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57 Results

S.No.

Indian Standard No.

Product

Grade / Type / Size / Designation etc.

Testing Charges (Excl. Of Taxes)

Validity Date

Remark

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

-
included w.e.f 05.01.2026

IS 13487 (2024)

Irrigation Equipment — Emitters — Specification

All Variety

7000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl-5.1(Connections)	-	500	-
Cl-5.2(Emitter Ends)	-	500	-
Cl-5.3(Materials)	-	4000	-
Cl-6.1(Test Specimens)	-	500	-
Cl-6.2.1(polyethylene pipe)	-	500	-
Cl-6.2.2("grease or chemicals ")	-	500	-
Cl-6.2.3(water temperature)	-	500	-
Cl-6.3(Accuracy or Measuring Devices)	-	500	-
Cl-7.1(Construction and Workmanship)	-	1000	-
Cl-7.2(Flow Paths in Emitter)	-	1000	-
Cl-7.3(Resistance to Hydrostatic Pressure)	-	3000	-
Cl-7.4(Emitter Pull-Out)	-	2000	-
Cl-7.4.1(In-Line Emitters)	-	4000	-
Cl-7.4.2(On-Line Emitters)	-	4000	-
Cl-8.1.1(Uniformity of Emission Rate)	-	3000	-
Cl-8.1.2(Emission Rate as Function of Inlet Pressure)	-	3000	-
Cl-8.1.3(Determination of Emitter Exponent)	-	3000	-
Cl-9(Marking)	-	500	-

08 Dec, 2028

-
Included w.e.f. 27.01.2026

IS 14743 (2024)

Irrigation equipment - Hydrocyclone filters - Specification (First Revision)

All Variety

35000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl-4.1.1(The parts of hydrocyclone filter)	-	500	-
Cl-4.1.2(Metallic body or parts)	-	0	-
Cl-4.1.3(Plastic body or parts)	-	1000	-
Cl-4.2(Construction)	-	500	-
Cl-4.3(Cyclonic Vessel)	-	500	-
Cl-4.4(Connections)	-	1000	-
Cl-5.1(Resistance to Internal Hydrostatic Pressure)	-	8000	-
Cl-5.2(Resistance to Internal Hydrostatic Pressure at Elevated Temperatures)	-	8000	-
Cl-5.3(Pressure Drop Versus Flow)	-	15000	-
Cl-5.3.1(Test Period)	-	500	-
Cl-5.3.2(Loading Rate)	-	500	-
Cl-5.3.3(Flows)	-	1000	-
Cl-5.3.3(Flows)	-	1000	-
Cl-5.3.4(Testing Sequence)	-	1000	-
Cl-5.3.5(Results)	-	1000	-
Cl-5.3.6(Observation)	-	1000	-
Cl-5.4(Cyclic Pressure Test)	-	20000	-
Cl-8(Marking)	-	500	-
Cl-4.1.1(The parts of hydrocyclone filter)	-	1000	-
Cl-4.1.2(Metallic body or parts)	-	0	-
Cl-4.1.3(Plastic body or parts)	-	1000	-
Cl-4.2(Construction)	-	500	-
Cl-4.3(Cyclonic Vessel)	-	1000	-
Cl-4.4(Connections)	-	1000	-
Cl-5.1(Resistance to Internal Hydrostatic Pressure)	-	8000	-
Cl-5.2(Resistance to Internal Hydrostatic Pressure at Elevated Temperatures)	-	8000	-
Cl-5.3(Pressure Drop Versus Flow)	-	15000	-
Cl-5.3.1(Test Period)	-	1000	-
Cl-5.3.2(Loading Rate)	-	1000	-
Cl-5.3.3(Flows)	-	500	-
Cl-5.3.3(Flows)	-	500	-
Cl-5.3.4(Testing Sequence)	-	500	-
Cl-5.3.5(Results)	-	1000	-
Cl-5.3.6(Observation)	-	500	-
Cl-5.4(Cyclic Pressure Test)	-	15000	-
Cl-8(Marking)	-	500	-

08 Dec, 2028

-
included w.e.f 05.01.2026

IS 15778 (2007)

Chlorinated polyvinyl chloride (Cpvc) pipes for potable hot and cold water distribution supplies - Specification

15 mm to 150 mm

140000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5 Table 1(Classification of pipes)	-	500	-
6.2.1 Annex B(Chloride Content of Resin)	-	3000	-
6.3(Compound Properties)	-	6000	-
6.3.1 Annex B(Chloride content)	-	3000	-
6.3.2 Annex C(Verification of the Malfunction Temperature, Tmal: )	-	10000	-
6.3.2 IS 13360 (Part 3/See 1)(Density)	-	2000	-
7.1 IS 12235 (Part 1) Table 2(Dimension of Pipes: Mean outside Diameter)	-	1000	-
7.1,7.1.1 IS 12235 (Part 1) Table 2(Outside Diameter at any point)	-	1000	-
7.1.2 IS 12235 (Part 1) Table 2(Wall Thickness )	-	500	-
7.1.3 (Effective length)	-	1000	-
8(Pipe Ends)	-	500	-
9(PHYSICAL AND CHEMICAL CHARACTERISTICS)	-	120000	-
9.1(Visual Appearance)	-	500	-
9.1(Visual Appearance)	-	500	-
9.2 IS 12235 (Part 3)(Opacity)	-	1000	-
Cl. 9.3,IS 4985 Cl. 10.3(Lead (first extraction))	-	2000	-
Cl. 9.3,IS 4985 Cl. 10.3(Lead (third extraction))	-	2000	-
Cl. 9.3,IS 4985 Cl. 10.3(Dialkyl tin C4 and higher homologues measured as tin (third extraction))	-	2000	-
Cl. 9.3,IS 4985 Cl. 10.3(Cadmium (for all three extracts) )	-	2000	-
Cl. 9.3,IS 4985 Cl. 10.3(Mercury (for all three extracts) )	-	2000	-
Cl. 9.3,IS 4985 Cl. 10.3(Other toxic substances such as 'di-n-octyl-tin- s-s bis iso-octyl mercapto acetate' and 'butyl stearate' (third extraction) )	-	3000	-
Cl. 9.3,IS 4985 Cl. 10.3(Other toxic substances including di-n-octyl-tin- s-s bis iso-octyl mercapto acetate' and 'butyl stearate')	-	3000	-
9.4 IS 12235(Part 5/Sec 1 and Sec 2)(Reversion Test : When tested by the method prescribed in IS 12235(Part 5/Sec 1 and Sec 2), a length of pipe 200 + 20 mm long shall not alter in length by more than 5 percent.)	-	2500	-
9.5 IS 12235(Part 2)(Vicat Softening Temperature: When tested by the method prescribed in IS 12235(Part 2), the Vicat softening temperature of the specimen shall not be less than 110°C.)	-	2500	-
9.6 IS 12235(Part 14)(Density)	-	2000	-
10(Mechanical Properties)	-	120000	-
10.1 Table 3 IS 12235 (Part 8/Sec 1)(Hydrostatic Characteristics)	-	2000	-
10.1 Table 3 IS 12235 (Part 8/Sec 1)(Hydrostatic Characteristics)	-	10000	-
10.1 Table 3 IS 12235 (Part 8/Sec 1)(Hydrostatic Characteristics)	-	10000	-
10.2 Table 3 IS 12235 (Part 8/Sec 1)(Thermal Stability by Hydrostatic Pressure Testing)	-	80000	-
10.3 IS 4985 Table 4(Resistance to External Blow at O°C: When tested by the method prescribed in IS 4985, with classified striker mass and drop height as given in Table 4, the pipe shall have a true impact rate of not more than 10 percent.)	-	2000	-
10.4 IS 12235(Part 19)(Flattening Test)	-	2000	-
10.5 IS 12235(Part 13)(Tensile Strength : When tested by the method prescribed in IS 12235(Part 13), the tensile strength at yield shall not be less than 50 MPaat 27±2°C. )	-	3000	-
5 Table 1(Classification of pipes)	-	500	-
6.2.1 Annex B(Chloride Content of Resin)	-	3000	-
6.3(Compound Properties)	-	8000	-
6.3.1 Annex B(Chloride content)	-	3000	-
6.3.2 Annex C(Verification of the Malfunction Temperature, Tmal: )	-	10000	-
6.3.2 IS 13360 (Part 3/See 1)(Density)	-	2000	-
7.1 IS 12235 (Part 1) Table 2(Dimension of Pipes: Mean outside Diameter)	-	1000	-
7.1,7.1.1 IS 12235 (Part 1)Table 2(Outside Diameter at any point (Minimum))	-	1000	-
7.1.2 IS 12235 (Part 1)Table 2(Wall Thickness (Minimum))	-	500	-
7.1.3 (Effective length)	-	1000	-
8.0(Pipe Ends)	-	500	-
9.0(PHYSICAL AND 1CHARACTERISTICS)	-	120000	-
9.1(Visual Appearance)	-	500	-
9.1(Visual Appearance)	-	500	-
9.2 IS 12235 (Part 3)(Opacity)	-	1000	-
Cl. 9.3,IS 4985 Cl. 10.3(Lead (first extraction))	-	2000	-
Cl. 9.3,IS 4985 Cl. 10.3(Lead (third extraction))	-	2000	-
Cl. 9.3,IS 4985 Cl. 10.3(Dialkyl tin C4 and higher homologues measured as tin (third extraction))	-	2000	-
Cl. 9.3,IS 4985 Cl. 10.3(Cadmium (for all three extracts) )	-	2000	-
Cl. 9.3,IS 4985 Cl. 10.3(Mercury (for all three extracts) )	-	2000	-
Cl. 9.3,IS 4985 Cl. 10.3(Other toxic substances such as 'di-n-octyl-tin- s-s bis iso-octyl mercapto acetate' and 'butyl stearate' (third extraction) )	-	3000	-
Cl. 9.3,IS 4985 Cl. 10.3(Other toxic substances including di-n-octyl-tin- s-s bis iso-octyl mercapto acetate' and 'butyl stearate')	-	3000	-
9.4 IS 12235(Part 5/Sec 1 and Sec 2)(Reversion Test : When tested by the method prescribed in IS 12235(Part 5/Sec 1 and Sec 2), a length of pipe 200 + 20 mm long shall not alter in length by more than 5 percent.)	-	2000	-
9.5 IS 12235(Part 2)(Vicat Softening Temperature: When tested by the method prescribed in IS 12235(Part 2), the Vicat softening temperature of the specimen shall not be less than 110°C.)	-	2000	-
9.6 IS 12235(Part 14)(Density)	-	2000	-
10.0(Mechanical Properties)	-	120000	-
10.1 Table 3 IS 12235 (Part 8/Sec 1)(Hydrostatic Characteristics)	-	2000	-
10.1 Table 3 IS 12235 (Part 8/Sec 1)(Hydrostatic Characteristics)	-	5000	-
10.1 Table 3 IS 12235 (Part 8/Sec 1)(Hydrostatic Characteristics)	-	10000	-
10.2 Table 3 IS 12235 (Part 8/Sec 1)(Thermal Stability by Hydrostatic Pressure Testing)	-	80000	-
10.3 IS 4985 Table 4(Resistance to External Blow at O°C: When tested by the method prescribed in IS 4985, with classified striker mass and drop height as given in Table 4, the pipe shall have a true impact rate of not more than 10 percent.)	-	2000	-
10.4 IS 12235(Part 19)(Flattening Test)	-	2000	-
10.5 IS 12235(Part 13)(Tensile Strength : When tested by the method prescribed in IS 12235(Part 13), the tensile strength at yield shall not be less than 50 MPaat 27±2°C. )	-	3000	-
7.1.2(Wall Thickness (Maximum))	-	500	-
7.1.1(Outside Diameter at any point (Maximum))	-	1000	-
6.3(K value Test)	-	0	-
6.3.3(Density)	-	2000	-
5 Table 1(Classification of pipes)	-	-	-
6.2.1 Annex B(Chloride Content of Resin)	-	-	-
6.3(Compound Properties)	-	-	-
6.3.1 Annex B(Chloride content)	-	-	-
6.3.2 Annex C(Verification of the Malfunction Temperature, Tmal: )	-	-	-
6.3.2 IS 13360 (Part 3/See 1)(Density)	-	-	-
7.1 IS 12235 (Part 1) Table 2(Dimension of Pipes: Mean outside Diameter)	-	-	-
7.1,7.1.1 IS 12235 (Part 1) Table 2(Outside Diameter at any point)	-	-	-
7.1.2 IS 12235 (Part 1) Table 2(Wall Thickness )	-	-	-
7.1.3 (Effective length)	-	-	-
8(Pipe Ends)	-	-	-
9(PHYSICAL AND CHEMICAL CHARACTERISTICS)	-	-	-
9.1(Visual Appearance)	-	-	-
9.1(Visual Appearance)	-	-	-
9.2 IS 12235 (Part 3)(Opacity)	-	-	-
Cl. 9.3,IS 4985 Cl. 10.3(Lead (first extraction))	-	-	-
Cl. 9.3,IS 4985 Cl. 10.3(Lead (third extraction))	-	-	-
Cl. 9.3,IS 4985 Cl. 10.3(Dialkyl tin C4 and higher homologues measured as tin (third extraction))	-	-	-
Cl. 9.3,IS 4985 Cl. 10.3(Cadmium (for all three extracts) )	-	-	-
Cl. 9.3,IS 4985 Cl. 10.3(Mercury (for all three extracts) )	-	-	-
Cl. 9.3,IS 4985 Cl. 10.3(Other toxic substances such as 'di-n-octyl-tin- s-s bis iso-octyl mercapto acetate' and 'butyl stearate' (third extraction) )	-	-	-
Cl. 9.3,IS 4985 Cl. 10.3(Other toxic substances including di-n-octyl-tin- s-s bis iso-octyl mercapto acetate' and 'butyl stearate')	-	-	-
9.4 IS 12235(Part 5/Sec 1 and Sec 2)(Reversion Test : When tested by the method prescribed in IS 12235(Part 5/Sec 1 and Sec 2), a length of pipe 200 + 20 mm long shall not alter in length by more than 5 percent.)	-	-	-
9.5 IS 12235(Part 2)(Vicat Softening Temperature: When tested by the method prescribed in IS 12235(Part 2), the Vicat softening temperature of the specimen shall not be less than 110°C.)	-	-	-
9.6 IS 12235(Part 14)(Density)	-	-	-
10(Mechanical Properties)	-	-	-
10.1 Table 3 IS 12235 (Part 8/Sec 1)(Hydrostatic Characteristics)	-	-	-
10.1 Table 3 IS 12235 (Part 8/Sec 1)(Hydrostatic Characteristics)	-	-	-
10.1 Table 3 IS 12235 (Part 8/Sec 1)(Hydrostatic Characteristics)	-	-	-
10.2 Table 3 IS 12235 (Part 8/Sec 1)(Thermal Stability by Hydrostatic Pressure Testing)	-	-	-
10.3 IS 4985 Table 4(Resistance to External Blow at O°C: When tested by the method prescribed in IS 4985, with classified striker mass and drop height as given in Table 4, the pipe shall have a true impact rate of not more than 10 percent.)	-	-	-
10.4 IS 12235(Part 19)(Flattening Test)	-	-	-
10.5 IS 12235(Part 13)(Tensile Strength : When tested by the method prescribed in IS 12235(Part 13), the tensile strength at yield shall not be less than 50 MPaat 27±2°C. )	-	-	-
7.1,7.1.1 IS 12235 (Part 1)Table 2(Outside Diameter at any point (Minimum))	-	-	-
7.1.2 IS 12235 (Part 1)Table 2(Wall Thickness (Minimum))	-	-	-
7.1.2(Wall Thickness (Maximum))	-	-	-
7.1.1(Outside Diameter at any point (Maximum))	-	-	-
6.3(K value Test)	-	-	-
6.3.3(Density)	-	-	-

08 Dec, 2028

-
included w.e.f 14.01.2026

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 -

40 MM TO 160 MM

13000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
19(Marking)	-	500	-
3(Type of Fitting)	-	500	-
4(Size Designation)	-	500	-
5(Colour of fittings)	-	500	-
7.1,Table 1(Wall thickness)	-	1000	-
7.2 ,Table 2&3(Socket Dimensions)	-	3000	-
7.3(Dimensions of waste trap(Nahani Trap)	-	3000	-
8(Sealing Rings)	-	2000	-
10(Workmanship)	-	500	-
11(Design requirements)	-	500	-
11.1(Solvent cement type or Rubber ring type)	-	500	-
11.2(Socket and spigot configeration)	-	500	-
11.4,Table 5(Vent cowl)	-	3000	-
11.5,Table 6(Pipe Clips)	-	3000	-
12(Physical test requirements)	-	5000	-
12.1(Visual appearance)	-	500	-
12.2(Stress relief test)	-	2000	-
12.3(Vicat softening tempewrature)	-	2500	-
Cl.13, IS 12235 (P-7)-2004, (Resistance to Sulphuric Acid)	-	3000	-
Cl.14, Annex A(Titanium Di-Oxide Content)	-	4000	-
Cl.15, Annex B(Sulphated Ash Content)	-	2000	-
16(Mechanical Properties)	-	8000	-
16.1(Impact test)	-	2000	-
17(Watet tightness of joint)	-	3000	-
12.4(Effect on water test)	-	5000	-
7.4(Chamfer)	-	1000	-
11.3(Access Openings)	-	1000	-
Table 4(Dimension of Access Openings)	-	1000	-
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	-
19(Marking)	-	-	-
3(Type of Fitting)	-	-	-
4(Size Designation)	-	-	-
5(Colour of fittings)	-	-	-
7.1,Table 1(Wall thickness)	-	-	-
7.2 ,Table 2&3(Socket Dimensions)	-	-	-
7.3(Dimensions of waste trap(Nahani Trap)	-	-	-
8(Sealing Rings)	-	-	-
10(Workmanship)	-	-	-
11(Design requirements)	-	-	-
11.1(Solvent cement type or Rubber ring type)	-	-	-
11.2(Socket and spigot configeration)	-	-	-
11.4,Table 5(Vent cowl)	-	-	-
11.5,Table 6(Pipe Clips)	-	-	-
12(Physical test requirements)	-	-	-
12.1(Visual appearance)	-	-	-
12.2(Stress relief test)	-	-	-
12.3(Vicat softening tempewrature)	-	-	-
Cl.13, IS 12235 (P-7)-2004, (Resistance to Sulphuric Acid)	-	-	-
Cl.14, Annex A(Titanium Di-Oxide Content)	-	-	-
Cl.15, Annex B(Sulphated Ash Content)	-	-	-
16(Mechanical Properties)	-	-	-
16.1(Impact test)	-	-	-
17(Watet tightness of joint)	-	-	-
12.4(Effect on water test)	-	-	-
7.4(Chamfer)	-	-	-
11.3(Access Openings)	-	-	-
Table 4(Dimension of Access Openings)	-	-	-
Cl 12.4(Effect on Water Lead (first extraction))	-	-	-
Cl 12.4(Effect on Water Lead (third extraction))	-	-	-
Cl 12.4(Effect on Water Dialkyl tin C4 and higher homologues(measured as tin )(third extraction ))	-	-	-
Cl 12.4(Effect on Water Cadmium (mean of first extraction, second extraction and third extraction))	-	-	-
Cl 12.4(Effect on Water Mercury (mean of first extraction, second extraction and third extraction))	-	-	-

08 Dec, 2028

-
Included w.e.f 31.12.2025

IS 16205 : Part 24 (2017)

Conduit Systems for Cable Management part 24 Particular Requirements Conduit Systems Buried Under Ground

25MM TO 315 MM

30000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6.1.1(Classification - Resistance to Compression)	-	500	-
6.1.2(Classification - Resistance to Impact)	-	500	-
6.1.3(Classification - Resistance to Bending)	-	500	-
6.4 of IS 16205 (Part 1) : 2017(Classification - According to Resistance to External Influences)	-	500	-
6.5 of IS 16205 (Part 1) : 2017(Classification - According to Resistance to Flame Propogation)	-	500	-
7.1(Marking and Documentation)	-	500	-
7.1.2(Marking and Documentation)	-	500	-
7.1.3(Marking and Documentation)	-	500	-
7.1.101(Marking and Documentation)	-	500	-
7.2(Marking and Documentation)	-	500	-
7.5 of IS 16205 (Part 1) : 2017(Marking and Documentation)	-	500	-
7.6 of IS 16205 (Part 1) : 2017(Marking and Documentation)	-	500	-
7.101(Marking and Documentation)	-	500	-
7.102(Marking and Documentation)	-	500	-
8 Table 101(Dimensions)	-	2000	-
8 Table 101(Dimensions)	-	2000	-
9.1 of IS 16205 (Part 1) : 2017(Construction)	-	500	-
9.2 of IS 16205 (Part 1) : 2017(Construction)	-	500	-
9.4 of IS 16205 (Part 1) : 2017(Construction)	-	500	-
9.5 of IS 16205 (Part 1) : 2017(Construction)	-	500	-
9.6 of IS 16205 (Part 1) : 2017(Construction)	-	500	-
10.1(Mechanical Strength)	-	10000	-
10.2(Compression Test)	-	3000	-
10.3(Impact Test)	-	3000	-
10.4(Bending Test)	-	3000	-
13.1.3(Spread of fire)	-	2000	-
13.1.3.1(Spread of fire)	-	2000	-
6.1.4 of IS 16205 (Part 1) : 2017(Classification - Tensile Strength)	-	500	-
6.1.5 of IS 16205 (Part 1) : 2017(Classification - Suspended Load Capacity)	-	500	-
6.3 of IS 16205 (Part 1) : 2017(Classification - According to Electrical Characteristics)	-	500	-
13.1.3.2(Spread of fire)	-	3000	-
14.0(External Influences)	-	3000	-
14.2 of IS 16205 (Part 1) : 2017(Resistance against corrosion)	-	1000	-
15.0(Electromagnetic Compatibility)	-	2000	-
15(Mech)(Electromagnetic Compatibility)	-	2000	-
14.2 of IS 16205 (Part 1) : 2017(Mech)(Resistance against corrosion)	-	1000	-
14(Mech)(External Influences)	-	3000	-
13.1.3.2(Mech)(Spread of fire)	-	3000	-
13.1.3.1(Mech)(Spread of fire)	-	3000	-
13.1.3(Mech)(Spread of fire)	-	3000	-
10.4(Mech)(Bending Test)	-	3000	-
10.3(Mech)(Impact Test)	-	3000	-
10.2(Mech)(Compression Test)	-	3000	-
10.1(Mech)(Mechanical Strength )	-	10000	-
9.6 of IS 16205 (Part 1) : 2017(Mech)(Construction)	-	1000	-
9.5 of IS 16205 (Part 1) : 2017(Mech)(Construction)	-	1000	-
9.4 of IS 16205 (Part 1) : 2017(Mech)(Construction)	-	1000	-
9.2 of IS 16205 (Part 1) : 2017(Mech)(Construction)	-	1000	-
9.1 of IS 16205 (Part 1) : 2017(Mech)(Construction)	-	1000	-
8 Table 101(Mech)(Dimensions)	-	2000	-
8 Table 101(Mech)(Dimensions)	-	2000	-
7.102(Mech)(Marking and Documentation)	-	500	-
7.101(Mech)(Marking and Documentation)	-	500	-
7.6 of IS 16205 (Part 1) : 2017(Mech)(Marking and Documentation)	-	500	-
7.5 of IS 16205 (Part 1) : 2017(Mech)(Marking and Documentation)	-	500	-
7.2(Mech)(Marking and Documentation)	-	500	-
7.1.101(Mech)(Marking and Documentation)	-	500	-
7.1.3(Mech)(Marking and Documentation)	-	500	-
7.1.2(Mech)(Marking and Documentation)	-	500	-
7.1(Mech)(Marking and Documentation)	-	500	-
6.5 of IS 16205 (Part 1) : 2017(Mech)(Classification - According to Resistance to Flame Propogation)	-	500	-
6.4 of IS 16205 (Part 1) : 2017(Mech)(Classification - According to Resistance to External Influences)	-	500	-
6.3 of IS 16205 (Part 1) : 2017(Mech)(Classification - According to Electrical Characteristics)	-	500	-
6.1.5 of IS 16205 (Part 1) : 2017(Mech)(Classification - Suspended Load Capacity)	-	500	-
6.1.4 of IS 16205 (Part 1) : 2017(Mech)(Classification - Tensile Strength)	-	500	-
6.1.3(Mech)(Classification - Resistance to Bending)	-	500	-
6.1.2(Mech)(Classification - Resistance to Impact)	-	500	-
6.1.1 (Mech)(Classification - Resistance to Compression)	-	500	-
6.1.1(Classification - Resistance to Compression)	-	-	-
6.1.2(Classification - Resistance to Impact)	-	-	-
6.1.3(Classification - Resistance to Bending)	-	-	-
6.4 of IS 16205 (Part 1) : 2017(Classification - According to Resistance to External Influences)	-	-	-
6.5 of IS 16205 (Part 1) : 2017(Classification - According to Resistance to Flame Propogation)	-	-	-
7.1(Marking and Documentation)	-	-	-
7.1.2(Marking and Documentation)	-	-	-
7.1.3(Marking and Documentation)	-	-	-
7.1.101(Marking and Documentation)	-	-	-
7.2(Marking and Documentation)	-	-	-
7.5 of IS 16205 (Part 1) : 2017(Marking and Documentation)	-	-	-
7.6 of IS 16205 (Part 1) : 2017(Marking and Documentation)	-	-	-
7.101(Marking and Documentation)	-	-	-
7.102(Marking and Documentation)	-	-	-
8 Table 101(Dimensions)	-	-	-
8 Table 101(Dimensions)	-	-	-
9.1 of IS 16205 (Part 1) : 2017(Construction)	-	-	-
9.2 of IS 16205 (Part 1) : 2017(Construction)	-	-	-
9.4 of IS 16205 (Part 1) : 2017(Construction)	-	-	-
9.5 of IS 16205 (Part 1) : 2017(Construction)	-	-	-
9.6 of IS 16205 (Part 1) : 2017(Construction)	-	-	-
10.1(Mechanical Strength)	-	-	-
10.2(Compression Test)	-	-	-
10.3(Impact Test)	-	-	-
10.4(Bending Test)	-	-	-
13.1.3(Spread of fire)	-	-	-
13.1.3.1(Spread of fire)	-	-	-
6.1.4 of IS 16205 (Part 1) : 2017(Classification - Tensile Strength)	-	-	-
6.1.5 of IS 16205 (Part 1) : 2017(Classification - Suspended Load Capacity)	-	-	-
6.3 of IS 16205 (Part 1) : 2017(Classification - According to Electrical Characteristics)	-	-	-
13.1.3.2(Spread of fire)	-	-	-
14.0(External Influences)	-	-	-
14.2 of IS 16205 (Part 1) : 2017(Resistance against corrosion)	-	-	-
15.0(Electromagnetic Compatibility)	-	-	-

08 Dec, 2028

-
included w.e.f 11.03.2026

IS 12818 (2010)

Unplasticized polyvinyl chloride (Pvc - U) screen and casing pipes for bore/tubewells - Specification (Second Revision)

35 mm to 200 mm

14000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
9.6(Vicat Softening Temperature IS 12235 (Part 2).)	-	2000	-
9.5(Tensile Strength IS 12235(Part 13))	-	2500	-
9.4 and Table 14(Resistance to External Blows at 0 ?C IS 12235 (Part 9))	-	3000	-
9.3(Density IS 12235 (Part 14))	-	2000	-
9.2(Internal Diameter)	-	1000	-
9.1( Visual Appearance)	-	500	-
9.1(Visual Appearance)	-	500	-
8.4.1 and Table 13 Fig 3B & 4B(Dimensions of sealing elements)	-	1000	-
8.4.1 and Table 13 Fig 3B & 4B(Dimensions of sealing elements)	-	1000	-
8.4.1 and Table 13 Fig 3B & 4B(Dimensions of sealing elements)	-	1000	-
8.4.1 and Table 13 Fig 3B & 4B(Dimensions of sealing elements)	-	1000	-
8.4.1 and Table 13 Fig 3B & 4B(Dimensions of sealing elements)	-	1000	-
8.4.1 and Table 13 Fig 3B & 4B(Dimensions of sealing elements)	-	1000	-
8.4.1 and Table 13 Fig 3B & 4B(Dimensions of sealing elements)	-	1000	-
8.4(Sealing rings - Hardness)	-	2000	-
8.1 to 8.3 and Table 11 &12 Fig 3A & 4A(THREADING OF SCREEN ANDCASING PIPES. IS 554.)	-	1000	-
8.1 to 8.3 and Table 11 &12 Fig 3A & 4A(THREADING OF SCREEN ANDCASING PIPES. IS 554.)	-	1000	-
7.5 and Table 10 Fig 2A & 2B(Approximate Free Passage Area, in Percent (Mean Value) for Width of Slot (w))	-	1000	-
7.5 and Table 10 Fig 2A & 2B(Minimum number of slots on the circumference of the cross-section.)	-	1000	-
7.5 and Table 10 Fig 2A & 2B(Summation of slot lengths over internal circumference of the cross- section.)	-	1000	-
7.4 Table 8 & 9 Fig 1(Segmental length for Spigot (average of 4.0))	-	1000	-
7.4 Table 8 & 9 Fig 1(Segmental length,mm for socket (average of 4.0))	-	1000	-
7.4 Table 8 & 9 Fig 1(Segmental length, l3)	-	1000	-
7.4 Table 8 & 9 Fig 1(Effective length, l2)	-	1500	-
7.3.2(Rib height)	-	500	-
7.3.1(No.of Ribs)	-	500	-
7.2 and Table 5, 6 & 7 Fig 1B(Wall thickness, Max)	-	1000	-
7.2 and Table 5, 6 & 7 Fig 1B(Wall thickness, Min)	-	1000	-
7.1, 7.2 and Table 5, 6 & 7 Fig 1B(Mean outside dia over connection,mm (Take 4 reading and maximum valu reported))	-	1500	-
7.1, 7.2 and Table 5, 6 & 7 Fig 1B(Outer Diameter at any point, Max)	-	1500	-
7.1, 7.2 and Table 5, 6 & 7 Fig 1B(Outer Diameter at any point , Min)	-	1500	-
7.2 and Table 5, 6 & 7 Fig 1B(Mean Outer Diameter of Pipe , Max)	-	1500	-
7.2 and Table 5, 6 & 7 Fig 1B(Mean Outer Diameter of Pipe, Min)	-	1500	-
7.2 and Table 5, 6 & 7 Fig 1B(Nominal Diameter)	-	1500	-
7.2 and Table 5, 6 & 7 Fig 1B(DIMENSIONS - Casing Pipes)	-	1500	-
7.1 and Table 1, 2, 3, & 4 Fig 1A & 1B(Wall thickness)	-	1000	-
7.1 and Table 1, 2, 3, & 4 Fig 1A & 1B(Mean Outer Diameter over Connection)	-	1000	-
7.1 and Table 1, 2, 3, & 4 Fig 1A & 1B(Outer Diameter at any point )	-	1500	-
7.1 and Table 1, 2, 3, & 4 Fig 1A & 1B(Mean Outer Diameter of Pipe)	-	1000	-
7.1 and Table 1, 2, 3, & 4 Fig 1A & 1B(Nominal Diameter)	-	0	-
4.1.2 (Ref. Cl 11 of IS 4669)(Composition -Sulphated ash content )	-	3000	-
4.1.2 (Ref. Cl 5.1. of IS 4669)(Composition - Loss on heating )	-	3000	-
5(COLOUR)	-	500	-
8.4(Sealing elements a. Elastomeric material b. Shore A hardness of sealing Elements )	-	500	-
8.4(Width b)	-	500	-
8.3.1 & 8.3.2 (Threading of casing pipe (from 100 to 200 DN Table – 11 & Fig. 3A) & (from 250 to 400 DN Table – 12 & Fig. 4A) Outside diameter d1(+0, -0.3) d2 d3 D1 (+0.3, -0) D2 D4 D5 (+0.3, -0) Z h3 (+0, -0.1) H4 (+0, -0.1) )	-	1000	-
8.2(Threading of casing pipe As per IS 554 (from 40 to 80mm DN) Number of threads in 25.4mm Pitch (P) Height of thread (h) Major (Gauge Diameter) d Pitch(d2) Minor (d1) External Thread gauge length Nominal No. of turns of thread max min )	-	1000	-
7.5.1 7.5.2 (Slot Dimension (Table 10) Fig 2A & 2B a. Minimum number of slot on the circumference b. Σa±5% c. Mean value of approximate free passage area (%) for width of slot (w) d. Tolerance on width of slot (w) e. Width of material between slot (b))	-	1000	-
5.0(Colour of Pipes)	-	500	-
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 )	-	4000	-
4.1.2(K-Value as per IS-4669)	-	3000	-
7.1(Screen Pipes)	-	0	-
11(Marking)	-	500	-
5.1(Materials)	-	3000	-
8(Packing)	-	0	-
7.9(Case Depth)	-	1000	-
8(Marking)	-	500	-
Cl 9.7(Effect on Water Lead (first extraction))	-	3000	-
Cl 9.7(Effect on Water Lead (third extraction))	-	3000	-
Cl 9.7(Effect on Water Dialkyl tin C4 and higher homologues(measuredas tin )(third extraction ))	-	3000	-
Cl 9.7(Effect on Water Cadmium (mean of first extraction, second extraction and third extraction))	-	3000	-
Cl 9.7(Effect on Water Mercury (mean of first extraction, second extraction and third extraction))	-	3000	-
CL 7.1,7.2(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))	-	1000	-
7.4 Table 8 & 9 Fig 1(Segmental length for Spigot (average of 4.0))	-	-	-
7.4 Table 8 & 9 Fig 1(Segmental length,mm for socket (average of 4.0))	-	-	-
7.1, 7.2 and Table 5, 6 & 7 Fig 1B(Mean outside dia over connection,mm (Take 4 reading and maximum valu reported))	-	-	-
7.1, 7.2 and Table 5, 6 & 7 Fig 1B(Outer Diameter at any point, Max)	-	-	-
7.1, 7.2 and Table 5, 6 & 7 Fig 1B(Outer Diameter at any point , Min)	-	-	-
7.1(Screen Pipes)	-	-	-
11(Marking)	-	-	-
5.1(Materials)	-	-	-
8(Packing)	-	-	-
7.9(Case Depth)	-	-	-
8(Marking)	-	-	-
Cl 9.7(Effect on Water Lead (first extraction))	-	-	-
Cl 9.7(Effect on Water Lead (third extraction))	-	-	-
Cl 9.7(Effect on Water Dialkyl tin C4 and higher homologues(measuredas tin )(third extraction ))	-	-	-
Cl 9.7(Effect on Water Cadmium (mean of first extraction, second extraction and third extraction))	-	-	-
Cl 9.7(Effect on Water Mercury (mean of first extraction, second extraction and third extraction))	-	-	-
CL 7.1,7.2(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))	-	-	-

08 Dec, 2028

-
"1 4.1.1 (VCM Content as per IS 10151 (Annex A)) VCM CONTENT No requirements 2 4.1.3 (Cross Chain Length) cross chain length No requirements 3 7.2 (Link Twisted (Cross chain)) link twisted cross chain No requirements 4 7.3 (The Basic chains) the basic chains No requirements 5 4.1.1 (Ref. 3.4.1. of IS 10151) (Composition - The monomer content ( VCM content) in the resin - Annex A of IS 10151) the monomer content No requirements. "

IS 17425 (2020)

Irrigation Equipment - Quick Coupled Polyethylene Pipes and Fittings for Sprinkler Irrigation Systems - Specification

40 MM TO 200 MM, CLASS 1 TO 4

38000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5(Dimensions of pipe - i) Outside diameter)	-	1000	-
5(Dimensions of pipe - ii) Wall thickness minimum)	-	1000	-
6(Visual Appearance)	-	500	-
7.1(Hydraulic Characteristics - Quality test)	-	2000	-
7.1(Hydraulic Characteristics - Acceptance test)	-	3000	-
7.2(Reversion Test)	-	2000	-
7.3(Tensile Test- i) Tensile Strength)	-	2000	-
7.3(Tensile Test - ii)Elongation at Break)	-	2000	-
7.4(Fusion Compatibility Test- a) Quality test)	-	2000	-
7.4(Fusion Compatibility Test- b) Acceptance test)	-	3000	-
7.5(Density)	-	2000	-
7.6(Melt Flow Rate)	-	2000	-
7.6(Melt Flow Rate)	-	2000	-
4.2(Carbon black- a)carbon content)	-	2000	-
4.2(Carbon black- b) Dispersion of carbon black)	-	1000	-
7.6(Melt now Rate (MFR))	-	2000	-
7.5(Density)	-	2000	-
7.4 Table-2(Fusion Compatibility Test)	-	3000	-
7.3(Tensile Test)	-	2000	-
7.2(Reversion Test)	-	2000	-
7.1 Table -2(Hydraulic Characteristics)	-	5000	-
6.1(VISUAL APPEARANCE)	-	500	-
5.1.2(Ovality)	-	1000	-
5.1 table -1(DIMENSIONS OF PIPES)	-	3000	-
4.3(Anti-oxidant)	-	2000	-
Cl. 4.2 , IS 2530-1963, Cl. 10(Cabon Black Content)	-	2000	-
4.1.2(The MFR of the material shall be between 0.2 to 1.1 (both inclusive) when tested at 190 T at a nominal load of 50 N by the method prescribed in 7 of IS 2530. The MFR of the material shall also be within 20% of the value declared by the manufacturer.’)	-	2000	-
4.1.1(density shall be between 940.4 kg/m’ and 958.4 kg/m3 (both inclusive) when determined at 27°C according to procedure prescribed in Annex A of IS 7328. The value of the density shall also not differ from the nominal value by more than 3 kg/m2 as per 5.2.1.1 of IS 7328.)	-	2000	-
4.1(melt flow rating (MFR) shall not exceed 1.10 g/10 min.)	-	2000	-
3(CLASSIFICATION OF PIPES)	-	500	-
4.1(Quick Coupled Male and Female Couplers)	-	5000	-
4.1(Quick Coupled Male and Female Couplers)	-	5000	-
4.1.3(Workmanship and appearance)	-	500	-
4.1.4(Holding attachments for coupler parts)	-	2000	-
6.1.3(Weldability Test- a) Quality test)	-	2000	-
6.1.3(Weldability Test- b) Acceptance test)	-	2000	-
3(Quick Coupled pipes)	-	2000	-
3(QUICK COUPLED PIPES)	-	2000	-
4(QUICK COUPLED FITTINGS)	-	2000	-
4.1 (a)(Quick Coupled Male and Female Couplers)	-	2000	-
4.1 (b)(HDPE couplers —)	-	3000	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31000(Aluminium Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31000(Copper Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31000(Magnesium Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31000(Silicon Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31000(Iron Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31000(Manganese Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31000(Zinc Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31000(Titanium Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31000(Chromium Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31000(Remarks)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31500(Aluminium Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31500(Copper Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31500(Magnesium Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31500(Silicon Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31500(Iron Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31500(Manganese Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31500(Zinc Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31500(Titanium Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31500(Chromium Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 31500(Remarks)	-	500	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 40800(Aluminium Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 40800(Copper Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 40800(Magnesium Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 40800(Silicon Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 40800(Iron Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 40800(Manganese Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 40800(Zinc Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 40800(Titanium Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 40800(Chromium Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 40800(Remarks)	-	500	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 51300(Aluminium Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 51300(Copper Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 51300(Magnesium Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 51300(Silicon Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 51300(Iron Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 51300(Manganese Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 51300(Zinc Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 51300(Titanium Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 51300(Chromium Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 51300(Remarks)	-	500	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 52000(Aluminium Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 52000(Copper Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 52000(Magnesium Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 52000(Silicon Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 52000(Iron Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 52000(Manganese Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 52000(Zinc Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 52000(Titanium Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 52000(Chromium Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 52000(Cr + Mn)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 53000(Aluminium Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 53000(Copper Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 53000(Magnesium Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 53000(Silicon Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 53000(Iron Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 53000(Manganese Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 53000(Zinc Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 53000(Titanium Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 53000(Chromium Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 53000(Cr + Mn)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 55000(Aluminium Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 55000(Copper Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 55000(Magnesium Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 55000(Silicon Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 55000(Iron Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 55000(Manganese Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 55000(Zinc Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 55000(Titanium Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 55000(Chromium Content)	-	0	-
C. 4.1.1.1.1, IS 737-2008, Cl. 6, Table-1 , Desig 55000(Cr + Mn)	-	0	-
C. 4.1.1.1.1, IS 617-1994, Cl. 5, Table-1 , Desig 4600(Copper Content)	-	0	-
C. 4.1.1.1.1, IS 617-1994, Cl. 5, Table-1 , Desig 4600(Silicon Content)	-	0	-
C. 4.1.1.1.1, IS 617-1994, Cl. 5, Table-1 , Desig 4600(Magnesium Content)	-	0	-
C. 4.1.1.1.1, IS 617-1994, Cl. 5, Table-1 , Desig 4600(Iron Content)	-	0	-
C. 4.1.1.1.1, IS 617-1994, Cl. 5, Table-1 , Desig 4600(Manganese Content)	-	0	-
C. 4.1.1.1.1, IS 617-1994, Cl. 5, Table-1 , Desig 4600(Nickel Content)	-	0	-
C. 4.1.1.1.1, IS 617-1994, Cl. 5, Table-1 , Desig 4600(Zinc Content)	-	0	-
C. 4.1.1.1.1, IS 617-1994, Cl. 5, Table-1 , Desig 4600(Lead Content)	-	0	-
C. 4.1.1.1.1, IS 617-1994, Cl. 5, Table-1 , Desig 4600(Tin Content)	-	0	-
C. 4.1.1.1.1, IS 617-1994, Cl. 5, Table-1 , Desig 4600(Titanium Content)	-	0	-
C. 4.1.1.1.1, IS 617-1994, Cl. 5, Table-1 , Desig 4600(Aluminium Content)	-	0	-
C. 4.1.1.1.2, IS 513 (P-1)-2016, Cl. 7.3, Table-3 , Grade O (CR1)(Carbon Content)	-	0	-
C. 4.1.1.1.2, IS 513 (P-1)-2016, Cl. 7.3, Table-3 , Grade O (CR1)(Manganese Content)	-	0	-
C. 4.1.1.1.2, IS 513 (P-1)-2016, Cl. 7.3, Table-3 , Grade O (CR1)(Sulphur Content)	-	0	-
C. 4.1.1.1.2, IS 513 (P-1)-2016, Cl. 7.3, Table-3 , Grade O (CR1)(Phosphorous Content)	-	0	-
C. 4.1.1.1.2, IS 513 (P-1)-2016, Cl. 7.3, Table-3 , Grade O (CR1) Al-Killed(Aluminium Content)	-	0	-
C. 4.1.1.1.2, IS 513 (P-1)-2016, Cl. 7.3, Table-3 , Grade O (CR1) Si-Killed(Silicon Content)	-	0	-
C. 4.1.1.1.2, IS 513 (P-1)-2016, Cl. 7.3, Table-3 , Grade O (CR1) Al-Si-Killed(Silicon Content)	-	0	-
C. 4.1.1.1.2, IS 513 (P-1)-2016, Cl. 7.3, Table-3 , Grade O (CR1) Al-Si-Killed(Aluminium Content)	-	0	-
Cl. 4.1.1.2.1, IS 14151 (P-1)-1999, Cl. 4, IS 2530-1963, Cl. 10(Cabon Black Content)	-	2000	-
Cl. 4.1.1.2.1, IS 14151 (P-1)-1999, Cl. 4, IS 2530-1963, Cl. 16(Carbon Black Dispersion)	-	2000	-
4.1 .1.2.1(HDPE couplers)	-	2000	-
4.1 .1.2.2(HDPE couplers)	-	2000	-
4.1.4(a)(Holding Attachments for Coupler Parts)	-	2000	-
4.1.4(b)(Holding Attachments for Coupler Parts)	-	2000	-
4.2.1(Quick Coupled ~pe HDPE Fittings)	-	3000	-
4.2.2(Quick Coupled ~pe HDPE Fittings)	-	3000	-
4.2.3(Quick Coupled ~pe HDPE Fittings)	-	3000	-
4.2.4(Quick Coupled ~pe HDPE Fittings)	-	3000	-
4.2.6(Quick Coupled ~pe HDPE Fittings)	-	3000	-
4.2.7(Quick Coupled ~pe HDPE Fittings)	-	3000	-
4.2.7(1 Dimensions of Quick Coupled Pipes and Fittings)	-	3000	-
4.2.7(Reducers Table 1 and 2 of IS 8008 (Part 4))	-	3000	-
4.2.7(Ferrule reducers Table 1 of IS 8008 (Part 5))	-	3000	-
4.2.7(Pipe ends Table 1 of IS 8008 (Part 6))	-	3000	-
4.2.7(End caps Table 1 of IS 8008 (Part 9))	-	3000	-
4.2.7(Insert vatve couplers Table 1 of IS 8008 (Part 3))	-	3000	-
4.2.7(Valve openers Table 1 of IS 8008 (Part 2))	-	3000	-
5.2(Dimensions of Quick Coupled Sprinkler Saddles Table 1.)	-	3000	-
6.1(Quick Coupled Pipes and Fittings)	-	3000	-
6.1.1, 6.1.1.1(Leakage Test)	-	4000	-
6.1.1, 6.1.1.1(Leakage Test)	-	4000	-
6.1.2, 6.1.2.1(Hydraulic Proof Test)	-	5000	-
6.1.2.2(Hydraulic Proof Test)	-	5000	-
6.1.2.2(Hydraulic Proof Test)	-	5000	-
6.1.3, 6.1.3.1(Weldability Test)	-	4000	-
6.1.3.1.1(Weldability Test)	-	4000	-
6.1.3.2(Quick coupled fittings)	-	1000	-
6.2, 6.2.1(Quick Coupled Fittings)	-	1000	-
7.2.1(Visual and Workmanship Requirement)	-	500	-
6.2 b(Material Identification - Male & Female Coupler)	-	1000	-
6.3.3(Material Identification - Insert Valve Coupler)	-	1000	-
6.3.3(Material Identification - Insert Valve Coupler)	-	1000	-
6.3.4()	-	0	-
6.3.5(Material Identification - Saddle)	-	1000	-
6.3.5(Material Identification - Pipe Ends)	-	1000	-
6.3.6(Quick Coupled Pump Connectors - Visual)	-	1000	-
4.2(Metallic Couplers)	-	0	-
4.2(Metallic Couplers)	-	0	-
7.2.1(Leakage Test)	-	3000	-
Cl.4.1.3(Den sity Test)	-	2000	-
Cl.4.1.3(MFR Test)	-	2000	-
Cl.4.1.3(MFR Test)	-	2000	-
Cl.4.1.3(MFR Test)	-	2000	-
Cl.4.1.3(MFR Test)	-	2000	-
Cl.4.1.3(Thermal Stabi lity)	-	2000	-
Cl.4.1.3(Thermal Stabi lity)	-	2000	-
Cl.4.1.3, T-1(Volatile Matter)	-	2000	-
Cl.4.1.3, T-1(Volatile Matter)	-	2000	-
Cl.4.1.3, T-1(Volatile Matter)	-	2000	-
Cl.4.1.3, T-1(Volatile Matter)	-	2000	-
Cl.4.1.3, T-1(Volatile Matter)	-	2000	-
Cl.4.1.3, T-1(Volatile Matter)	-	2000	-
Cl.4.1.3, T-1(Volatile Matter)	-	2000	-
Cl.4.1.3, T-1(Water Content)	-	0	-
Cl.4.1.3, T-1(Water Content)	-	0	-
Cl.4.1.3, T-1(Water Content)	-	0	-
Cl.4.1.3, T-1(Water Content)	-	0	-
Cl.4.1.3, T-1(Water Content)	-	0	-
Cl.4.1.3, T-1(Water Content)	-	0	-
Cl.4.1.3, T-1(Water Content)	-	0	-
Cl.4.1.3, T-1(Water Content)	-	0	-
Cl.4.1.3, T-1(Water Content)	-	0	-
Cl.4.1.3, T-1(Water Content)	-	0	-
Cl.4.1.3, T-1(Water Content)	-	0	-
Cl.4.1.3, T-1(Water Content)	-	0	-
Cl.4.1.3, T-1(Water Content)	-	0	-
Cl.4.1.3, T-1(Water Content)	-	0	-
Cl.4.1.3, T-1(Water Content)	-	0	-
Cl.4.1.3, T-1(Water Content)	-	0	-
Cl.4.1.3, T-1(Water Content)	-	0	-
Cl.4.1.3, T-1(Water Content)	-	0	-
Cl.4.1.4(Carbon Black Content)	-	2000	-
Cl.4.1.4(Carbon Black Content)	-	2000	-
Cl.4.1.4(Carbon Black Content)	-	2000	-
Cl.4.1.4(Carbon Black Di spersion)	-	2000	-
Cl.4.1.4(Carbon Black Di spersion)	-	2000	-
Cl.4.1.4(Carbon Black Di spersion)	-	2000	-
Cl.5(Di men sion)	-	2000	-
Cl.5.1.l(Outside Diameter)	-	2000	-
Cl.5.1.l(Outside Diameter)	-	2000	-
Cl.6.2.L(Wall Thickness)	-	2000	-
Cl.6.2.4(Workmanship and Appearance)	-	500	-
Cl.6.2.6(Rubber Ring Hardness)	-	2000	-
Cl.6.2.6(Ageing Test)	-	2000	-
Cl.7.1.l(Visual Anneara nce)	-	500	-
Cl.7.1.2(Hydraulic Characteristic)	-	5000	-
Cl.7.1.2(Hydraulic Characteristic)	-	5000	-
Cl.7.1.2(Hydraulic Characteristic)	-	5000	-
Cl.7.1.2(Hydraulic Characteristic)	-	5000	-
Cl.7.1.3(Reversion Test)	-	2000	-
Cl.7.1.3(Reversion Test)	-	2000	-
Cl.7.1.4(Tensile Test)	-	3000	-
Cl.7.1.4(Tensile Test)	-	3000	-
Cl.7.1.4(Tensile Test)	-	3000	-
Cl.7.1.4(Elongation)	-	3000	-
Cl.7.1.4(Elongation)	-	3000	-
Cl.7.1.5(Fusion Compatibility)	-	3000	-
Cl.7.1.5(Fusion Compatibility)	-	3000	-
Cl.7.1.5(Fusion Compatibility)	-	3000	-
Cl.7.1.5(Fusion Compatibility)	-	3000	-
Cl.7.1.6(Corrected Density)	-	2000	-
Cl.7.1.7(MFR Test)	-	2000	-
Cl.7.1.7(MFR Test)	-	2000	-
Cl.7.1.7(MFR Test)	-	2000	-
Cl.7.1.7(MFR Test)	-	2000	-
Cl.7.2.l(Leakage Test)	-	4000	-
Cl.7.2.l(Leakage Test)	-	4000	-
Cl.7.2.l(Leakage Test)	-	4000	-
Cl.7.2.l(Leakage Test)	-	4000	-
Cl.7.2.l(Leakage Test)	-	4000	-
Cl.7.2.2(Cl.7.2.2)	-	0	-
Cl.7.2.3(Weld ability Test)	-	4000	-
Cl.7.2.3(Weld ability Test)	-	4000	-
6.2 (iii) Rubber Rings (a) Shore hardness(Shore hardness)	-	2000	-
6.2 (iii) Rubber Rings (b) Accelerated Storage test(Accelerated Storage test)	-	2000	-
5(Dimensions of pipe (outside diameter, ovality, wall thickness))	-	3000	-
6.1(Thermal Stability (OIT))	-	2000	-
6.1(Volatile Matter)	-	2000	-
6.1(Water content)	-	0	-
6.1(Tensile strength at Yield & Elongation at break)	-	2000	-
6.1(Carbon Black Content)	-	2000	-
6.1(Carbon Black Dispersion)	-	2000	-
6.2.1(Base Density x 2)	-	2000	-
6.2.1(Melt Flow Index x 2)	-	2000	-
6.2.1(Thermal Stability (OIT) x 2)	-	2000	-
6.2.1(Volatile Matter x 2)	-	2000	-
6.2.1(Water content x 2)	-	0	-
6.2.1(Carbon Black Content x 2)	-	2000	-
6.2.1(Carbon Black Dispersion x 2)	-	2000	-
6.2.1(Wall thickness of male & female coupler)	-	1000	-
6.2.4(Workmanship and appearance (Visual))	-	500	-
6.2.5(Holding attachment for coupler parts)	-	2000	-
6.2.5(Material Composition (Chemical Analysis))	-	0	-
4.2.2(Coating thickness (Hot dip Galvanized or Electroplated or Passivated or Powder Coated))	-	0	-
6.2.6(Material Identification (Chemical Analysis))	-	0	-
6.2.6(Color)	-	0	-
6.2.6(Rubber Ring Hardness Shore – A (Before Ageing))	-	2000	-
6.2.6(Ageing Charges for rubber ring)	-	3000	-
7.1.1(Visual appearance of pipes)	-	500	-
7.1.2(Hydraulic Characteristics)	-	5000	-
7.1.2((a) Acceptance Test (48 hrs) / 80˚ C)	-	5000	-
7.1.2((b) Type test ( 165 hrs) / 80˚ C)	-	8000	-
7.1.3(Reversion)	-	2000	-
7.1.4(Tensile strength & elongation)	-	3000	-
7.1.5(Fusion Compatibility test)	-	3000	-
7.1.5((a) Acceptance Test (48 hrs) / 80˚ C)	-	4000	-
7.1.5((b) Type test ( 165 hrs) / 80˚ C)	-	6000	-
7.1.6(Corrected Density)	-	2000	-
7.1.6(Base Density)	-	2000	-
7.1.6(Carbon black Content)	-	2000	-
7.1.7(Melt Flow Rate (MFR))	-	2000	-
7.2.1(Leakage test 1hour / 27°C)	-	4000	-
7.2.2(Hydraulic Proof test 1hour / 27°C)	-	5000	-
7.2.3((a) Acceptance Test (48 hrs) / 80˚ C)	-	5000	-
7.2.3((b) Type test ( 165 hrs) / 80˚ C)	-	6000	-
8(Supply of pipe (Visual))	-	500	-
4.1.1 (Table-1)(Density)	-	2000	-
4.1.1 (Table-1)(Melt Flow Index)	-	2000	-
4.1.1 (Table-1)(Oxidation Induction Time)	-	2000	-
4.1.1 (Table-1)(Volatile Matter)	-	2000	-
4.1.1 (Table-1)(Water content)	-	0	-
4.1.1 (Table-1)(Tensile strength at Yield & Elongation at break)	-	3000	-
4.1.4(Carbon Black Content)	-	2000	-
4.1.4(Carbon Black Dispersion)	-	2000	-
4.1.1(Polyethylene material)	-	5000	-
4.1.3, Table 1,(i)(Bass density)	-	2000	-
4.1.3, Table 1,(ii)(Melt flow rate)	-	2000	-
4.1.3, Table 1,(iii)(Thermal stability)	-	2000	-
4.1.3, Table 1,(iv)(Volatile matter)	-	2000	-
4.1.3, Table 1,(v)(Water content)	-	0	-
4.1.3, Table 1,(vi)(Minimum tensile strength at yield)	-	3000	-
4.1.3, Table 1,(vii)(Minimum elongation at break)	-	3000	-
4.1.4(The Carbon Content and Dispersion)	-	2000	-
4.1.5(Carbon Black Specification)	-	2000	-
4.1.6(Antioxidant)	-	3000	-
4.1.7(Rework Material)	-	0	-
4.2(Metallic Couplers)	-	0	-
5.1, Table 1,(i)(Plain pipes)	-	500	-
5.1, Table 1,(ii)(90° Bends and tee)	-	3000	-
5.1, Table 1,(iii)(Base pipe )	-	3000	-
5.1, Table 1,(iv)(PCN)	-	4000	-
5.1, Table 1,(v)(Reducers, ferrule reducers)	-	4000	-
5.1, Table 1,(vi)(End caps, insert valve coupler, valve openers)	-	4000	-
5.1, Table 1,(vii)(Riser pipe and socket)	-	4000	-
7.1.1(Visual Appearance and Workmanship)	-	500	-
7.1.2(Hydraulic Performance Characteristic)	-	6000	-
7.1.3(Reversion Test)	-	2000	-
7.1.4(Tensile Test)	-	3000	-
7.1.5(Fusion Compatibility Test)	-	4000	-
7.1.6(Corrected Density)	-	2000	-
7.1.7(Melt flow rate)	-	2000	-
7.2.1(Leakage Test)	-	4000	-
7.2.2(Hydraulic Proof Test)	-	5000	-
7.2.3(Weldability Test)	-	4000	-
7.3(Quick Couple Fitting)	-	4000	-
10(Marking)	-	500	-
5.1.2(Squareness)	-	1000	-
Cl 6.3.5, Table 5 Dimension of Quick Coupled Sprinkler Saddles (Foot Batten)(Table 5 Dimension of Quick Coupled Sprinkler Saddles (Foot Batten))	-	4000	-
4.2.5(Quick Coupled ~pe HDPE Fittings)	-	4000	-
Cl.4.1.3, T-1(Water Content)	-	0	-

08 Dec, 2028

-
Cl 4.2 (Material Composition for Metallic Couplers)

IS 14885 (2022)

Polyethylene Pipes for the Supply of Gaseous Fuels ï¿½ Specification (First Revision)

16 MM TO 630 MM

220000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4.2(Grade of material)	-	500	-
4.3(Nominal Diameter)	-	500	-
4.4(Colour)	-	500	-
5.1(Polyethylene compound)	-	2000	-
5.3(Anti-oxidant)	-	2000	-
5.4(U-V stabilizer)	-	0	-
5.7(PE Compound Quality Evaluation)	-	3000	-
5.5(Effect of Gas condensate on the Hydrostatic strength)	-	5000	-
5.6(Resistance to Weathering)	-	20000	-
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)	-	500	-
8.1(Internal pressure creep rupture test for plain at 80 deg. C for 165h)	-	8000	-
8.1(Internal pressure creep rupture test for plain pipes at 20 deg. C for 100h)	-	5000	-
8.1(Internal pressure creep rupture test for plain pipes at 80 deg. C for 1000 h)	-	5000	-
8.2(Reversion Test)	-	2000	-
8.3(Density)	-	2000	-
8.6(Thermal Stability (Oxidation Induction Time))	-	2000	-
8.7(Volatile Matter Content)	-	2000	-
8.8(Tensile Properties (Tensile Yield Strength and Elongation at Break))	-	3000	-
8.9(Resistance to Weathering)	-	20000	-
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)	-	6000	-
8.11(Squeeze-off)	-	5000	-
5.1, 5.7 Table 2(i) Conventional density (of base polymer))	-	2000	-
5.1, 5.7 Table 2(ii) Melt flow rate (MFR))	-	2000	-
5.1, 5.7 Table 2(iii) Thermal stability (oxidation induction time))	-	2000	-
5.1, 5.7 Table 2(iv) Volatile content)	-	2000	-
5.1, 5.7 Table 2(v) Water content1))	-	0	-
5.1, 5.7 Table 2(vi) Pigment dispersion)	-	2000	-
5.1, 5.7 Table 3(iv) Resistance to slow crack growth rate)	-	6000	-
5.3(Anti-Oxidant)	-	2000	-
5.4(U.V. Stabilizer)	-	0	-
5.5(Effects of Gas Condensate on the Hydrostatic Strength)	-	8000	-
5.6(ii) Hydraulic characteristics)	-	20000	-
5.6(iii) Thermal stability (Oxidation induction time))	-	2000	-
6(Dimensions of pipes)	-	2000	-
7(Finish)	-	500	-
8.1(Hydraulic Characteristics)	-	20000	-
8.2(Reversion test)	-	2000	-
8.3(Density)	-	2000	-
8.4(Melt Flow Rate)	-	2000	-
8.5(Pigment Dispersion)	-	2000	-
8.6(Thermal Stability (Oxidation Induction Time))	-	2000	-
8.7(Volatile Matter Content)	-	2000	-
8.9(Resistance to Weathering)	-	20000	-
8.8(Tensile Properties (Tensile Yield Strength and Elongation at Break))	-	2000	-
8.10(Slow Crack Growth Rate Test)	-	6000	-
8.11(Squeeze-of)	-	5000	-
10(Marking)	-	500	-

08 Dec, 2028

-
Cl 5.4 (U V Stabilizer)

IS 14333 (2022)

Polyethylene Pipes for Sewerage and Industrial Chemicals and Effluent ï¿½ Specification (First Revision)

63 MM TO 630 MM

30000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.2.1,T2("Base Density (At 27°C Temp.)-IS 7328:2020 ")	-	2000	-
5.2.1,T2(Melt Flow Rate (At 190°C /5kg)-IS 2530:1963)	-	2000	-
5.2.1,T2(Thermal Stability(Oxidation Induction Time)-IS 4984:2016(Annexure-B))	-	2000	-
5.2.1,T2("Water Content-IS 4984:2016 (Annexure-D)")	-	0	-
5.2.1.1, T2(Compound Density-IS 7328:2020)	-	2000	-
5.2.1.1, T2("Compound carbon black -IS 2530:1963 content")	-	2000	-
5.2.1.1, T2(Compound Toluene extract - Any Method)	-	2000	-
5.2.1.1, T2(Compound maximum volatile matter -IS 4984:2016 (Annexure-C))	-	2000	-
5.2.1.1, T2(Compound carbon black particle size- Any Method)	-	0	-
5.2.1.1, T2(Compound ash content - Any Method)	-	2000	-
5.2.1.1, T2("Compound carbon black -IS 2530:1963 dispersion")	-	2000	-
5.3(Density of Higher olefin - IS 7328:2020)	-	0	-
5.3(Olefin Constituents- 14333-2022)	-	0	-
5.3(Loading of Carbon Black - IS 2530:1963)	-	2000	-
5.3(Ash content- Any Method)	-	2000	-
5.3(Toluene extract - Any Method)	-	2000	-
5.3("Maximum volatile matter -IS 4984:2016 (Annexure-C)")	-	2000	-
5.3(Carbon black particle size - Any Method)	-	0	-
5.4(Antioxidant - Any Method)	-	2000	-
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)	-	1000	-
7.3(Coiling- IS 14333-2022)	-	1000	-
7.4,T3 of IS 4984(Outside Diameter-IS 4984-2016)	-	1000	-
7.4,T4 of IS 4984(wall Thickness-IS 4984-2016)	-	1000	-
7.4,T3 of IS 4984(Ovality-IS 4984-2016)	-	1000	-
8.1.1, T4(Internal Pressure creep Rupture test, Temperature - 27 oC , Test Period - 100 hrs.-IS 4984-2016 (Annexure-E))	-	4000	-
8.1.1, T4(Internal Pressure creep Rupture test, Temperature - 80 oC , Test Period - 48 hrs.-IS 4984-2016 (Annexure-E))	-	3000	-
8.1.1, T4(Internal Pressure creep Rupture test, Temperature - 80 oC , Test Period - 165 hrs.-IS 4984-2016 (Annexure-E))	-	5000	-
8.1.1, T4(Internal Pressure creep Rupture test, Temperature - 80 oC , Test Period - 1000 hrs.-IS 4984-2016 (Annexure-E))	-	10000	-
8.1.2, T4(Internal Pressure creep Rupture test, Temperature - 80 oC , Test Period - 48 hrs.-IS 4984-2016 (Annexure-E))	-	3000	-
8.2("Longitudinal Reversion Test - IS 4984-2016 (Annexure-F)")	-	2000	-
8.3(Carbon black content- IS 2530-1963)	-	2000	-
8.3(Carbon black content Dispersion- IS 2530-1963)	-	2000	-
8.4(Melt Flow rate(Temperature - 190oC,Mass 5kg)-IS 2530-1963)	-	2000	-
8.5(Oxidation Induction Time -IS 4984:2016(Annexure-B))	-	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)")	-	2000	-
8.8,T5("Elongation -IS 4984-2016 (Annexure-H)")	-	2000	-
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))	-	5000	-
5.2.1,T2("Volatile Matter- IS 4984:2016 (Annexure-C)")	-	2000	-

08 Dec, 2028

-
Scope restriction up-to OD of 630 mm

IS 13592 (2013)

Unplasticized Polyvinyl Chloride (PVC-U) Pipes for Soil and Waste Discharge System Inside and Outside Buiildings Including Ventilation and Rainwater System

40 MM T0 315 MM, TYPE A&B

18000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl.5(Surface colour of the pipes shall be dark shade of grey)	-	500	-
Cl6.3(The composition shall be based on PVC resin having a K-value of 64 or greater when tested in accordance with IS 4669)	-	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))	-	1000	-
Cl.7.1(Outside Diameter at any point (Take 8 reading reported minimum, maximum))	-	1000	-
Cl.7.1(Wall thickness "minimum,maximum" (Take 8 reading))	-	1000	-
Cl.7.2(Pipes shall be supplied in nominal lengths of 2, 3, 4 or 6 metres either plain or with socket for solvent cementing/grooved socket. Tolerances on specified length shall be + 10 mm and – 0 mm.The nominal length of the pipe with socket for solvent cementing/grooved socket shall be as given in Fig. 1.)	-	1000	-
Cl.7.3.1(Minimum wall thickness of socket on pipes shall be as given in Table 2 read with Fig. 2 and Fig. 3.)	-	1000	-
Cl.7.3.2(Dimensions of sockets for solvent cementing and grooved sockets of pipes shall be as given in Tables 3 and 4 respectively, read with Fig. 2 and 3.)	-	1000	-
Cl.8.1(The internal and external surface of the pipes shall be smooth and clean, and free from grooving and other defects. The end shall be clearly cut and shall be square with the axis of the pipe. The end may be chamfered on the plain side.)	-	500	-
Cl.8.2(When tested by the method described in IS 12235 (Part 5), a length of pipe sample of 200 ± 20 mm shall not alter in length by more than 5 percent. In the case of socket ended pipes, this test shall be carried out on the plain portion of pipe taken at least 100 mm away from the root of the socket.)	-	2000	-
Cl8.3(This test shall be carried out for socket end pipes only. When tested by the method described in IS 12235 (Part 6), the test specimens shall not show blisters, excessive delamination or cracking or signs of weld line splitting.)	-	2000	-
Cl.8.4(When determined in accordance with IS 12235 (Part 2), the vicat softening temperature of the specimen shall not be less than 79°C.)	-	2000	-
Cl.8.5(After the required period of exposure, the tensile strengths of two samples when tested as per IS 12235 (Part 13) shall not show difference of more than 20 percent of their initial tensile strengths)	-	8000	-
Cl. 9, IS 12235 Part 7(Resistance to Sulphuric Acid)	-	2000	-
Cl.10.1(When tested by method prescribed in IS 12235 (Part 9),the pipe shall have a true impact rate of not more than 10 percent. Mass of striker and height of fall shall be as per Annex A.)	-	2000	-
Cl.10.2(When determined in accordance with the method described in IS 12235 (Part 13), the tensile strength at break shall not be less than 45 MPa.)	-	2000	-
Cl.10.3(The axial shrinkage shall not exceed 2 percent when determined in accordance with Annex B.)	-	2000	-
Cl.11.(Jointing of solvent cementing joints is to be carried out using solvent conforming to IS 14182. Apply a pressure of 0.05 MPa for a period of 15 min and there should be no leakage at any joint.)	-	2500	-
Cl. 12, IS 12235 Part 11(Resistance to Di-Chloro-Methane)	-	2000	-
8.6(Effect on Water Test)	-	3000	-
14(Marking)	-	500	-
Cl 8.6(Effect on Water Lead (first extraction))	-	3000	-
Cl 8.6(Effect on Water Lead (first extraction))	-	3000	-
Cl 8.6(Effect on Water Lead (third extraction))	-	3000	-
Cl 8.6(Effect on Water Dialkyl tin C4 and higher homologues(measuredas tin )(third extraction ))	-	3000	-
Cl 8.6(Effect on Water Cadmium (mean of first extraction, second extraction and third extraction))	-	3000	-
Cl 8.6(Effect on Water Mercury (mean of first extraction, second extraction and third extraction))	-	3000	-

08 Dec, 2028

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-

IS 13488 (2008)

Irrigation equipment - Emitting pipe systems - Specification (First Revision)

12 MM TO 25 MM, CLASS 1 TO 4

15000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.1(Materials - shall be resistant to fertilizers and chemicals commonly employed in irrigation, and shall be suitable for use with water at temperatures up to 60°C and at pressures designed for the emitting pipe)	-	5000	-
5.1.2 (Ref. Cl 4.1.a of IS 12786 : 1989)(Potyethylene - higher olefins constituent )	-	1000	-
5.1.2 (Ref. Cl 4.1.b of IS 12786 : 1989)(Potyethylene - anti-oxidant)	-	1000	-
5.1.2 (Ref. Cl 4.1.c.i of IS 12786 : 1989)(Density)	-	1000	-
5.1.2 (Ref. Cl 4.1.c.ii of IS 12786 : 1989)(Toluene extract - Annex A of IS 12786:1989)	-	1000	-
5.1.2 (Ref. Cl 4.1.c.iii of IS 12786 : 1989)(Volatile matter - Annex B of IS 12786:1989)	-	1000	-
5.1.2 (Ref. Cl 4.1.c & 4.2.a of IS 12786 : 1989)(Carbon Black content - IS 2530 : 1963)	-	1000	-
5.1.2 (Ref. Cl 4.2.b of IS 12786 : 1989)(The dispersion of Carbon Black content shall be satisfactory - IS 2530 : 1963)	-	1000	-
5.1.2 (Ref. Cl 4.3 of IS 12786 : 1989)(Addition of not more than 10 percent of the manufactures own rework material produced during the manufacture and works testing of pipe complying with this standard is permitted. No other rework material shall be used)	-	0	-
6.2.2(Fittings)	-	500	-
6.3(General)	-	500	-
6.3(General)	-	500	-
8.1.2(Uniformity of Emission Rate for Unregulated Emitting Pipes)	-	2000	-
8.1.3(Uniformity of Emission Rate for Regulated Emitting Pipes)	-	2000	-
8.2(Emission Rate of Emitting Unit as a Function of Inlet Pressure)	-	2000	-
8.2.1(Unregu/Qt~d Emining Pipe)	-	2000	-
8.2.2(Regulated Emitting Pipes)	-	2000	-
8.3.1(Wall Thickness ofEmitting Pipe)	-	1000	-
8.3.2(Inside Diameter ofEmitting Pipe)	-	1000	-
8.3.3(Flow Paths in Emitting Unit)	-	1000	-
8.3.4(Spacing ofEmitter Units)	-	1000	-
8.4.1(Resistance to Hydrostatic Pressure at Ambient Temperature)	-	3000	-
8.4.2(Resistance to Hydrostatic Pressure at Elevated Temperature)	-	3000	-
8.5(Resistance to Tension at Elevated Temperature)	-	3000	-
8.5(Resistance to Tension at Elevated Temperature)	-	2000	-
8.5(Resistance to Tension at Elevated Temperature)	-	2000	-
8.6(Resistance to Pull Out of Joints Between Fitting and Emitting IS 13479)	-	2000	-
8.7.1(Resistance of PE Emitting Pipe to Environmental Stress Cracking -Acceptance Test Annex D of IS 12786)	-	2000	-
8.7.2(Resistance of PE Emitting Pipe to Environmental Stress Cracking - Type Test Annex D of IS 12786)	-	2000	-
8.8(Determination of Emitting Unit Exponent)	-	3000	-
9.1(DESIGNATION - Non regulated Emitting Pipe)	-	2000	-
9.2(DESIGNATION - Regulated Emitting Pipe)	-	500	-
4.1 a(Identification)	-	500	-
4.1 a(Identification)	-	500	-
4.1 c(Volatile matter Extract)	-	0	-
4.1 d(Density)	-	0	-
4.1 d(MFI @ 1900C/2.16 Kg)	-	2000	-
4.2(Carbon black content)	-	2000	-
4.2(Carbon black dispersion)	-	2000	-
5.1(Materials)	-	5000	-
6.1.1, Table 1,(i)(Nominal Diameter)	-	500	-
6.1.1, Table 1,(ii)(Inside Diameter)	-	1000	-
6.1.1, Table 1,(iii)(Tolerance on I.D)	-	1000	-
6.1.1, Table 1,(iv)(Wall Thickness)	-	1000	-
6.2(Fittings)	-	1000	-
6.3(General)	-	1000	-
7.1(Test Specimens)	-	2000	-
7.2(Order of Tests)	-	1000	-
7.3(Testing Conditions)	-	1000	-
7.4(Accuracy of Measuring Devices)	-	0	-
8.1(Uniformity of Emission Rate)	-	3000	-
8.1.2(Unregulated Emitting Pipes)	-	3000	-
8.1.3(Regulated Emitting Pipes)	-	3000	-
8.2(Emission Rate of Emitting Unit as a Function of Inlet Pressure)	-	3000	-
8.2.1(Unregulated Emitting Pipes)	-	3000	-
8.2.2(Regulated Emitting Pipes)	-	3000	-
8.3.1(Wall Thickness ofEmitting Pipe)	-	1000	-
8.3.2(Inside Diameter ofEmitting Pipe)	-	1000	-
8.3.3(Flow Paths in Emitting Unit)	-	2000	-
8.3.4(Spacing of Emitter Units)	-	1000	-
8.4(Resistance of Emitting Pipes to Hydrostatic Pressure)	-	3000	-
8.5(Resistance to Tension at Elevated Temperature)	-	3000	-
8.6(Resistance to Pull Out ofJoints Between Fitting and Emitting)	-	3000	-
8.7.1(Acceptance Test)	-	5000	-
8.7.2(Type Test)	-	5000	-
8.8(Determination of Emitting Unit Exponen)	-	2000	-
9.1(Non-regulated Emitting Pipe)	-	2000	-
9.2(Regulated Emitting Pipe)	-	2000	-
10.1(Marking)	-	500	-

08 Dec, 2028

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-

IS 9537 : Part 3 (1983)

Specification for conduits for electrical installations: Part 3 rigid plain conduits of insulating meterials

16 MM TO 63 MM, LIGHT, MEDIUM, HEAVY

9500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6.1(Marking)	-	500	-
6.2(Durability of Marking as per 6.4 of IS: 9537 (Part 1)-1980)	-	500	-
6.3(Standard Mark on Conduit)	-	500	-
7.1.1(Maximum and minimum outside diameter of socket)	-	1000	-
7.1.1 Table-2(Length of Socket end)	-	1000	-
7.1.2(Maximum and minimum outside diameter of conduit)	-	1000	-
7.2(Minimum inside diameter of conduit)	-	1000	-
7.3(Length of conduit)	-	1000	-
7.4(Unifomity of The wall Thickness)	-	1000	-
8.1(Construction as per clause 8 of IS: 9537 (Part 1)-1980)	-	500	-
9.2(Bending Test i) At Room Temp ii) At Low Temp (-5 ±2°C))	-	1000	-
9.3(Compression Test as per caluse 9.3 of IS: 9537 (Part 1)-1980)	-	2000	-
9.4(Impact Test as per clause 9.4 of IS: 9537 (Part 1)-1980)	-	2000	-
9.5(Collapse Test as per clause 9.5 of IS: 9537 (Part 1)-1980)	-	2000	-
10(Resistance to Heat -Ball presure test)	-	1500	-
11(Resistance to burning as per clause 11 of IS: 9537 (Part 1)-1980)	-	1500	-
12(Electrical Characteristics-Test for electric strength as per clause 12.1.1 of IS: 9537 (Part 1)-1980)	-	2000	-
12(Electrical Characteristics-Insulation resistance test as per clause 12.1.2 of IS: 9537 (Part 1)-1980)	-	2000	-
13(Tests for external influence as per clause 13 of IS: 9537 (Part 1)-1980)	-	0	-
13(Tests for external influence as per clause 13 of IS: 9537 (Part 1)-1980)	-	0	-
12(3 Characteristics-Insulation resistance test as per clause 12.1.2 of IS: 9537 (Part 1)-1980)	-	2000	-
12(3 Characteristics-Test for electric strength as per clause 12.1.1 of IS: 9537 (Part 1)-1980)	-	2000	-
11.0(Resistance to burning as per clause 11 of IS: 9537 (Part 1)-1980)	-	1500	-
10.0(Resistance to Heat -Ball presure test)	-	2000	-
9.5 Fig.5(Collapse Test as per clause 9.5 of IS: 9537 (Part 1)-1980)	-	2000	-
9.4(Impact Test as per clause 9.4 of IS: 9537 (Part 1)-1980)	-	2000	-
9.3(Compression Test (after removal of force) as per caluse 9.3.3 of IS: 9537 (Part 1)-1980)	-	2000	-
9.3(Compression Test at Full force applied (On load))	-	2000	-
9.2(Bending Test At Low Temp (-5 ±2°C))	-	2000	-
9.2(Bending Test At Room Temp)	-	1500	-
8.1(Construction as per clause 8 of IS: 9537 (Part 1)-1980)	-	500	-
7.4(Unifomity of The wall Thickness)	-	2000	-
7.3(Length of conduit)	-	2000	-
7.2 Fig.3(Minimum inside diameter of conduit)	-	2000	-
7.1.2 Fig.2(Minimum outside diameter of conduit)	-	2000	-
7.1.2 Fig.1(Maximum outside diameter of conduit)	-	2000	-
7.1.1 Table-2(Length of Socket end)	-	1000	-
7.1.1 Fig.8(Maximum inside diameter of socket)	-	1000	-
7.1.1 Fig.7(Maximum outside diameter of socket)	-	1000	-
6.3(Standard Mark on Conduit)	-	500	-
6.2(Durability of Marking as per 6.4 of IS: 9537 (Part 1)-1980)	-	500	-
6.1 - d(Marking)	-	500	-
6.1 - c(Marking)	-	500	-
6.1 - b(Marking)	-	500	-
6.1 - a(Marking)	-	500	-

08 Dec, 2028

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-

IS 12786 (2024)

Irrigation equipment - Polyethylene pipes for irrigation laterals - Specification (first revision)

CLASS-1,2&3 (16 TO 32 MM)

15000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl-4.1(Material)	-	5000	-
Cl-4.2(Carbon content of finished PE lateral pipe)	-	2000	-
Cl-5.1(Dimensions of pipes and wall thicknesses)	-	2000	-
Cl-6.0(Visual Appearance)	-	500	-
Cl-7.1(Hydraulic Characteristics- Internal pressure creep rupture test)	-	3000	-
Cl-7.1(Hydraulic Characteristics- quality acceptance test)	-	3000	-
Cl-7.2(Reversion Test)	-	1500	-
Cl-7.3(Tensile Test)	-	2000	-
Cl-7.3.1(Test Piece)	-	1000	-
Cl-7.3.2(Procedure)	-	1000	-
Cl-7.4(Susceptibility to Environmental Stress Cracking)	-	2000	-
Cl-8.0(Supply of pipes)	-	1000	-
Cl-9.0(Coiling)	-	1000	-
Cl-10.0(Sampling and criteria for conformity)	-	0	-
Cl-11(Marking)	-	500	-
3(Class of Pipe)	-	500	-
5.1 & Table 1(Dimensions of Pipes - Outside diameters)	-	1000	-
5.1 & Table 1(Dimensions of Pipes - Wall thickness)	-	1000	-
6(Visual Appearance)	-	500	-
7.1 & Table 2(Hydraulic Characteristics)	-	3000	-
7.1 & Table 2(Hydraulic Characteristics)	-	3000	-
7.2(Reversion Test)	-	2000	-
7.3(Tensile Strength)	-	2000	-
7.3(Elongation at Break)	-	2000	-
7.4(SusceptibiIity to Environmental Stress Cracking)	-	2000	-
4.2(a)(Carbon Black Content-IS 2530)	-	2000	-
4.2(b)(Carbon Black Dispersion-IS 2530)	-	1500	-

08 Dec, 2028

-
-

IS 12701 (1996)

Rotational moulded polyethylene water storage tanks - specification (First Revision)

200L - 20000L

19000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4.2.3(Carbon Black Content )	-	1000	-
4.2.3(Carbon Dispersion Test)	-	1000	-
5(Types and Features )	-	500	-
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank)	-	1000	-
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank)	-	1000	-
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank)	-	1000	-
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank)	-	1000	-
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank)	-	1000	-
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank)	-	1000	-
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank)	-	1000	-
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank)	-	1000	-
5.2 Table 2(Dimensions of Rectangular Loft Tanks)	-	1000	-
5.2 Table 2(Dimensions of Rectangular Loft Tanks)	-	1000	-
5.2 Table 2(Dimensions of Rectangular Loft Tanks)	-	1000	-
5.2 Table 2(Dimensions of Rectangular Loft Tanks)	-	1000	-
5.2 Table 2(Dimensions of Rectangular Loft Tanks)	-	1000	-
5.2 Table 2(Dimensions of Rectangular Loft Tanks)	-	1000	-
5.2 Table 2(Dimensions of Rectangular Loft Tanks)	-	1000	-
5.2 Table 2(Dimensions of Rectangular Loft Tanks)	-	1000	-
5.3(Types and Features )	-	500	-
5.6(Types and Features )	-	500	-
6.1(Finish)	-	500	-
7.1.1(Resistance to Deformation)	-	1000	-
7.1.2(Resistance to Deformation)	-	1000	-
7.2(Resistance to Impact)	-	1500	-
7.3(Test for Top Load Resistance)	-	1500	-
7.4(Tensile Strength)	-	2000	-
7.5(Flexural Modulus)	-	2000	-
7.6(overall Migration)	-	2000	-
9.2.1(Man-Hole and Hand-Hole Lids)	-	1000	-
9.2(Man-Hole and Hand-Hole Lids)	-	1000	-
9.1(Man-Hole and Hand-Hole Lids)	-	1000	-
9.1(Lid Thickness)	-	1000	-
7.3(Test for Top Load Resistance)	-	1500	-
6.1(Finish)	-	500	-
5.4(Wall Thickness above effective height)	-	1000	-
5.2 Table 2 (7)(Minimum Wall Thickness)	-	1000	-
5.1 Table 1 (7)(Minimum Weight of Tank (Without Lid))	-	2000	-
4.2.1(Density)	-	2000	-
4.2.2(MFI)	-	2000	-
7.6(overall Migration)	-	2000	-
4.1(MATERIALS)	-	2000	-
4.2.2(MFR)	-	2000	-
4.2.1(Density)	-	2000	-
5.4(Wall Thickness)	-	1000	-
10(MARKING)	-	500	-
Cl-7.6(Overall Migration)	-	1500	-

08 Dec, 2028

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Scope restriction for capacity up-to 5000 litre

IS 4985 (2021)

UNPLASTICIZED PVC PIPES FOR POTABLE WATER SUPPLIES SPECIFICATION Fourth Revision

CLASS-1TO 6, TYPE-A, TYPE B

25000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	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)	-	1500	-
5(CLASSIFICATION OF PIPES)	-	500	-
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)	-	1000	-
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)	-	1000	-
10.4(PHYSICAL AND CHEMICAL CHARACTERISTICS- Reversion Test)	-	1500	-
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))	-	5000	-
11.1-Table 6(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Acceptance Test))	-	3000	-
11.1-Table 7(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Type Test)-for Integral Sealing Ring Sockets)	-	5000	-
11.1-Table 7(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Acceptance Test)-for Integral Sealing Ring Sockets)	-	3000	-
11.1.1(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Acceptance Test)-for Plumbing pipes)	-	3000	-
11.2(Resistance to External Blows at 0°C)	-	1500	-
10.3(Effect on Water Test)	-	2000	-
6.1.2(PVC Resin)	-	3000	-
7.1.3(mean outside diameter, outside diameter at any point, and wall thickness of plumbing pipes)	-	500	-
7.1.4(Length)	-	500	-
7.2.1.2b(Maximum inner diameter of groove)	-	500	-
13.1(Marking)	-	500	-
cL-13.1.1(Marking)	-	500	-
Cl-13.1.2(Marking)	-	500	-
Cl-10.3 (i)(Effect on Lead (first extraction))	-	2000	-
Cl-10.3 (ii)(Effect on Lead (third extraction))	-	2000	-
Cl-10.3 (iii)(Effect on Dialkyl tin C4 and higher homologues measured as tin (third extraction))	-	2000	-
Cl-10.3 (iv)(Effect on Cadmium)	-	2000	-
Cl-10.3 (v)(Effect on Mercury)	-	2000	-
Cl-10.3 (vi)(Other toxic substances such as ‘di-n-octyl-tin- mass) s-s bis iso-octyl mercapto acetate’ and ‘butyl stearate)	-	2000	-

08 Dec, 2028

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Cl 6.1.1 (VCM Content)

IS 4984 (2016)

Polyethylene pipes for water supply - Specification (Fifth Revision)

PE 63, PE 80, PE 100

28000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	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	-
8.5 (Oxidation Induction Time)	-	2000	-
8.4( Melt Flow Rate)	-	1500	-
8.2(Longitudinal Reversion Test)	-	1500	-
8.1.2 table -5(Internal Pressure Creep Rupture Test of Pipe Joints)	-	15000	-
8,/8.1/8.1.1 table-5(PERFORMANCE REQUIREMENTS / Hydraulic Characteristics/ Internal Pressure Creep Rupture Test of Pipe)	-	20000	-
7.4.1.2(Ovality)	-	500	-
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)	-	1000	-
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)	-	1500	-
5.4(Anti oxydent)	-	1500	-
5.3(e)(Carbon Black Master Batch)	-	1000	-
5.3(d)(Carbon Black Master Batch)	-	1000	-
5.3(c)(Carbon Black Master Batch)	-	1000	-
5.3(b)(Carbon Black Master Batch)	-	1000	-
5.3 (a)(Carbon Black Master Batch)	-	1000	-
5.2(Polyethylene Resin)	-	5000	-
5, 5.1 table-1(MATERIALS)	-	5000	-
7()	-	0	-
5.2(Density)	-	1500	-
5.2(MFI @ 1900C/5.0 Kg)	-	2000	-
5.2(Volatile matter Content)	-	1500	-
5.3(Toluene Extract)	-	1000	-
Clause 7.1(Visual Apperance)	-	500	-
Clause 7.3(Coiling)	-	1500	-
Clause 8.3(Carbon Black content)	-	1500	-
Clause 8.3(Carbon Black Dispersion)	-	1000	-
Clause 8.6(Overall migration (stimulate))	-	3000	-
Clause 8.6(Overall migration (surface of material))	-	3000	-
7.1(Visual Appearance)	-	500	-
7.3(Coiling)	-	1500	-
Table-2 (iii, iv)(Thermal Stability (Oxidation Induction Time), Volatile Matter)	-	2000	-
Cl. 8.3(Carbon Black Content)	-	1500	-
Cl. 8.3(Carbon Black Dispersion)	-	1000	-
5.2,T2(Melt Flow rate(Temperature - 190oC,Mass 5kg)-IS 2530-1963)	-	1500	-
8.7(Density-IS 7328:2020)	-	1500	-
8.7(Corrected Density- IS 7328:2020)	-	1500	-
8.9,T6("Tensile - IS 4984-2016 (Annexure-H)")	-	2000	-
8.9,T6("Elongation -IS 4984-2016 (Annexure-H)")	-	2000	-
Cl 8.3(Carbon Black Content)	-	1500	-
Cl 8.3(Carbon Black Dispersion)	-	1000	-

08 Dec, 2028

-
Scope restriction up-to OD of 630 mm

Bureau of Indian Standards

The National Standards Body of India

ACCURATE TEST SOLUTIONS LLP

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Scope List