| 1 |
IS 4984 (2016) |
Polyethylene pipes for water supply - Specification (Fifth Revision) |
PE 63, PE 80 and PE 100 |
21000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 8.10(Slow Crack Growth Rate) |
- |
2500 |
|
- |
| 8.9 table-6(Elongation at Break) |
- |
1500 |
|
- |
| 8.8(Tensile Strength for Butt-fusion) |
- |
1500 |
|
- |
| 8.7(Density) |
- |
1500 |
|
- |
| 8.4( Melt Flow Rate) |
- |
2000 |
|
- |
| 8.2(Longitudinal Reversion Test) |
- |
2000 |
|
- |
| 8.1.2 table -5(Internal Pressure Creep Rupture Test of Pipe Joints) |
- |
10000 |
|
- |
| 8,/8.1/8.1.1 table-5(PERFORMANCE REQUIREMENTS / Hydraulic Characteristics/ Internal Pressure Creep Rupture Test of Pipe) |
- |
10000 |
|
- |
| 7.4.1.2(Ovality) |
- |
1000 |
|
- |
| Cl-7.4(Mean Outside Diameter (For upto 50 mm take 8 reading, above 50mm take 6 reading & average will be reported)) |
- |
1000 |
|
- |
| 7.2(Length) |
- |
500 |
|
- |
| 6.2.1(6.1.1 Identification Stripes) |
- |
500 |
|
- |
| 6.2(Colour) |
- |
500 |
|
- |
| 6.1.4(PIPE DESCRIPTION) |
- |
0 |
|
- |
| 6.1.3 (PIPE DESCRIPTION) |
- |
0 |
|
- |
| 6, 6.1.2(PIPE DESCRIPTION) |
- |
0 |
|
- |
| 6, 6.1.1(PIPE DESCRIPTION) |
- |
0 |
|
- |
| 6, 6.1(PIPE DESCRIPTION) |
- |
0 |
|
- |
| 8.6(Overall migration) |
- |
2000 |
|
- |
| 8.3(Carbon black) |
- |
2000 |
|
- |
| 5.4(Anti oxydent) |
- |
2000 |
|
- |
| 5.3(e)(Carbon Black Master Batch) |
- |
2000 |
|
- |
| 5.3(d)(Carbon Black Master Batch) |
- |
2000 |
|
- |
| 5.3(c)(Carbon Black Master Batch) |
- |
2000 |
|
- |
| 5.3(b)(Carbon Black Master Batch) |
- |
2000 |
|
- |
| 5.3 (a)(Carbon Black Master Batch) |
- |
2000 |
|
- |
| 5.2(Polyethylene Resin) |
- |
2000 |
|
- |
| 5, 5.1 table-1(MATERIALS) |
- |
0 |
|
- |
| 5.2(Density) |
- |
2000 |
|
- |
| 5.2(Volatile matter Content) |
- |
2000 |
|
- |
| Clause 7.1(Visual Apperance) |
- |
1000 |
|
- |
| Clause 7.3(Coiling) |
- |
1000 |
|
- |
| Clause 8.3(Carbon Black content) |
- |
1000 |
|
- |
| Clause 8.3(Carbon Black Dispersion) |
- |
1000 |
|
- |
| CL 7.4(Wall Thickness (Take 8 reading & Minimum and Maximum reported)) |
- |
1000 |
|
- |
| Table-2 (iii, iv)(Thermal Stability (Oxidation Induction Time), Volatile Matter) |
- |
3000 |
|
- |
|
18 Mar, 2029 |
- - |
| 2 |
IS 14333 (2022) |
Polyethylene Pipes for Sewerage and Industrial Chemicals and Effluent � Specification (First Revision) |
PE 63, PE 80, PE 100 |
27000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 5.2.1,T2("Base Density
(At 27°C Temp.)-IS 7328:2020 ") |
- |
1000 |
|
- |
| 5.2.1,T2(Melt Flow Rate (At 190°C /5kg)-IS 2530:1963) |
- |
1000 |
|
- |
| 5.2.1,T2("Volatile Matter- IS 4984:2016
(Annexure-C)") |
- |
1000 |
|
- |
| 5.2.1,T2("Water Content-IS 4984:2016
(Annexure-D)") |
- |
1000 |
|
- |
| 5.2.1.1, T2(Compound Density-IS 7328:2020) |
- |
1000 |
|
- |
| 5.2.1.1, T2("Compound carbon black -IS 2530:1963
content") |
- |
1000 |
|
- |
| 5.2.1.1, T2(Compound Toluene extract - Any Method) |
- |
1000 |
|
- |
| 5.2.1.1, T2(Compound maximum volatile matter -IS 4984:2016 (Annexure-C)) |
- |
1000 |
|
- |
| 5.2.1.1, T2(Compound carbon black particle size- Any Method) |
- |
1000 |
|
- |
| 5.2.1.1, T2(Compound ash content - Any Method) |
- |
1000 |
|
- |
| 5.2.1.1, T2("Compound carbon black -IS 2530:1963
dispersion") |
- |
1000 |
|
- |
| 5.3(Density of Higher olefin - IS 7328:2020) |
- |
1000 |
|
- |
| 5.3(Olefin Constituents- 14333-2022) |
- |
1000 |
|
- |
| 5.3(Loading of Carbon Black - IS 2530:1963) |
- |
1000 |
|
- |
| 6(Pipe Description - IS 14333-2022) |
- |
500 |
|
- |
| 6.2(Colour- IS 14333-2022) |
- |
500 |
|
- |
| 7.1(Visual Appearance- IS 14333-2022) |
- |
500 |
|
- |
| 7.2(Length- IS 14333-2022) |
- |
500 |
|
- |
| 7.4,T3 of IS 4984(Outside Diameter-IS 4984-2016) |
- |
500 |
|
- |
| 7.4,T4 of IS 4984(wall Thickness-IS 4984-2016) |
- |
500 |
|
- |
| 7.4,T3 of IS 4984(Ovality-IS 4984-2016) |
- |
500 |
|
- |
| 8.1.1, T4(Internal Pressure creep Rupture test, Temperature - 27 oC , Test Period - 100 hrs.-IS 4984-2016 (Annexure-E)) |
- |
10000 |
|
- |
| 8.1.1, T4(Internal Pressure creep Rupture test, Temperature - 80 oC , Test Period - 48 hrs.-IS 4984-2016 (Annexure-E)) |
- |
10000 |
|
- |
| 8.1.1, T4(Internal Pressure creep Rupture test, Temperature - 80 oC , Test Period - 165 hrs.-IS 4984-2016 (Annexure-E)) |
- |
10000 |
|
- |
| 8.1.1, T4(Internal Pressure creep Rupture test, Temperature - 80 oC , Test Period - 1000 hrs.-IS 4984-2016 (Annexure-E)) |
- |
10000 |
|
- |
| 8.2("Longitudinal Reversion Test - IS 4984-2016
(Annexure-F)") |
- |
2000 |
|
- |
| 8.3(Carbon black content- IS 2530-1963) |
- |
1000 |
|
- |
| 8.3(Carbon black content Dispersion- IS 2530-1963) |
- |
1000 |
|
- |
| 8.4(Melt Flow rate(Temperature - 190oC,Mass 5kg)-IS 2530-1963) |
- |
2000 |
|
- |
| 8.6(Density-IS 7328:2020) |
- |
2000 |
|
- |
| 8.7("Tensile Strength for Butt Fusion - IS 4984-2016
(Annexure-G)") |
- |
3000 |
|
- |
| 8.8,T5("Tensile - IS 4984-2016
(Annexure-H)") |
- |
3000 |
|
- |
| 8.8,T5("Elongation -IS 4984-2016
(Annexure-H)") |
- |
3000 |
|
- |
| 8.9(Slow Crack Growth Rate{Internal Pressure creep Rupture test, Temperature - 80±1 oC , Test Pressure – 0.80MPa, Test Period - 500 hrs.-IS 4984-2016 (Annexure-E &J)) |
- |
10000 |
|
- |
| 5.4(Antioxidant - Any Method) |
- |
1000 |
|
- |
| 7.3(Coiling- IS 14333-2022) |
- |
1000 |
|
- |
| 5.2.1,T2(Thermal Stability(Oxidation Induction Time)-IS 4984:2016(Annexure-B)) |
- |
3000 |
|
- |
|
18 Mar, 2029 |
- - |
| 3 |
IS 4985 (2021) |
UNPLASTICIZED PVC PIPES FOR POTABLE WATER SUPPLIES SPECIFICATION Fourth Revision |
class 1 -6 & Group 1-3 |
20000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 10.1(Colour) |
- |
500 |
|
- |
| 10.1(Surface Finish) |
- |
500 |
|
- |
| 7.2.1.1 Table3(Angle of taper (Note-1)) |
- |
500 |
|
- |
| 10.7(Sulphated Ash Content) |
- |
2000 |
|
- |
| Cl-7.1(Mean out side Diameter (For less than or equal to 40 mm- Average of 8 , For higher diameters up to 110 mm average of 6)) |
- |
500 |
|
- |
| 7.1.1.1(DIMENSIONS-PIPE-Mean O.D. (Minimum)) |
- |
500 |
|
- |
| 7.1.1.1(DIMENSIONS-PIPE-Mean O.D. (Mamimum)) |
- |
500 |
|
- |
| 7.1.1.1(DIMENSIONS-PIPE-Mean O.D. Variation) |
- |
500 |
|
- |
| 7.1.1.2(DIMENSIONS-PIPE-O.D. at any Point (Minimum)) |
- |
500 |
|
- |
| 7.1.1.2(DIMENSIONS-PIPE-O.D. at any Point (Maximum)) |
- |
500 |
|
- |
| 7.1.1.2(DIMENSIONS-PIPE-Ovality (Maximum)) |
- |
500 |
|
- |
| 7.1.2.1(DIMENSIONS-PIPE-Thickness(Minimum)) |
- |
500 |
|
- |
| 7.1.2.1(DIMENSIONS-PIPE-Thickness(Maximum)) |
- |
500 |
|
- |
| 7.1.2.1(DIMENSIONS-PIPE-Average Thickness) |
- |
500 |
|
- |
| Cl- 7.2(Socket length (Take 4 reading & minimum will be reported)) |
- |
500 |
|
- |
| 7.2.1(DIMENSIONS-Socket) |
- |
500 |
|
- |
| 7.2.1.1-Table 3(DIMENSIONS-Socket-Sockets for solvent cement jointing-Minimum Length) |
- |
500 |
|
- |
| 7.2.1.1-Table 3(DIMENSIONS-Socket-Sockets for solvent cement jointing-Diameter at mid point of the socket length (Minimum)) |
- |
500 |
|
- |
| 7.2.1.1-Table 3(DIMENSIONS-Socket-Sockets for solvent cement jointing-Diameter at mid point of the socket length (Maximum)) |
- |
500 |
|
- |
| 7.2.1.2(a)-Table 5(DIMENSIONS-Sockets for elastomeric sealing ring joints-Minimum depth of engagement) |
- |
500 |
|
- |
| 7.2.1.2-Table 4(DIMENSIONS-Sockets for elastomeric sealing ring joints-Socket inner Diameter) |
- |
500 |
|
- |
| 8(SEALING RINGS) |
- |
500 |
|
- |
| 9.1(PIPE ENDS) |
- |
500 |
|
- |
| 10.1(PHYSICAL AND CHEMICAL CHARACTERISTICS-Visual Appearance) |
- |
500 |
|
- |
| 10.1.1(PHYSICAL AND CHEMICAL CHARACTERISTICS-Visual Appearance) |
- |
500 |
|
- |
| 10.2(PHYSICAL AND CHEMICAL CHARACTERISTICS-Opacity) |
- |
2000 |
|
- |
| 10.4(PHYSICAL AND CHEMICAL CHARACTERISTICS- Reversion Test) |
- |
2000 |
|
- |
| 10.5(PHYSICAL AND CHEMICAL CHARACTERISTICS- Vicat Softening Temperature) |
- |
2000 |
|
- |
| 10.6(PHYSICAL AND CHEMICAL CHARACTERISTICS- Density) |
- |
2000 |
|
- |
| 11.1-Table 6(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Type Test)) |
- |
10000 |
|
- |
| 11.1-Table 6(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Acceptance Test)) |
- |
10000 |
|
- |
| 11.1-Table 7(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Type Test)-for Integral Sealing Ring Sockets) |
- |
10000 |
|
- |
| 11.1-Table 7(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Acceptance Test)-for Integral Sealing Ring Sockets) |
- |
10000 |
|
- |
| 11.1.1(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Acceptance Test)-for Plumbing pipes) |
- |
10000 |
|
- |
| 11.2(Resistance to External Blows at 0°C) |
- |
2000 |
|
- |
| 10.3(Effect on Water Test) |
- |
5000 |
|
- |
| 6.1.2(PVC Resin) |
- |
2000 |
|
- |
| 7.1.3(mean outside diameter, outside diameter at
any point, and wall thickness of plumbing pipes) |
- |
500 |
|
- |
| 7.1.4(Length) |
- |
500 |
|
- |
| 6.1.1(VCM Content) |
- |
5000 |
|
- |
| 7.2.1.2b(Maximum inner diameter of groove) |
- |
250 |
|
- |
| 13.1(Marking) |
- |
500 |
|
- |
| 5(CLASSIFICATION OF PIPES) |
- |
500 |
|
- |
|
18 Mar, 2029 |
- - |
| 4 |
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 |
- - |
| 5 |
IS 12818 (2010) |
Unplasticized polyvinyl chloride (Pvc - U) screen and casing pipes for bore/tubewells - Specification (Second Revision) |
RMS,RDS,PMS,PDS,CS,CM,CD |
15000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 9.6(Vicat Softening Temperature
IS 12235 (Part 2).) |
- |
2000 |
|
- |
| 9.5(Tensile Strength
IS 12235(Part 13)) |
- |
2000 |
|
- |
| 9.4 and Table 14(Resistance to External Blows at 0 ?C
IS 12235 (Part 9)) |
- |
2000 |
|
- |
| 9.3(Density
IS 12235 (Part 14)) |
- |
1000 |
|
- |
| 9.2(Internal Diameter) |
- |
250 |
|
- |
| 9.1( Visual Appearance) |
- |
250 |
|
- |
| 8.4.1 and Table 13
Fig 3B & 4B(Dimensions of sealing elements) |
- |
250 |
|
- |
| 8.4(Sealing rings - Hardness) |
- |
500 |
|
- |
| 8.1 to 8.3 and Table 11 &12
Fig 3A & 4A(THREADING OF SCREEN ANDCASING PIPES.
IS 554.) |
- |
500 |
|
- |
| 7.5 and Table 10
Fig 2A & 2B(Approximate Free Passage Area, in Percent (Mean Value) for Width of Slot (w)) |
- |
500 |
|
- |
| 7.5 and Table 10
Fig 2A & 2B(Summation of slot lengths over internal circumference of the cross- section.) |
- |
500 |
|
- |
| 7.5 and Table 10
Fig 2A & 2B(Minimum number of slots on the circumference of the cross-section.) |
- |
500 |
|
- |
| 7.4 Table 8 & 9 Fig 1(Segmental length for Spigot (average of 4.0)) |
- |
500 |
|
- |
| 7.4 Table 8 & 9 Fig 1(Segmental length,mm for socket (average of 4.0)) |
- |
500 |
|
- |
| 7.4 Table 8 & 9
Fig 1(Segmental length, l3) |
- |
500 |
|
- |
| 7.4 Table 8 & 9
Fig 1(Effective length, l2) |
- |
500 |
|
- |
| 7.3.2(Rib height) |
- |
250 |
|
- |
| 7.3.1(No.of Ribs) |
- |
250 |
|
- |
| 7.2 and Table 5, 6 & 7
Fig 1B(Wall thickness, Max) |
- |
250 |
|
- |
| 7.2 and Table 5, 6 & 7
Fig 1B(Wall thickness, Min) |
- |
250 |
|
- |
| 7.1, 7.2 and Table 5, 6 & 7 Fig 1B(Mean outside dia over connection,mm (Take 4 reading and maximum valu reported)) |
- |
250 |
|
- |
| 7.1, 7.2 and Table 5, 6 & 7 Fig 1B(Outer Diameter at any point, Max) |
- |
250 |
|
- |
| 7.1, 7.2 and Table 5, 6 & 7 Fig 1B(Outer Diameter at any point , Min) |
- |
250 |
|
- |
| 7.2 and Table 5, 6 & 7
Fig 1B(Mean Outer Diameter of Pipe , Max) |
- |
250 |
|
- |
| 7.2 and Table 5, 6 & 7
Fig 1B(Mean Outer Diameter of Pipe, Min) |
- |
250 |
|
- |
| 7.2 and Table 5, 6 & 7
Fig 1B(Nominal Diameter) |
- |
250 |
|
- |
| 9.7(Effect on Water
a) Lead (first extraction)
b) Lead (Third extraction)
c) Dialkyl Tin C4 & higher homologues measured as Tin (Third extraction)
d) Cadmium (All three extracts)
e) Mercury (All three extracts)
f) Other Toxic Substances
) |
- |
3000 |
|
- |
| 4.1.1 (Ref. 3.4.1. of IS 10151)(Composition - The monomer content (VCM content) in the
resin - Annex A ofIS 10151) |
- |
2500 |
|
- |
| 5(COLOUR) |
- |
500 |
|
- |
| 8(Marking) |
- |
500 |
|
- |
|
18 Mar, 2029 |
- - |
| 6 |
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 |
- - |
| 7 |
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 |
| 8 |
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 |
| 9 |
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 |
| 10 |
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 |
| 11 |
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 |
| 12 |
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 |
| 13 |
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 |
| 14 |
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 |
| 15 |
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 |
| 16 |
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 |
| 17 |
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 |
| 18 |
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 |
| 19 |
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 |
| 20 |
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 |
| 21 |
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 |
| 22 |
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 |
| 23 |
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 |
| 24 |
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 |
| 25 |
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 |
| 26 |
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 |
| 27 |
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 |
| 28 |
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 |
| 29 |
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 |
| 30 |
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 |