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B-50, Sector 2, Noida, Noida, Gautam Buddha Nagar, Uttar Pradesh, 201301

9810820552 accuratetestsunit2@gmail.com

Scope List

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46 Results

S.No.

Indian Standard No.

Product

Grade / Type / Size / Designation etc.

Testing Charges (Excl. Of Taxes)

Validity Date

Remark

IS 16647 (2017)

Oriented unplasticized polyvinyl chloride (Pvc - O) pipes for water supply - Specification

Scope restricted upto pipe size of nominal dia 630 mm.

45000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.5( Density, g/cc)	-	2000	-
9 /9.1 / 27 degree centigrate(MECHANICAL CHARACTERISTICS OF PIPES9./ Resistance to Hydrostatic Pressure)	-	4000	-
7.3( Opacity)	-	2000	-
9.2, table -11( Resistance to External Blows at 0 °C)	-	3000	-
8.2 table-9( Pipe Ends)	-	500	-
5 / 5.1(MATERIALS )	-	500	-
5.4( K-Value)	-	500	-
5.6 / 5.6.1( Material Classification, table -1)	-	500	-
6.0(CLASSIFICATION OF PIPES, table-2)	-	500	-
7, see 8.3 and fig-1( GENERAL REQUIREMENTS OF PIPES/ visual appearance)	-	1000	-
7.2( Colour)	-	500	-
8.1.1, 8.1.1.2, table-3(Dimension of Pipes / Diameter/8.1.1.2 Diameter at any point)	-	2000	-
8.1.2, table 4 to 7(Wall Thickness)	-	1000	-
8.1.3 (Length, meter)	-	1000	-
8.2 table-9(Dimensions of Integral Socket)	-	1000	-
9.3 table-12( Ring Stiffness)	-	3000	-
9.4, annexure-E( Orientation Factor)	-	2000	-
10, table-13( PHYSICAL AND 1CHARACTERISTICS)	-	0	-
11,11.1( MECHANICAL CHARACTERISTICS OF ASSEMBLIES INCLUDING JOINTS/ 11.1 Assemblies with Non-End-Load-Bearing Joints)	-	0	-
11.2 / 11.2.1( Short-Term Pressure Test for Leak Tightness of Assemblies)	-	3000	-
11.3( Short-Term Negative Pressure Test for Leak Tightness of Assemblies)	-	3000	-
12(a)( ELASTOMERIC SEALS)	-	3000	-
12(b)( ELASTOMERIC SEALS)	-	3000	-
Cl.10, Table 10/1(Vicat Softening Temp (C))	-	3000	-
Cl.10, Table 10/2(Effect on Water)	-	5000	-
Cl.10, Table 10/3(Resistant to di-chloromethane (Degree of gelation))	-	3000	-
Cl.10, Table 10/4(Alternate Test (Tensile test))	-	4000	-

08 Dec, 2028

-
Included w.e.f 24.02.2026 5.3 (VCM Content)

IS 14182 (1994)

Solvent cement for use with unplasticized polyvinyl chloride plastic pipe and fittings - Specifications

Regular, medium and heavy bodied

30000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4.1 - Table 1 - v-a(Chemical Resistance - Change in mass, increase)	-	0	-
4.1 - Table 1 - v-a(Chemical Resistance - Change in mass, Decrease)	-	0	-
4.1 - Table 1 - v-b(Chemical Resistance - Change in flexural yield strength, Increase)	-	0	-
4.1 - Table 1 - v-b(Chemical Resistance - Change in flexural yield strength, Decrease)	-	0	-
4.2(Shall be thixotropic and consist substantially of solvents that will swell plastisized PVC polymers and stabilizers)	-	1000	-
4.3(Shall be capable of application by brush and shall contain no lumps or foreign matter or macroscopic undissolved particles that will adversely affect the ultimate joint strength or chemical resistance of the material )	-	1000	-
4.4(Shall not show gelation and no evidence of stratification or separation that cannot be removed by stirring)	-	1000	-
4.5(When used under the conditions for which they are designed, non metallic materials in contact with or likely to come in contact with potable water shall not constitute a toxic hazard , shall not support microbial growth and shall not give rise to unpleasant taste or odour, cloudiness or discolouration of the water)	-	8000	-
4.6(Solvents systems consisting of blends of tetrahydrofuran and cyclohexanone have been found to be acceptable)	-	1000	-
4.7(Vinyl Chloride Polymer content - Annex A)	-	3000	-
4.8(Dissolution - Capable of dissolving an additional unplastisized PVC granular, powder compound or resin)	-	2000	-
4.5(REQUIREMENTS)	-	0	-
4.6(REQUIREMENTS)	-	0	-
4.7 and 6.1(REQUIREMENTS - Vinyl Chloride Polymer Content)	-	0	-
4.8(Dissolution)	-	0	-
4.9 and 6.1(Viscosity)	-	6000	-
4.9 and 6.1(Viscosity - Regular)	-	0	-
4.9 and 6.1(Viscosity - Medium)	-	0	-
4.9 and 6.1(Viscosity - Heavy )	-	0	-
4.10 and 6.1(Lap Shear Strength - After 2 h curing time)	-	2000	-
4.10 and 6.1(Lap Shear Strength - After 10 h curing time)	-	3000	-
4.10 and 6.1(Lap Shear Strength - After 72 h curing time)	-	4000	-
4.11 and 6.1(Hydrostatic Burst Strength - After 2 h curing time)	-	3000	-
4.7(Vinyl Chloride Polymer Content)	-	0	-
4.8(Dissolution)	-	0	-
4.9(Viscosity)	-	0	-
4.10(Lap Shear Strength)	-	0	-
4.11(Hydrostatic Burst Strength)	-	0	-
4.12(Shelf Life)	-	0	-
6.1(Test)	-	0	-
6.2(Quality of Reagants)	-	0	-
7(Packing and Marking)	-	0	-
4.1 - Table 1 - v-a(Chemical Resistance - Change in mass, increase)	-	-	-
4.1 - Table 1 - v-a(Chemical Resistance - Change in mass, Decrease)	-	-	-
4.1 - Table 1 - v-b(Chemical Resistance - Change in flexural yield strength, Increase)	-	-	-
4.1 - Table 1 - v-b(Chemical Resistance - Change in flexural yield strength, Decrease)	-	-	-
4.2(Shall be thixotropic and consist substantially of solvents that will swell plastisized PVC polymers and stabilizers)	-	-	-
4.3(Shall be capable of application by brush and shall contain no lumps or foreign matter or macroscopic undissolved particles that will adversely affect the ultimate joint strength or chemical resistance of the material )	-	-	-
4.4(Shall not show gelation and no evidence of stratification or separation that cannot be removed by stirring)	-	-	-
4.5(When used under the conditions for which they are designed, non metallic materials in contact with or likely to come in contact with potable water shall not constitute a toxic hazard , shall not support microbial growth and shall not give rise to unpleasant taste or odour, cloudiness or discolouration of the water)	-	-	-
4.6(Solvents systems consisting of blends of tetrahydrofuran and cyclohexanone have been found to be acceptable)	-	-	-
4.7(Vinyl Chloride Polymer content - Annex A)	-	-	-
4.8(Dissolution - Capable of dissolving an additional unplastisized PVC granular, powder compound or resin)	-	-	-
4.5(REQUIREMENTS)	-	-	-
4.6(REQUIREMENTS)	-	-	-
4.7 and 6.1(REQUIREMENTS - Vinyl Chloride Polymer Content)	-	-	-
4.8(Dissolution)	-	-	-
4.9 and 6.1(Viscosity)	-	-	-
4.9 and 6.1(Viscosity - Regular)	-	-	-
4.9 and 6.1(Viscosity - Medium)	-	-	-
4.9 and 6.1(Viscosity - Heavy )	-	-	-
4.10 and 6.1(Lap Shear Strength - After 2 h curing time)	-	-	-
4.10 and 6.1(Lap Shear Strength - After 10 h curing time)	-	-	-
4.10 and 6.1(Lap Shear Strength - After 72 h curing time)	-	-	-
4.11 and 6.1(Hydrostatic Burst Strength - After 2 h curing time)	-	-	-
4.7(Vinyl Chloride Polymer Content)	-	-	-
4.8(Dissolution)	-	-	-
4.9(Viscosity)	-	-	-
4.10(Lap Shear Strength)	-	-	-
4.11(Hydrostatic Burst Strength)	-	-	-
4.12(Shelf Life)	-	-	-
6.1(Test)	-	-	-
6.2(Quality of Reagants)	-	-	-
7(Packing and Marking)	-	-	-

08 Dec, 2028

-
Included w.e.f 01.04.2026

IS 10124 : Part 13 (2009)

Fabricated PVC-U Fittings for Potable Water Supplies - Specification Part 13 Specific Requirements for 11Â¼oBends PART 12 SPECIFIC REQUIREMENTS FOR 22 Â½o BENDS

20 MM TO 630 MM

10000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	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

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)	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

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)	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

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)	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

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)	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

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)	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

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)	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

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)	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

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)	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

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)	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

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)	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

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)	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

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)	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

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)	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)

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)	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)

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)	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)

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)	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.

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)	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

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)	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.

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)	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.

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)	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)

IS 8360 (2022)

Fabricated Polyethylene Fittings for Water Supply ï¿½ Specification (First Revision)

20 MM TO 630 MM

15000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	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

IS 8008 (2022)

Injection Moulded/Machined Polyethylene Fittings for Water Supply ï¿½ Specification ( Second Revision )

20 MM TO 630 MM

30000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	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

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)	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

IS 12785 (1994)

Irrigation equipment - Strainer - Type filters - Specification (first revision)

All Variety

9500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	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

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)	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

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)	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

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)	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

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included w.e.f 05.01.2026

Bureau of Indian Standards

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