
- |
| CL 4.0(Wall thickness (average of 4.0)) |
- |
500 |
|
- |
| CL 5.1(Sockt Length ( Take 4 reading and minimum will be reported)) |
- |
1000 |
|
- |
|
08 Dec, 2028 |
- Included w.e.f. 27.01.2026
Exclusion: 6.1.1 (VCM Content Test) |
| 22 |
IS 8360 (2022) |
Fabricated Polyethylene Fittings for Water Supply � Specification (First Revision) |
20 MM TO 630 MM |
15000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 4(Materials) |
- |
10000 |
|
- |
| 5(Sizes and Designation of Fittings) |
- |
1000 |
|
- |
| 6(Visual Appearance) |
- |
500 |
|
- |
| 7(Dimensions of Fittings) |
- |
3000 |
|
- |
| 8.1(Hydraulic Characteristics) |
- |
6000 |
|
- |
| 8.2(Tensile Strength for Butt-Fusion) |
- |
3000 |
|
- |
| 9.1.2(Type Tests for Fittings Sizes) |
- |
6000 |
|
- |
| 9.2.2(Lot) |
- |
500 |
|
- |
| 9.2.3(Visual and Dimensional Requirements for Fabricated PE Fittings) |
- |
2000 |
|
- |
| 9.2.4.1(Fittings sizes up to 560 mm) |
- |
1000 |
|
- |
| 9.2.4.2(Fittings sizes including and above 630 mm) |
- |
1000 |
|
- |
| 10(Marking) |
- |
500 |
|
- |
| 4(Materials) |
- |
- |
|
- |
| 5(Sizes and Designation of Fittings) |
- |
- |
|
- |
| 6(Visual Appearance) |
- |
- |
|
- |
| 7(Dimensions of Fittings) |
- |
- |
|
- |
| 8.1(Hydraulic Characteristics) |
- |
- |
|
- |
| 8.2(Tensile Strength for Butt-Fusion) |
- |
- |
|
- |
| 9.1.2(Type Tests for Fittings Sizes) |
- |
- |
|
- |
| 9.2.2(Lot) |
- |
- |
|
- |
| 9.2.3(Visual and Dimensional Requirements for Fabricated PE Fittings) |
- |
- |
|
- |
| 9.2.4.1(Fittings sizes up to 560 mm) |
- |
- |
|
- |
| 9.2.4.2(Fittings sizes including and above 630 mm) |
- |
- |
|
- |
| 10(Marking) |
- |
- |
|
- |
|
08 Dec, 2028 |
- Included w.e.f 31.12.2025 |
| 23 |
IS 8008 (2022) |
Injection Moulded/Machined Polyethylene Fittings for Water Supply � Specification ( Second Revision ) |
20 MM TO 630 MM |
30000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 4.1(Material) |
- |
10000 |
|
- |
| 4.2(Material) |
- |
10000 |
|
- |
| 4.1(Material) |
- |
10000 |
|
- |
| 4.2(Material) |
- |
10000 |
|
- |
| 4.3(Rework Material) |
- |
0 |
|
- |
| 5(COLOUR) |
- |
500 |
|
- |
| 6.1(The nominal outside diameter) |
- |
1000 |
|
- |
| 6.2(Bends, tees, pipe ends and end caps designation) |
- |
2000 |
|
- |
| 7(WELD LENGTH) |
- |
1000 |
|
- |
| 8(VISUAL APPEARANCE) |
- |
500 |
|
- |
| 9.1(DIMENSIONS OF FITTINGS) |
- |
5000 |
|
- |
| 9.2(DIMENSIONS OF FITTINGS) |
- |
5000 |
|
- |
| 9.3(DIMENSIONS OF FITTINGS) |
- |
5000 |
|
- |
| 10.1.1(Length of Pipe for Welding Test) |
- |
1000 |
|
- |
| 10.1.2(Sandwich Flange Hydraulic Testing) |
- |
6000 |
|
- |
| 10.2(Carbon Black Content and Dispersion) |
- |
3000 |
|
- |
| 10.3(Melt Flow Rate) |
- |
3000 |
|
- |
| 10.4(Density) |
- |
2000 |
|
- |
| 10.5(Oxidation Induction Time) |
- |
3000 |
|
- |
| 10.6(Overall Migration) |
- |
3000 |
|
- |
| 11.1(Type Tests) |
- |
10000 |
|
- |
| 11.2(Acceptance Tests) |
- |
10000 |
|
- |
|
08 Dec, 2028 |
- Included w.e.f 31.12.2025 |
| 24 |
IS 15801 (2008) |
Polypropylene - Random copolymer pipes for hot and cold water supplies - Specification |
16-200 MM |
100000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl 4( Designation) |
- |
500 |
|
- |
| Cl 7(Dimensions Of Pipes) |
- |
1000 |
|
- |
| Cl 8(Visual Appearance) |
- |
500 |
|
- |
| Cl 9.1(Hydraulic Characteristics) |
- |
10000 |
|
- |
| Cl 9.2(Fusion Compatibility) |
- |
5000 |
|
- |
| Cl 9.3(Reversion Test ) |
- |
3000 |
|
- |
| Cl 9.4 & Annex B(Impact Strength) |
- |
2000 |
|
- |
| Cl 9.5(Density) |
- |
2000 |
|
- |
| Cl 9.6(Melt Flow Rate) |
- |
3000 |
|
- |
| Cl 9.7(Carbon Black Content & Dispersion) |
- |
3000 |
|
- |
| Cl 9.8(Thermal Stability By Hydrostatic Pressure Testing) |
- |
80000 |
|
- |
| Cl 9.9(Opacity) |
- |
2000 |
|
- |
| 5(Colour) |
- |
500 |
|
- |
|
08 Dec, 2028 |
- included w.e.f 14.01.2026 |
| 25 |
IS 12785 (1994) |
Irrigation equipment - Strainer - Type filters - Specification (first revision) |
All Variety |
9500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 4.1.1(Zinc Coating - IS 4736) |
- |
0 |
|
- |
| 4.1.1(General) |
- |
500 |
|
- |
| 4.1.1(General) |
- |
500 |
|
- |
| 4.1.1(General) |
- |
500 |
|
- |
| 4.1.1(General) |
- |
500 |
|
- |
| 4.1.1(General) |
- |
500 |
|
- |
| 4.1.1(General - The hot dip galvanizing shall be done in accordance with IS 4736 with a minimum zinc coating) |
- |
0 |
|
- |
| 4.1.1(General - Thickness of powder coating
IS 5116.) |
- |
1000 |
|
- |
| 4.1.2(General) |
- |
500 |
|
- |
| 4.1.2(General) |
- |
500 |
|
- |
| 4.1.3(General) |
- |
500 |
|
- |
| 4.1.4(General) |
- |
500 |
|
- |
| 4.2.1(Strainer Housing) |
- |
1000 |
|
- |
| 4.2.2(Strainer Housing) |
- |
1000 |
|
- |
| 4.2.3(Strainer Housing) |
- |
1000 |
|
- |
| 4.3.1(Connections
IS 2643 : 1975.) |
- |
1000 |
|
- |
| 4.3.3(Connections) |
- |
1000 |
|
- |
| 4.3.4(Connections) |
- |
1000 |
|
- |
| 6.1(MECHANiCAL TESTS) |
- |
6000 |
|
- |
| 6.1(MECHANiCAL TESTS) |
- |
6000 |
|
- |
| 6.2(MECHANiCAL TESTS ) |
- |
6000 |
|
- |
| 6.3(MECHANiCAL TESTS ) |
- |
6000 |
|
- |
| 6.4(MECHANiCAL TESTS ) |
- |
6000 |
|
- |
| 6.5(MECHANiCAL TESTS ) |
- |
6000 |
|
- |
| 4.1(General) |
- |
500 |
|
- |
| 4.2(Strainer Housing) |
- |
1000 |
|
- |
| 4.3(Connections) |
- |
1000 |
|
- |
| 6.1(Resistance of strainer to internal hydrostatic pressure) |
- |
3000 |
|
- |
| 6.2(Resistance to internal hydrostatic pressure at high
temperature) |
- |
3000 |
|
- |
| 6.3(Resistance of fitter element to buckling or tearing) |
- |
3000 |
|
- |
| 6.4(Tightness of Filter Element) |
- |
3000 |
|
- |
| 6.5(Clean pressure drop) |
- |
4000 |
|
- |
| 7(Marking) |
- |
500 |
|
- |
| 4.3.2(Connections
IS 6418 : 1971) |
- |
1000 |
|
- |
|
08 Dec, 2028 |
- Included w.e.f 17.02.2026 |
| 26 |
IS 15265 (2003) |
Flexible pvc pipes or polymer reinforced thermoplastic hoses for suction and delivery lines of agricultural pumps - Specification |
12.5MM TO 200 MM |
28000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 5.1 Table 1(Internal Diameter) |
- |
1000 |
|
- |
| 5.2 Table 2(Length) |
- |
1000 |
|
- |
| 6.1 Table 3(Hydrostatic test atatmospheric condition) |
- |
4000 |
|
- |
| 6.2 Table 4(Hydrostatic test at 55± 2°C) |
- |
5000 |
|
- |
| 6.3(Pressure Impulse Test Annex B) |
- |
10000 |
|
- |
| 6.4(Vaccum Test requirement Annex C) |
- |
3000 |
|
- |
| 6.5(Reinforce Facture Test Requirement Annex D) |
- |
8000 |
|
- |
| 6.6(Minimum Bend Radius Requirement- Annex E ) |
- |
2000 |
|
- |
| 6.7(Cold Bend Radius Requirement- Annex E ) |
- |
3000 |
|
- |
| 6.8(Loss in Mass on Heating- Annex F) |
- |
2000 |
|
- |
| 6.9(Effect of Sunlight) |
- |
4000 |
|
- |
| 5.1 Table 1(Internal Diameter) |
- |
- |
|
- |
| 5.2 Table 2(Length) |
- |
- |
|
- |
| 6.1 Table 3(Hydrostatic test atatmospheric condition) |
- |
- |
|
- |
| 6.2 Table 4(Hydrostatic test at 55± 2°C) |
- |
- |
|
- |
| 6.3(Pressure Impulse Test Annex B) |
- |
- |
|
- |
| 6.4(Vaccum Test requirement Annex C) |
- |
- |
|
- |
| 6.5(Reinforce Facture Test Requirement Annex D) |
- |
- |
|
- |
| 6.6(Minimum Bend Radius Requirement- Annex E ) |
- |
- |
|
- |
| 6.7(Cold Bend Radius Requirement- Annex E ) |
- |
- |
|
- |
| 6.8(Loss in Mass on Heating- Annex F) |
- |
- |
|
- |
| 6.9(Effect of Sunlight) |
- |
- |
|
- |
|
08 Dec, 2028 |
- included w.e.f 14.01.2026 |
| 27 |
IS 17546 (2021) |
Chlorinated polyvinyl chloride CPVC fittings for potable hot and cold water distribution supplies Specification |
15 MM TO 150 MM |
100000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 3.1(Nominal Size(DN)) |
- |
500 |
|
- |
| 3.2(Nominal Outside Diameter) |
- |
500 |
|
- |
| 3.3(Mean Inside Diameter of Socket at Entry) |
- |
1000 |
|
- |
| 3.4(Mean Inside Diameter of Socket at Shoulder (Bottom)) |
- |
1000 |
|
- |
| 3.4(Mean Inside Diameter of Socket at Shoulder (Bottom)) |
- |
1000 |
|
- |
| 3.5(Out-of-Roundness (Ovality)) |
- |
1000 |
|
- |
| 3.6(Nominal Wall Thickness) |
- |
500 |
|
- |
| 3.7(Minimum Wall Thickness) |
- |
500 |
|
- |
| 3.8(Tolerance) |
- |
500 |
|
- |
| 3.9(Working Pressure) |
- |
500 |
|
- |
| 3.1(Standard Dimension Ratio) |
- |
500 |
|
- |
| 3.11(Type Tests) |
- |
70000 |
|
- |
| 3.11(Acceptance Tests) |
- |
40000 |
|
- |
| 6(Composition) |
- |
10000 |
|
- |
| 7(Dimensions of fitting) |
- |
2000 |
|
- |
| 8.2(Opacity) |
- |
2000 |
|
- |
| 8.1(Visual Appearance) |
- |
500 |
|
- |
| 8.3(Stress Relief Test) |
- |
2000 |
|
- |
| 8.4(Vicat softening Temperature) |
- |
2500 |
|
- |
| 8.5(Density) |
- |
2500 |
|
- |
| 8.6(Effect on water) |
- |
5000 |
|
- |
| 9(Mechanical Properties) |
- |
80000 |
|
- |
| 11(Marking) |
- |
500 |
|
- |
| Cl-6.2.2(Compound Chlorine Content) |
- |
3000 |
|
- |
| Cl-6.2.5(Verification of the Malfunction Temperature) |
- |
10000 |
|
- |
| Cl-9.1(Hydrostatic Characteristics) |
- |
20000 |
|
- |
| Cl-9.2(Thermal Stability by Hydrostatic Pressure Testing) |
- |
70000 |
|
- |
|
08 Dec, 2028 |
- Included w.e.f 30.01.2026 |
| 28 |
IS 15328 (2003) |
Unplasticized Non-Pressure Polyvinyl Chloride ( PVC -U ) Pipes for use in Underground Drainage and Sewerage Systems - |
63 TO 630 |
25000 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.) |
- |
3000 |
|
- |
| 6.1,6.1.1
IS 12235 (Part 1)
Table 1(Dimension of Pipes:
Mean outside Diameter, dem) |
- |
1000 |
|
- |
| 6.1,6.1.1
IS 12235 (Part 1)
Table 1(Outside Diameter at any point, de) |
- |
1000 |
|
- |
| 6.1.2
IS 4985
Table 2(Wall Thickness, e ) |
- |
500 |
|
- |
| 6.1.3 (Length of Pipe) |
- |
1000 |
|
- |
| 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) |
- |
1000 |
|
- |
| 6.1.4,
Table 3(ii) Min. depth of engagement, A. ) |
- |
1000 |
|
- |
| 6.1.4
Table 3(iii) Depth of sealing Zone C ) |
- |
1000 |
|
- |
| 6.1.4,
Table 3(iv) Length of spigot, l1) |
- |
1000 |
|
- |
| 6.1.4,
Table 3(v) Chamfer length, H : Approx.) |
- |
1000 |
|
- |
| 6.1.4.1
(wall thickness of sockets
e2 min=0.9e
) |
- |
500 |
|
- |
| 6.1.4.1
(e3min=0.75e) |
- |
500 |
|
- |
| 6.1.4,
Table 4(b) Solvent Cement Joint sockets and
spigot ends
i) Mean inside dia. Of socket, dsm) |
- |
1000 |
|
- |
| 6.1.4,
Table 4(ii) Length of Solvent Cement socket, l2 ) |
- |
1000 |
|
- |
| 6.1.4,
Table 4(iii) Length of spigot, l1, 100 mm Min.) |
- |
1000 |
|
- |
| 6.1.4,
Table 4(iv) Chamfer length, H, 7 mm Approx.) |
- |
1000 |
|
- |
| 7(Physical characteristics
) |
- |
16000 |
|
- |
| 7.1(Appearance:-
) |
- |
500 |
|
- |
| 7.1(Appearance:-
) |
- |
500 |
|
- |
| 7.2(Colour ) |
- |
500 |
|
- |
| 7.3
IS 1223S
( Part 2)(Vicat Softening Temperature
When determined according to IS 1223S
( Part 2), shall not be lessthan 79°C.) |
- |
2000 |
|
- |
| 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.) |
- |
2500 |
|
- |
| 8(MECHANICAL CHARACTERISTICS) |
- |
16000 |
|
- |
| 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.) |
- |
3000 |
|
- |
| 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) |
- |
4000 |
|
- |
| 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)
) |
- |
8000 |
|
- |
| 8.3
IS 12235 ( Part 8/ Sec 1 )
Table 6(b) Type Test:(1000h at 60 0 C)
) |
- |
8000 |
|
- |
| 9
9.1, IS 5382(JOINTS:-
a) Elastomeric Sealing Rings) |
- |
1000 |
|
- |
| 9.2
IS 14182(b) Solvent cement) |
- |
1000 |
|
- |
| 10(Performance requirements) |
- |
1000 |
|
- |
| 10.1.1
Annex D(Internal hydrostatic pressure test for elastomeric sealing ring joints) |
- |
10000 |
|
- |
| 10.1.2
Annex E(Internal negative hydrostatic pressure test (internal vacuum) for elastomeric sealing ring joints) |
- |
5000 |
|
- |
| 10.2.1(Internal hydrostatic pressure test for solvent cemented Joints) |
- |
8000 |
|
- |
| 10.2.2(Internal negative hydrostatic pressure test (internal vacuum)for solvent cemented joints) |
- |
10000 |
|
- |
| '7.5 (amdt.7)(Effect on Water (Type test)) |
- |
5000 |
|
- |
| 5.3(Qualitative) |
- |
1000 |
|
- |
| 12(Marking) |
- |
500 |
|
- |
| 5,5.2(Composition of the material
The material shall contain a minimum of
0.3 percent of rutile grade titanium dioxide.) |
- |
- |
|
- |
| 6.1,6.1.1
IS 12235 (Part 1)
Table 1(Dimension of Pipes:
Mean outside Diameter, dem) |
- |
- |
|
- |
| 6.1,6.1.1
IS 12235 (Part 1)
Table 1(Outside Diameter at any point, de) |
- |
- |
|
- |
| 6.1.2
IS 4985
Table 2(Wall Thickness, e ) |
- |
- |
|
- |
| 6.1.3 (Length of Pipe) |
- |
- |
|
- |
| 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) |
- |
- |
|
- |
| 6.1.4,
Table 3(ii) Min. depth of engagement, A. ) |
- |
- |
|
- |
| 6.1.4
Table 3(iii) Depth of sealing Zone C ) |
- |
- |
|
- |
| 6.1.4,
Table 3(iv) Length of spigot, l1) |
- |
- |
|
- |
| 6.1.4,
Table 3(v) Chamfer length, H : Approx.) |
- |
- |
|
- |
| 6.1.4.1
(wall thickness of sockets
e2 min=0.9e
) |
- |
- |
|
- |
| 6.1.4.1
(e3min=0.75e) |
- |
- |
|
- |
| 6.1.4,
Table 4(b) Solvent Cement Joint sockets and
spigot ends
i) Mean inside dia. Of socket, dsm) |
- |
- |
|
- |
| 6.1.4,
Table 4(ii) Length of Solvent Cement socket, l2 ) |
- |
- |
|
- |
| 6.1.4,
Table 4(iii) Length of spigot, l1, 100 mm Min.) |
- |
- |
|
- |
| 6.1.4,
Table 4(iv) Chamfer length, H, 7 mm Approx.) |
- |
- |
|
- |
| 7(Physical characteristics
) |
- |
- |
|
- |
| 7.1(Appearance:-
) |
- |
- |
|
- |
| 7.1(Appearance:-
) |
- |
- |
|
- |
| 7.2(Colour ) |
- |
- |
|
- |
| 7.3
IS 1223S
( Part 2)(Vicat Softening Temperature
When determined according to IS 1223S
( Part 2), shall not be lessthan 79°C.) |
- |
- |
|
- |
| 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.) |
- |
- |
|
- |
| 8(MECHANICAL CHARACTERISTICS) |
- |
- |
|
- |
| 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.) |
- |
- |
|
- |
| 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) |
- |
- |
|
- |
| 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)
) |
- |
- |
|
- |
| 8.3
IS 12235 ( Part 8/ Sec 1 )
Table 6(b) Type Test:(1000h at 60 0 C)
) |
- |
- |
|
- |
| 9
9.1, IS 5382(JOINTS:-
a) Elastomeric Sealing Rings) |
- |
- |
|
- |
| 9.2
IS 14182(b) Solvent cement) |
- |
- |
|
- |
| 10(Performance requirements) |
- |
- |
|
- |
| 10.1.1
Annex D(Internal hydrostatic pressure test for elastomeric sealing ring joints) |
- |
- |
|
- |
| 10.1.2
Annex E(Internal negative hydrostatic pressure test (internal vacuum) for elastomeric sealing ring joints) |
- |
- |
|
- |
| 10.2.1(Internal hydrostatic pressure test for solvent cemented Joints) |
- |
- |
|
- |
| 10.2.2(Internal negative hydrostatic pressure test (internal vacuum)for solvent cemented joints) |
- |
- |
|
- |
| '7.5 (amdt.7)(Effect on Water (Type test)) |
- |
- |
|
- |
| 5.3(Qualitative) |
- |
- |
|
- |
| 12(Marking) |
- |
- |
|
- |
|
08 Dec, 2028 |
- included w.e.f 05.01.2026 |
| 29 |
IS 13487 (2024) |
Irrigation Equipment — Emitters — Specification |
All Variety |
7000 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) |
- |
4000 |
|
- |
| 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) |
- |
1000 |
|
- |
| Cl-7.2(Flow Paths in Emitter) |
- |
1000 |
|
- |
| Cl-7.3(Resistance to Hydrostatic Pressure) |
- |
3000 |
|
- |
| Cl-7.4(Emitter Pull-Out) |
- |
2000 |
|
- |
| Cl-7.4.1(In-Line Emitters) |
- |
4000 |
|
- |
| Cl-7.4.2(On-Line Emitters) |
- |
4000 |
|
- |
| Cl-8.1.1(Uniformity of Emission Rate) |
- |
3000 |
|
- |
| Cl-8.1.2(Emission Rate as Function of Inlet Pressure) |
- |
3000 |
|
- |
| Cl-8.1.3(Determination of Emitter Exponent) |
- |
3000 |
|
- |
| Cl-9(Marking) |
- |
500 |
|
- |
|
08 Dec, 2028 |
- Included w.e.f. 27.01.2026 |
| 30 |
IS 14743 (2024) |
Irrigation equipment - Hydrocyclone filters - Specification (First Revision) |
All Variety |
35000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl-4.1.1(The parts of hydrocyclone filter) |
- |
500 |
|
- |
| Cl-4.1.2(Metallic body or parts) |
- |
0 |
|
- |
| Cl-4.1.3(Plastic body or parts) |
- |
1000 |
|
- |
| Cl-4.2(Construction) |
- |
500 |
|
- |
| Cl-4.3(Cyclonic Vessel) |
- |
500 |
|
- |
| Cl-4.4(Connections) |
- |
1000 |
|
- |
| Cl-5.1(Resistance to Internal Hydrostatic Pressure) |
- |
8000 |
|
- |
| Cl-5.2(Resistance to Internal Hydrostatic Pressure at Elevated Temperatures) |
- |
8000 |
|
- |
| Cl-5.3(Pressure Drop Versus Flow) |
- |
15000 |
|
- |
| Cl-5.3.1(Test Period) |
- |
500 |
|
- |
| Cl-5.3.2(Loading Rate) |
- |
500 |
|
- |
| Cl-5.3.3(Flows) |
- |
1000 |
|
- |
| Cl-5.3.3(Flows) |
- |
1000 |
|
- |
| Cl-5.3.4(Testing Sequence) |
- |
1000 |
|
- |
| Cl-5.3.5(Results) |
- |
1000 |
|
- |
| Cl-5.3.6(Observation) |
- |
1000 |
|
- |
| Cl-5.4(Cyclic Pressure Test) |
- |
20000 |
|
- |
| Cl-8(Marking) |
- |
500 |
|
- |
| Cl-4.1.1(The parts of hydrocyclone filter) |
- |
1000 |
|
- |
| Cl-4.1.2(Metallic body or parts) |
- |
0 |
|
- |
| Cl-4.1.3(Plastic body or parts) |
- |
1000 |
|
- |
| Cl-4.2(Construction) |
- |
500 |
|
- |
| Cl-4.3(Cyclonic Vessel) |
- |
1000 |
|
- |
| Cl-4.4(Connections) |
- |
1000 |
|
- |
| Cl-5.1(Resistance to Internal Hydrostatic Pressure) |
- |
8000 |
|
- |
| Cl-5.2(Resistance to Internal Hydrostatic Pressure at Elevated Temperatures) |
- |
8000 |
|
- |
| Cl-5.3(Pressure Drop Versus Flow) |
- |
15000 |
|
- |
| Cl-5.3.1(Test Period) |
- |
1000 |
|
- |
| Cl-5.3.2(Loading Rate) |
- |
1000 |
|
- |
| Cl-5.3.3(Flows) |
- |
500 |
|
- |
| Cl-5.3.3(Flows) |
- |
500 |
|
- |
| Cl-5.3.4(Testing Sequence) |
- |
500 |
|
- |
| Cl-5.3.5(Results) |
- |
1000 |
|
- |
| Cl-5.3.6(Observation) |
- |
500 |
|
- |
| Cl-5.4(Cyclic Pressure Test) |
- |
15000 |
|
- |
| Cl-8(Marking) |
- |
500 |
|
- |
|
08 Dec, 2028 |
- included w.e.f 05.01.2026 |