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ARDM Labs Pvt Ltd

A-80, G. T. KARNAL ROAD INDUSTRIAL AREA, AZADPUR, DELHI, North, Delhi, 110033

9810068016 ardmlabs@gmail.com

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49 Results

S.No.

Indian Standard No.

Product

Grade / Type / Size / Designation etc.

Testing Charges (Excl. Of Taxes)

Validity Date

Remark

IS 17546 (2021)

Chlorinated polyvinyl chloride CPVC fittings for potable hot and cold water distribution supplies Specification

SDR 11/ SDR 17

102000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7(Dimensions of fitting)	-	250	10% DISCOUNT FOR BIS ON FULL TESTING
8.1(Visual Appearance)	-	250	10% DISCOUNT FOR BIS ON FULL TESTING
8.5(Density)	-	850	10% DISCOUNT FOR BIS ON FULL TESTING
9(Mechanical Properties)	-	60000	10% DISCOUNT FOR BIS ON FULL TESTING
11(Marking)	-	250	10% DISCOUNT FOR BIS ON FULL TESTING
8.2(Opacity)	-	1000	10% DISCOUNT FOR BIS ON FULL TESTING
8.3(Stress Relief Test)	-	1000	10% DISCOUNT FOR BIS ON FULL TESTING
8.4(Vicat softening Temperature)	-	1000	10% DISCOUNT FOR BIS ON FULL TESTING
8.6(Effect on water)	-	5000	10% DISCOUNT FOR BIS ON FULL TESTING
6(Composition)	-	5000	10% DISCOUNT FOR BIS ON FULL TESTING
3.6(Nominal Wall Thickness)	-	0	-
3.1(Nominal Size(DN))	-	0	-
3.2(Nominal Outside Diameter)	-	0	-
3.3(Mean Inside Diameter of Socket at Entry)	-	0	-
3.4(Mean Inside Diameter of Socket at Shoulder (Bottom))	-	0	-
3.5(Out-of-Roundness (Ovality))	-	0	-
3.4(Mean Inside Diameter of Socket at Shoulder (Bottom))	-	0	-
3.7(Minimum Wall Thickness)	-	0	-
3.8(Tolerance)	-	0	-
3.9(Working Pressure)	-	0	-
3.1(Standard Dimension Ratio)	-	0	-
3.11(Type Tests)	-	0	-
3.11(Acceptance Tests)	-	0	-
8.1(Visual Appearance)	-	250	-
8.5(Density)	-	950	-
7(Dimensions of fitting)	-	0	-
11(Marking)	-	0	-
8.2(Opacity)	-	0	-
8.3(Stress Relief Test)	-	0	-
8.4(Vicat softening Temperature)	-	0	-
8.6(Effect on water)	-	0	-
3.6(Nominal Wall Thickness)	-	0	-
6(Composition)	-	0	-
3.1(Nominal Size(DN))	-	0	-
3.2(Nominal Outside Diameter)	-	0	-
3.3(Mean Inside Diameter of Socket at Entry)	-	0	-
3.4(Mean Inside Diameter of Socket at Shoulder (Bottom))	-	0	-
3.5(Out-of-Roundness (Ovality))	-	0	-
9(Mechanical Properties)	-	0	-
3.4(Mean Inside Diameter of Socket at Shoulder (Bottom))	-	0	-
3.7(Minimum Wall Thickness)	-	0	-
3.8(Tolerance)	-	0	-
3.9(Working Pressure)	-	0	-
3.1(Standard Dimension Ratio)	-	0	-
3.11(Type Tests)	-	0	-
3.11(Acceptance Tests)	-	0	-
8.1(Visual Appearance)	-	0	-
8.5(Density)	-	0	-
7(Dimensions of fitting)	-	0	-
11(Marking)	-	0	-
8.2(Opacity)	-	0	-
8.3(Stress Relief Test)	-	0	-
8.4(Vicat softening Temperature)	-	0	-
8.6(Effect on water)	-	0	-
3.6(Nominal Wall Thickness)	-	0	-
6(Composition)	-	0	-
3.1(Nominal Size(DN))	-	0	-
3.2(Nominal Outside Diameter)	-	0	-
3.3(Mean Inside Diameter of Socket at Entry)	-	0	-
3.4(Mean Inside Diameter of Socket at Shoulder (Bottom))	-	0	-
3.5(Out-of-Roundness (Ovality))	-	0	-
9(Mechanical Properties)	-	0	-
3.4(Mean Inside Diameter of Socket at Shoulder (Bottom))	-	0	-
3.7(Minimum Wall Thickness)	-	0	-
3.8(Tolerance)	-	0	-
3.9(Working Pressure)	-	0	-
3.1(Standard Dimension Ratio)	-	0	-
3.11(Type Tests)	-	0	-
3.11(Acceptance Tests)	-	0	-
8.1(Visual Appearance)	-	0	-
8.5(Density)	-	0	-
7(Dimensions of fitting)	-	0	-
11(Marking)	-	0	-
8.2(Opacity)	-	0	-
8.3(Stress Relief Test)	-	0	-
8.4(Vicat softening Temperature)	-	0	-
8.6(Effect on water)	-	0	-
3.6(Nominal Wall Thickness)	-	0	-
6(Composition)	-	0	-
3.1(Nominal Size(DN))	-	0	-
3.2(Nominal Outside Diameter)	-	0	-
3.3(Mean Inside Diameter of Socket at Entry)	-	0	-
3.4(Mean Inside Diameter of Socket at Shoulder (Bottom))	-	0	-
3.5(Out-of-Roundness (Ovality))	-	0	-
9(Mechanical Properties)	-	0	-
3.4(Mean Inside Diameter of Socket at Shoulder (Bottom))	-	0	-
3.7(Minimum Wall Thickness)	-	0	-
3.8(Tolerance)	-	0	-
3.9(Working Pressure)	-	0	-
3.1(Standard Dimension Ratio)	-	0	-
3.11(Type Tests)	-	0	-
3.11(Acceptance Tests)	-	0	-
8.1(Visual Appearance)	-	0	-
8.5(Density)	-	0	-
7(Dimensions of fitting)	-	0	-
11(Marking)	-	0	-
8.2(Opacity)	-	0	-
8.3(Stress Relief Test)	-	0	-
8.4(Vicat softening Temperature)	-	0	-
8.6(Effect on water)	-	0	-
3.6(Nominal Wall Thickness)	-	0	-
6(Composition)	-	0	-
3.1(Nominal Size(DN))	-	0	-
3.2(Nominal Outside Diameter)	-	0	-
3.3(Mean Inside Diameter of Socket at Entry)	-	0	-
3.4(Mean Inside Diameter of Socket at Shoulder (Bottom))	-	0	-
3.5(Out-of-Roundness (Ovality))	-	0	-
9(Mechanical Properties)	-	0	-
3.4(Mean Inside Diameter of Socket at Shoulder (Bottom))	-	0	-
3.7(Minimum Wall Thickness)	-	0	-
3.8(Tolerance)	-	0	-
3.9(Working Pressure)	-	0	-
3.1(Standard Dimension Ratio)	-	0	-
3.11(Type Tests)	-	0	-
3.11(Acceptance Tests)	-	0	-

11 Jan, 2027

-
Included w.e.f. 28.06.2024

IS 17425 (2020)

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

42000 View breakup
Up to & Including 200mm

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl.5(Di men sion)	-	500	-
4.2(Carbon black- a)carbon content)	-	0	-
4.3(Anti-oxidant)	-	0	-
4.2(Carbon black- b) Dispersion of carbon black)	-	0	-
4.1(Quick Coupled Male and Female Couplers)	-	1500	-
Cl.4.1.3(Thermal Stabi lity)	-	2000	-
Cl.4.1.3, T-1(Volatile Matter)	-	1500	-
Cl.4.1.3, T-1(Water Content)	-	1000	-
4.1.4(a)(Holding Attachments for Coupler Parts)	-	3000	-
7.5(Density)	-	1500	-
5(Dimensions of pipe - i) Outside diameter)	-	500	-
5(Dimensions of pipe - ii) Wall thickness minimum)	-	500	-
5.1.2(Ovality)	-	500	-
Cl.7.1.5(Fusion Compatibility)	-	1500	-
4.2.7(1 Dimensions of Quick Coupled Pipes and Fittings)	-	500	-
6.1.3.1.1(Weldability Test)	-	1500	-
Cl.4.1.3, T-1(Volatile Matter)	-	1500	-
4.1.3(Workmanship and appearance)	-	500	-
Cl.4.1.3(Thermal Stabi lity)	-	2000	-
7.3(Tensile Test- i) Tensile Strength)	-	1500	-
7.3(Tensile Test - ii)Elongation at Break)	-	1500	-
Cl.6.2.6(Rubber Ring Hardness)	-	500	-
7.2(Reversion Test)	-	1500	-
Cl.7.1.3(Reversion Test)	-	1500	-
Cl.7.1.7(MFR Test)	-	1500	-
7.6(Melt Flow Rate)	-	1500	-
Cl.4.1.3(MFR Test)	-	1500	-
6.2 b(Material Identification - Male & Female Coupler)	-	2000	-
Cl.7.2.l(Leakage Test)	-	2000	-
4.1 (b)(HDPE couplers —)	-	500	-
7.1 Table -2(Hydraulic Characteristics)	-	3000	-
6.1.2, 6.1.2.1(Hydraulic Proof Test)	-	3000	-
Cl.7.1.2(Hydraulic Characteristic)	-	3000	-
Cl.4.1.4(Carbon Black Content)	-	1500	-
4.1.6(Antioxidant)	-	1500	-
4.1.4(The Carbon Content and Dispersion)	-	1500	-
Cl.7.2.3(Weld ability Test)	-	2000	-
7.1.4(Tensile strength & elongation)	-	2500	-
7.1.3(Reversion)	-	2000	-
7.2.2(Hydraulic Proof test 1hour / 27°C)	-	2500	-
6(Visual Appearance)	-	250	-
7.1(Hydraulic Characteristics - Quality test)	-	1500	-
7.1(Hydraulic Characteristics - Acceptance test)	-	2000	-
7.4(Fusion Compatibility Test- a) Quality test)	-	1500	-
7.4(Fusion Compatibility Test- b) Acceptance test)	-	2000	-
7.6(Melt Flow Rate)	-	1000	-
7.6(Melt now Rate (MFR))	-	1000	-
7.5(Density)	-	1000	-
7.4 Table-2(Fusion Compatibility Test)	-	1000	-
7.3(Tensile Test)	-	1000	-
7.2(Reversion Test)	-	1000	-
6.1(VISUAL APPEARANCE)	-	250	-
5.1 table -1(DIMENSIONS OF PIPES)	-	500	-
Cl. 4.2 , IS 2530-1963, Cl. 10(Cabon Black Content)	-	1000	-
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.’)	-	1000	-
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.)	-	1000	-
4.1(melt flow rating (MFR) shall not exceed 1.10 g/10 min.)	-	1000	-
3(CLASSIFICATION OF PIPES)	-	0	-
4.1(Quick Coupled Male and Female Couplers)	-	0	-
4.1.4(Holding attachments for coupler parts)	-	0	-
6.1.3(Weldability Test- a) Quality test)	-	1000	-
6.1.3(Weldability Test- b) Acceptance test)	-	1000	-
3(Quick Coupled pipes)	-	0	-
3(QUICK COUPLED PIPES)	-	0	-
4(QUICK COUPLED FITTINGS)	-	0	-
4.1 (a)(Quick Coupled Male and Female Couplers)	-	0	-
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)	-	0	-
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)	-	0	-
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(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(Copper 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)	-	0	-
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(Magnesium 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(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)	-	0	-
Cl. 4.1.1.2.1, IS 14151 (P-1)-1999, Cl. 4, IS 2530-1963, Cl. 16(Carbon Black Dispersion)	-	0	-
4.1 .1.2.1(HDPE couplers)	-	0	-
4.1 .1.2.2(HDPE couplers)	-	0	-
4.1.4(b)(Holding Attachments for Coupler Parts)	-	0	-
4.2.1(Quick Coupled ~pe HDPE Fittings)	-	0	-
4.2.2(Quick Coupled ~pe HDPE Fittings)	-	0	-
4.2.3(Quick Coupled ~pe HDPE Fittings)	-	0	-
4.2.5(Quick Coupled ~pe HDPE Fittings)	-	0	-
4.2.6(Quick Coupled ~pe HDPE Fittings)	-	0	-
4.2.7(Quick Coupled ~pe HDPE Fittings)	-	0	-
4.2.4(Quick Coupled ~pe HDPE Fittings)	-	0	-
4.2.7(Reducers Table 1 and 2 of IS 8008 (Part 4))	-	0	-
4.2.7(Ferrule reducers Table 1 of IS 8008 (Part 5))	-	0	-
4.2.7(Pipe ends Table 1 of IS 8008 (Part 6))	-	0	-
4.2.7(End caps Table 1 of IS 8008 (Part 9))	-	0	-
4.2.7(Insert vatve couplers Table 1 of IS 8008 (Part 3))	-	0	-
4.2.7(Valve openers Table 1 of IS 8008 (Part 2))	-	0	-
5.2(Dimensions of Quick Coupled Sprinkler Saddles Table 1.)	-	0	-
6.1(Quick Coupled Pipes and Fittings)	-	0	-
6.1.1, 6.1.1.1(Leakage Test)	-	0	-
6.1.1, 6.1.1.1(Leakage Test)	-	0	-
6.1.2.2(Hydraulic Proof Test)	-	0	-
6.1.2.2(Hydraulic Proof Test)	-	0	-
6.1.3, 6.1.3.1(Weldability Test)	-	0	-
6.1.3.2(Quick coupled fittings)	-	0	-
6.2, 6.2.1(Quick Coupled Fittings)	-	0	-
7.2.1(Visual and Workmanship Requirement)	-	0	-
6.3.3(Material Identification - Insert Valve Coupler)	-	0	-
6.3.3(Material Identification - Insert Valve Coupler)	-	0	-
6.3.4()	-	0	-
6.3.5(Material Identification - Saddle)	-	0	-
6.3.5(Material Identification - Pipe Ends)	-	0	-
6.3.6(Quick Coupled Pump Connectors - Visual)	-	0	-
4.2(Metallic Couplers)	-	0	-
4.2(Metallic Couplers)	-	0	-
7.2.1(Leakage Test)	-	0	-
Cl.4.1.3(Den sity Test)	-	0	-
Cl.4.1.3(MFR Test)	-	0	-
Cl.4.1.3(MFR Test)	-	0	-
Cl.4.1.3(MFR Test)	-	0	-
Cl.4.1.3, T-1(Volatile Matter)	-	0	-
Cl.4.1.3, T-1(Volatile Matter)	-	0	-
Cl.4.1.3, T-1(Volatile Matter)	-	0	-
Cl.4.1.3, T-1(Volatile Matter)	-	0	-
Cl.4.1.3, T-1(Volatile Matter)	-	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.4.1.3, T-1(Water Content)	-	0	-
Cl.4.1.4(Carbon Black Content)	-	0	-
Cl.4.1.4(Carbon Black Content)	-	0	-
Cl.4.1.4(Carbon Black Di spersion)	-	0	-
Cl.4.1.4(Carbon Black Di spersion)	-	0	-
Cl.4.1.4(Carbon Black Di spersion)	-	0	-
Cl.5.1.l(Outside Diameter)	-	0	-
Cl.5.1.l(Outside Diameter)	-	0	-
Cl.6.2.L(Wall Thickness)	-	0	-
Cl.6.2.4(Workmanship and Appearance)	-	0	-
Cl.6.2.6(Ageing Test)	-	0	-
Cl.7.1.l(Visual Anneara nce)	-	0	-
Cl.7.1.2(Hydraulic Characteristic)	-	0	-
Cl.7.1.2(Hydraulic Characteristic)	-	0	-
Cl.7.1.2(Hydraulic Characteristic)	-	0	-
Cl.7.1.3(Reversion Test)	-	0	-
Cl.7.1.4(Tensile Test)	-	0	-
Cl.7.1.4(Tensile Test)	-	0	-
Cl.7.1.4(Tensile Test)	-	0	-
Cl.7.1.4(Elongation)	-	0	-
Cl.7.1.4(Elongation)	-	0	-
Cl.7.1.5(Fusion Compatibility)	-	0	-
Cl.7.1.5(Fusion Compatibility)	-	0	-
Cl.7.1.5(Fusion Compatibility)	-	0	-
Cl.7.1.6(Corrected Density)	-	0	-
Cl.7.1.7(MFR Test)	-	0	-
Cl.7.1.7(MFR Test)	-	0	-
Cl.7.1.7(MFR Test)	-	0	-
Cl.7.2.l(Leakage Test)	-	0	-
Cl.7.2.l(Leakage Test)	-	0	-
Cl.7.2.l(Leakage Test)	-	0	-
Cl.7.2.l(Leakage Test)	-	0	-
Cl.7.2.2(Cl.7.2.2)	-	0	-
Cl.7.2.3(Weld ability Test)	-	0	-
6.2 (iii) Rubber Rings (a) Shore hardness(Shore hardness)	-	0	-
6.2 (iii) Rubber Rings (b) Accelerated Storage test(Accelerated Storage test)	-	0	-
5(Dimensions of pipe (outside diameter, ovality, wall thickness))	-	0	-
6.1(Thermal Stability (OIT))	-	0	-
6.1(Volatile Matter)	-	0	-
6.1(Water content)	-	0	-
6.1(Tensile strength at Yield & Elongation at break)	-	0	-
6.1(Carbon Black Content)	-	0	-
6.1(Carbon Black Dispersion)	-	0	-
6.2.1(Base Density x 2)	-	0	-
6.2.1(Melt Flow Index x 2)	-	0	-
6.2.1(Thermal Stability (OIT) x 2)	-	0	-
6.2.1(Volatile Matter x 2)	-	0	-
6.2.1(Water content x 2)	-	0	-
6.2.1(Carbon Black Content x 2)	-	0	-
6.2.1(Carbon Black Dispersion x 2)	-	0	-
6.2.1(Wall thickness of male & female coupler)	-	0	-
6.2.4(Workmanship and appearance (Visual))	-	0	-
6.2.5(Holding attachment for coupler parts)	-	0	-
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))	-	0	-
6.2.6(Ageing Charges for rubber ring)	-	0	-
7.1.1(Visual appearance of pipes)	-	0	-
7.1.2(Hydraulic Characteristics)	-	0	-
7.1.2((a) Acceptance Test (48 hrs) / 80˚ C)	-	0	-
7.1.2((b) Type test ( 165 hrs) / 80˚ C)	-	0	-
7.1.5(Fusion Compatibility test)	-	0	-
7.1.5((a) Acceptance Test (48 hrs) / 80˚ C)	-	0	-
7.1.5((b) Type test ( 165 hrs) / 80˚ C)	-	0	-
7.1.6(Corrected Density)	-	0	-
7.1.6(Base Density)	-	0	-
7.1.6(Carbon black Content)	-	0	-
7.1.7(Melt Flow Rate (MFR))	-	0	-
7.2.1(Leakage test 1hour / 27°C)	-	0	-
7.2.3((a) Acceptance Test (48 hrs) / 80˚ C)	-	0	-
7.2.3((b) Type test ( 165 hrs) / 80˚ C)	-	0	-
8(Supply of pipe (Visual))	-	0	-
4.1.1 (Table-1)(Density)	-	0	-
4.1.1 (Table-1)(Melt Flow Index)	-	0	-
4.1.1 (Table-1)(Oxidation Induction Time)	-	0	-
4.1.1 (Table-1)(Volatile Matter)	-	0	-
4.1.1 (Table-1)(Water content)	-	0	-
4.1.1 (Table-1)(Tensile strength at Yield & Elongation at break)	-	0	-
4.1.4(Carbon Black Content)	-	0	-
4.1.4(Carbon Black Dispersion)	-	0	-
4.1.1(Polyethylene material)	-	0	-
4.1.3, Table 1,(i)(Bass density)	-	0	-
4.1.3, Table 1,(ii)(Melt flow rate)	-	0	-
4.1.3, Table 1,(iii)(Thermal stability)	-	0	-
4.1.3, Table 1,(iv)(Volatile matter)	-	0	-
4.1.3, Table 1,(v)(Water content)	-	0	-
4.1.3, Table 1,(vi)(Minimum tensile strength at yield)	-	0	-
4.1.3, Table 1,(vii)(Minimum elongation at break)	-	0	-
4.1.5(Carbon Black Specification)	-	3500	-
4.1.7(Rework Material)	-	0	-
4.2(Metallic Couplers)	-	0	-
5.1, Table 1,(i)(Plain pipes)	-	0	-
5.1, Table 1,(ii)(90° Bends and tee)	-	0	-
5.1, Table 1,(iii)(Base pipe )	-	0	-
5.1, Table 1,(iv)(PCN)	-	0	-
5.1, Table 1,(v)(Reducers, ferrule reducers)	-	0	-
5.1, Table 1,(vi)(End caps, insert valve coupler, valve openers)	-	0	-
5.1, Table 1,(vii)(Riser pipe and socket)	-	0	-
7.1.1(Visual Appearance and Workmanship)	-	0	-
7.1.2(Hydraulic Performance Characteristic)	-	0	-
7.1.3(Reversion Test)	-	0	-
7.1.4(Tensile Test)	-	0	-
7.1.5(Fusion Compatibility Test)	-	0	-
7.1.6(Corrected Density)	-	0	-
7.1.7(Melt flow rate)	-	0	-
7.2.1(Leakage Test)	-	0	-
7.2.2(Hydraulic Proof Test)	-	0	-
7.2.3(Weldability Test)	-	0	-
7.3(Quick Couple Fitting)	-	0	-
10(Marking)	-	0	-
5.1.2(Squareness)	-	0	-

11 Jan, 2027

-
-

IS 13487 (1992)

Irrigation equipment - Emitters - Specification

Irrigation Equipment - Emitters

6000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
8.3(Determination of Emitter Exponent)	-	1000	-
7.1(Construction and workmanship)	-	500	-
7.2(Flow path in emitters)	-	1000	-
7.3.1(Resistance to Hydrostatic pressure)	-	1000	-
7.3.2(Resistance to Hydrostatic pressure)	-	1000	-
7.3.3(Resistance to Hydrostatic pressure)	-	1000	-
7.4.1(Emitter Pull Out In-line emitters)	-	1000	-
7.4.2(Emitter Pull Out On-line emitters)	-	1500	-
8.1.2(Uniformity of Emission Rate Unregulated emitters)	-	1500	-
8.1.3(Uniformity of Emission Rate Regulated emitters)	-	1000	-
8.2.2(Emission rate as a function of inlet pressure Unregulated emitters)	-	1000	-
8.2.3(Emission rate as a function of inlet pressure Regulated emitters)	-	1000	-
8.1.2(Uniformity of Emission Rate Unregulated emitters)	-	0	-
8.1.3(Uniformity of Emission Rate Regulated emitters)	-	0	-
4(Classification)	-	0	-
5.1(Connections)	-	0	-
5.2(Emitter Ends)	-	0	-
5.3(Materials)	-	1500	-
6.1(Test Specimens)	-	0	-
6.2(Test Conditions)	-	0	-
6.3(Accuracy or Measuring Devices)	-	0	-
7.1(Construction and Workmanship)	-	0	-
7.2(Flow Paths In Emitter)	-	0	-
7.3(Resistance to Hydrostatic Pressure)	-	0	-
7.4(Emitter Pull-out)	-	0	-
7.4.2(On-Line Emitters)	-	0	-
8.1(Uniformity of Emission Rate)	-	0	-
8.1.1(Number of Test Samples)	-	0	-
8.2.2(Unregulated Emttters)	-	0	-
8.2.3(Regulated Emitters)	-	0	-
8.3(Determiaatlon of Emitter Exponent)	-	0	-
9(Marking)	-	0	-
8.1.2(Unregulated Emitters)	-	0	-
8.1.3(Regulated Emitters)	-	0	-
8.2(Emission Rate as a Function of Inlet Pressure)	-	0	-
8.2.1(Selection of Telt Sample)	-	0	-
7.4.1(In-Line Emitters)	-	0	-

11 Jan, 2027

-
Only Unregulated

IS 13488 (2008)

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

15000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.1.2 (Ref. Cl 4.1.c.iii of IS 12786 : 1989)(Volatile matter - Annex B of IS 12786:1989)	-	1500	-
5.1.2 (Ref. Cl 4.1.c & 4.2.a of IS 12786 : 1989)(Carbon Black content - IS 2530 : 1963)	-	1500	-
5.1.2 (Ref. Cl 4.1.b of IS 12786 : 1989)(Potyethylene - anti-oxidant)	-	1500	-
5.1.2 (Ref. Cl 4.2.b of IS 12786 : 1989)(The dispersion of Carbon Black content shall be satisfactory - IS 2530 : 1963)	-	1500	-
6.2.2(Fittings)	-	0	-
8.1.2(Uniformity of Emission Rate for Unregulated Emitting Pipes)	-	1000	-
8.1.3(Uniformity of Emission Rate for Regulated Emitting Pipes)	-	1000	-
8.2(Emission Rate of Emitting Unit as a Function of Inlet Pressure)	-	1500	-
8.3.1(Wall Thickness ofEmitting Pipe)	-	500	-
8.3.2(Inside Diameter ofEmitting Pipe)	-	500	-
8.3.3(Flow Paths in Emitting Unit)	-	500	-
8.3.4(Spacing ofEmitter Units)	-	500	-
8.4.1(Resistance to Hydrostatic Pressure at Ambient Temperature)	-	4000	-
8.4.2(Resistance to Hydrostatic Pressure at Elevated Temperature)	-	4000	-
8.6(Resistance to Pull Out of Joints Between Fitting and Emitting IS 13479)	-	1200	-
8.8(Determination of Emitting Unit Exponent)	-	1000	-
9.1(DESIGNATION - Non regulated Emitting Pipe)	-	250	-
9.2(DESIGNATION - Regulated Emitting Pipe)	-	0	-
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)	-	1000	-
5.1.2 (Ref. Cl 4.1.a of IS 12786 : 1989)(Potyethylene - higher olefins constituent )	-	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	-
8.7.1(Resistance of PE Emitting Pipe to Environmental Stress Cracking -Acceptance Test Annex D of IS 12786)	-	2500	-
8.7.2(Resistance of PE Emitting Pipe to Environmental Stress Cracking - Type Test Annex D of IS 12786)	-	2500	-
8.5(Resistance to Tension at Elevated Temperature)	-	3200	-
4.1 a(Identification)	-	2500	-
6.3(General)	-	1500	-
6.1.1, Table 1,(ii)(Inside Diameter)	-	500	-
6.1.1, Table 1,(i)(Nominal Diameter)	-	500	-
6.1.1, Table 1,(iv)(Wall Thickness)	-	500	-
6.1.1, Table 1,(iii)(Tolerance on I.D)	-	500	-
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)	-	500	-
6.3(General)	-	250	-
8.2.1(Unregu/Qt~d Emining Pipe)	-	500	-
8.2.2(Regulated Emitting Pipes)	-	500	-
4.1 a(Identification)	-	0	-
4.1 c(Volatile matter Extract)	-	0	-
4.1 d(Density)	-	0	-
4.1 d(MFI @ 1900C/2.16 Kg)	-	1000	-
4.2(Carbon black content)	-	1500	-
4.2(Carbon black dispersion)	-	1500	-
5.1(Materials)	-	1000	-
6.2(Fittings)	-	250	-
6.3(General)	-	250	-
7.1(Test Specimens)	-	0	-
7.2(Order of Tests)	-	0	-
7.3(Testing Conditions)	-	0	-
7.4(Accuracy of Measuring Devices)	-	0	-
8.1(Uniformity of Emission Rate)	-	500	-
8.1.2(Unregulated Emitting Pipes)	-	250	-
8.1.3(Regulated Emitting Pipes)	-	250	-
8.2(Emission Rate of Emitting Unit as a Function of Inlet Pressure)	-	0	-
8.2.1(Unregulated Emitting Pipes)	-	0	-
8.2.2(Regulated Emitting Pipes)	-	0	-
8.3.1(Wall Thickness ofEmitting Pipe)	-	0	-
8.3.2(Inside Diameter ofEmitting Pipe)	-	0	-
8.3.3(Flow Paths in Emitting Unit)	-	0	-
8.3.4(Spacing of Emitter Units)	-	0	-
8.4(Resistance of Emitting Pipes to Hydrostatic Pressure)	-	5000	-
8.5(Resistance to Tension at Elevated Temperature)	-	5000	-
8.6(Resistance to Pull Out ofJoints Between Fitting and Emitting)	-	2000	-
8.7.1(Acceptance Test)	-	4000	-
8.7.2(Type Test)	-	4000	-
8.8(Determination of Emitting Unit Exponen)	-	3500	-
9.1(Non-regulated Emitting Pipe)	-	0	-
9.2(Regulated Emitting Pipe)	-	0	-
10.1(Marking)	-	0	-
8.5(Resistance to Tension at Elevated Temperature)	-	0	-
8.5(Resistance to Tension at Elevated Temperature)	-	0	-

11 Jan, 2027

-
Up to & Including 25mm

IS 12786 (1989)

Irrigation equipment - Polyethylene pipes for irrigation laterals - Specification

12000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4.1.c.iii (Volatile matter - Annex B )	-	1500	-
4.2.b (The dispersion of Carbon Black content shall be satisfactory - IS 2530 : 1963)	-	1500	-
4.1.b(Potyethylene - anti-oxidant)	-	2500	-
Cl. 4.2(Carbon Black Content)	-	1500	-
Cl. 4.2(Carbon Black Dispersion)	-	1500	-
7.4(SusceptibiIity to Environmental Stress Cracking)	-	2000	-
4.1.c.ii (Toluene extract - Annex A)	-	1500	-
5 and Table 1(DIMENSIONS OF PIPES - wall thickness shall)	-	500	-
7.3(Elongation at Break)	-	1500	-
7.1 Table-2 (b)Acceptance Test for 01 hour at 20°C & 6.9MPa induced stress)	-	2500	-
7.1 Table-2 (Hydraulic Characteristics a)Quality Test for 100 hours at 70°C & 2.5.MPa induced stress. )	-	3000	-
7.2(Reversion Test)	-	2000	-
7.3(Tensile Test)	-	1500	-
6.1(Visual Appearance)	-	500	-
5 and Table 1(DIMENSIONS OF PIPES - outside diameters)	-	500	-
4.1.a (Potyethylene - higher olefins constituent )	-	1000	-
4.1.c.i (Density)	-	1000	-
4.1.c & 4.2.a (Carbon Black content - IS 2530 : 1963)	-	1500	-
7.2(Reversion Test)	-	0	-
5 and Table 1(DIMENSIONS OF PIPES - outside diameters)	-	0	-
5 and Table 1(DIMENSIONS OF PIPES - outside diameters)	-	0	-
7.2(Reversion Test)	-	0	-
7.1(Hydraulic Characteristics)	-	0	-
7.1(Hydraulic Characteristics)	-	0	-
3.1(Class of Pipe)	-	500	-
9.0 (9.1)(Minimum Internal Diameter of Coil)	-	250	-
9.0 (9.1)(Coiling )	-	250	-
8.0 (8.1) (Supply of pipes )	-	250	-
5.0 5.1 (Table1) (c)Wall thickness of pipe Maximum)	-	250	-
5.0 5.1 (Table1) (c)Wall thickness of pipe Minimum)	-	250	-
5.0 5.1 (Table1) (b)Tolerance on OD)	-	250	-
5.0 5.1 (Table1) (Dimensions a)Outside diameter of pipe)	-	250	-
Cl. 5.0 & 5.1 Table -1(Outside Diameter)	-	250	-
Cl. 5.0 & 5.1 Table -1(,Tolerence,)	-	250	-
Cl. 5.0 & 5.1 Table -1(Wall Thckness)	-	250	-
Cl. 7.1 Table -2(Acceptance Test for 1 hrs @ 27 c & 6.9 Mpa)	-	1000	-
Cl. 7.3(Tensile Test)	-	1000	-
Cl. 7.3(Elongation)	-	1000	-
Cl. 8.0- 8.1(Supply of pipes)	-	250	-
Cl. 9.0 - 9.1(Minimum Internal Diameter of Coil)	-	250	-
4.1.c(iv)(MATERIAL)	-	500	-
4.1d(MATERIAL)	-	500	-
4.2a(Carbon Black Content)	-	1500	-
7.4(SusceptibiIity to Environmental Stress)	-	0	-
4(MATERIAL)	-	0	-
5.1(Diameters and wall thicknesses)	-	0	-
6(VISUAL APPEARANCE)	-	0	-
7.1(Hydraolic Characteristics)	-	0	-
7.2(Reversion Test)	-	0	-
7.3(Tensile Test)	-	0	-
7.3.1(Test Piece)	-	0	-
7.3.2(Procerdure)	-	0	-
7.4(SusceptibiIity to Environmental Stress Cracking)	-	0	-
8(SUPPLY OF PIPES)	-	0	-
9(COILING)	-	0	-
11(Marking)	-	0	-
4.3(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)	-	500	-
5 and Table 1(DIMENSIONS OF PIPES - wall thickness shall)	-	500	-
6.0 (6.1) (Visual appearance)	-	0	-
Cl. 7.1 Table -2(Quality Test for 100 hrs @ 70 c & 2.2 Mpa)	-	0	-
5 and Table 1(DIMENSIONS OF PIPES - wall thickness shall)	-	0	-

11 Jan, 2027

-
Up to & Including 32mm

IS 15328 (2003)

Unplasticized Non-Pressure Polyvinyl Chloride ( PVC -U ) Pipes for use in Underground Drainage and Sewerage Systems -

25000 View breakup
Up to & Including 630mm

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6.1,6.1.1 IS 12235 (Part 1) Table 1(Dimension of Pipes: Mean outside Diameter, dem)	-	250	-
6.1,6.1.1 IS 12235 (Part 1) Table 1(Outside Diameter at any point, de)	-	250	-
6.1.2 IS 4985 Table 2(Wall Thickness, e )	-	250	-
6.1.3 (Length of Pipe)	-	250	-
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)	-	250	-
6.1.4, Table 4(b) Solvent Cement Joint sockets and spigot ends i) Mean inside dia. Of socket, dsm)	-	250	-
6.1.4, Table 4(ii) Length of Solvent Cement socket, l2 )	-	250	-
6.1.4, Table 4(iii) Length of spigot, l1, 100 mm Min.)	-	250	-
6.1.4, Table 4(iv) Chamfer length, H, 7 mm Approx.)	-	250	-
7.1(Appearance:- )	-	250	-
7.2(Colour )	-	250	-
7.3 IS 1223S ( Part 2)(Vicat Softening Temperature When determined according to IS 1223S ( Part 2), shall not be lessthan 79°C.)	-	1000	-
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	-
8.1 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)	-	2500	-
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) )	-	2500	-
8.3 IS 12235 ( Part 8/ Sec 1 ) Table 6(b) Type Test:(1000h at 60 0 C) )	-	10000	-
9 9.1, IS 5382(JOINTS:- a) Elastomeric Sealing Rings)	-	2500	-
10.1.1 Annex D(Internal hydrostatic pressure test for elastomeric sealing ring joints)	-	1100	-
10.1.2 Annex E(Internal negative hydrostatic pressure test (internal vacuum) for elastomeric sealing ring joints)	-	1200	-
10.2.1(Internal hydrostatic pressure test for solvent cemented Joints)	-	1500	-
10.2.2(Internal negative hydrostatic pressure test (internal vacuum)for solvent cemented joints)	-	1500	-
'7.5 (amdt.7)(Effect on Water (Type test))	-	4000	-
6.1.4, Table 3(v) Chamfer length, H : Approx.)	-	500	-
6.1.4, Table 3(ii) Min. depth of engagement, A. )	-	500	-
6.1.4 Table 3(iii) Depth of sealing Zone C )	-	500	-
6.1.4, Table 3(iv) Length of spigot, l1)	-	500	-
5.3(Qualitative)	-	500	-
5,5.2(Composition of the material The material shall contain a minimum of 0.3 percent of rutile grade titanium dioxide.)	-	500	-
6.1.4.1 (wall thickness of sockets e2 min=0.9e )	-	0	-
6.1.4.1 (e3min=0.75e)	-	0	-
7.1(Appearance:- )	-	0	-
8(MECHANICAL CHARACTERISTICS)	-	0	-
9.2 IS 14182(b) Solvent cement)	-	500	-
10(Performance requirements)	-	0	-
12(Marking)	-	250	-
7(Physical characteristics )	-	0	-

11 Jan, 2027

-
-

IS 15801 (2008)

Polypropylene - Random copolymer pipes for hot and cold water supplies - Specification

SDR: 11, 7.4, 6, 5 (DN 16 mm TO DN 200 mm.)

106000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 4( Designation)	-	250	10% discount for bis
5(Colour)	-	250	10% discount for bis
Cl 7(Dimensions Of Pipes)	-	250	10% discount for bis
Cl 8(Visual Appearance)	-	250	10% discount for bis
Cl 9.2(Fusion Compatibility)	-	4000	10% discount for bis
Cl 9.1(Hydraulic Characteristics)	-	23000	10% discount for bis
Cl 9.3(Reversion Test )	-	700	10% discount for bis
Cl 9.4 & Annex B(Impact Strength)	-	1000	10% discount for bis
Cl 9.5(Density)	-	1000	10% discount for bis
Cl 9.6(Melt Flow Rate)	-	1000	10% discount for bis
Cl 9.7(Carbon Black Content & Dispersion)	-	1600	10% discount for bis
Cl 9.8(Thermal Stability By Hydrostatic Pressure Testing)	-	60000	10% discount for bis
Cl 9.9(Opacity)	-	950	10% discount for bis
5(Colour)	-	0	-
Cl 7(Dimensions Of Pipes)	-	0	-
Cl 8(Visual Appearance)	-	0	-
Cl 9.2(Fusion Compatibility)	-	0	-
Cl 9.1(Hydraulic Characteristics)	-	0	-
Cl 9.8(Thermal Stability By Hydrostatic Pressure Testing)	-	0	-
Cl 9.3(Reversion Test )	-	0	-
Cl 9.4 & Annex B(Impact Strength)	-	0	-
Cl 9.5(Density)	-	0	-
Cl 9.6(Melt Flow Rate)	-	0	-
Cl 9.7(Carbon Black Content & Dispersion)	-	0	-
Cl 9.9(Opacity)	-	0	-
Cl 4( Designation)	-	0	-

11 Jan, 2027

-
Included w.e.f. 28.06.2024

IS 15778 (2007)

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

(Class1 / Class 2/ Class 3) SDR 11 /SDR 13.5 / SDR 17

104000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
9.6 IS 12235(Part 14)(Density)	-	950	10% DISCOUNT FOR BIS ON FULL TESTING
7.1,7.1.1 IS 12235 (Part 1) Table 2(Outside Diameter at any point)	-	250	-
10.4 IS 12235(Part 19)(Flattening Test)	-	250	-
10.1 Table 3 IS 12235 (Part 8/Sec 1)(Hydrostatic Characteristics)	-	30000	-
10.1 Table 3 IS 12235 (Part 8/Sec 1)(Hydrostatic Characteristics)	-	0	-
7.1.3 (Effective length)	-	250	-
7.1 IS 12235 (Part 1) Table 2(Dimension of Pipes: Mean outside Diameter)	-	250	-
9.2 IS 12235 (Part 3)(Opacity)	-	900	-
8(Pipe Ends)	-	250	-
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.)	-	1000	-
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.)	-	700	-
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. )	-	1100	-
10.2 Table 3 IS 12235 (Part 8/Sec 1)(Thermal Stability by Hydrostatic Pressure Testing)	-	48000	-
6.3.2 Annex C(Verification of the Malfunction Temperature, Tmal: )	-	11000	-
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.)	-	1000	-
9.1(Visual Appearance)	-	250	-
9.1(Visual Appearance)	-	250	-
6.2.1 Annex B(Chloride Content of Resin)	-	2500	-
Cl. 9.3,IS 4985 Cl. 10.3(Lead (first extraction))	-	1500	-
Cl. 9.3,IS 4985 Cl. 10.3(Lead (third extraction))	-	1500	-
Cl. 9.3,IS 4985 Cl. 10.3(Dialkyl tin C4 and higher homologues measured as tin (third extraction))	-	1500	-
Cl. 9.3,IS 4985 Cl. 10.3(Cadmium (for all three extracts) )	-	1500	-
Cl. 9.3,IS 4985 Cl. 10.3(Mercury (for all three extracts) )	-	1500	-
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) )	-	1500	-
6.3(Compound Properties)	-	2500	-
6.3.1 Annex B(Chloride content)	-	2500	-
6.3.3(Density)	-	850	-
Cl. 9.3,IS 4985 Cl. 10.3(Lead (first extraction))	-	0	-
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')	-	0	-
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.)	-	750	-
9.6 IS 12235(Part 14)(Density)	-	950	-
10(Mechanical Properties)	-	0	-
7.1.2 IS 12235 (Part 1) Table 2(Wall Thickness )	-	250	-
5 Table 1(Classification of pipes)	-	250	-
6.3.2 IS 13360 (Part 3/See 1)(Density)	-	850	-
9(PHYSICAL AND CHEMICAL CHARACTERISTICS)	-	0	-
10.1 Table 3 IS 12235 (Part 8/Sec 1)(Hydrostatic Characteristics)	-	0	-
5 Table 1(Classification of pipes)	-	0	-
6.2.1 Annex B(Chloride Content of Resin)	-	0	-
6.3(Compound Properties)	-	0	-
6.3.1 Annex B(Chloride content)	-	0	-
6.3.2 Annex C(Verification of the Malfunction Temperature, Tmal: )	-	0	-
6.3.2 IS 13360 (Part 3/See 1)(Density)	-	0	-
7.1 IS 12235 (Part 1) Table 2(Dimension of Pipes: Mean outside Diameter)	-	0	-
7.1,7.1.1 IS 12235 (Part 1)Table 2(Outside Diameter at any point (Minimum))	-	250	-
7.1.2 IS 12235 (Part 1)Table 2(Wall Thickness (Minimum))	-	250	-
7.1.3 (Effective length)	-	250	-
8.0(Pipe Ends)	-	0	-
9.0(PHYSICAL AND 1CHARACTERISTICS)	-	0	-
9.1(Visual Appearance)	-	0	-
9.1(Visual Appearance)	-	0	-
9.2 IS 12235 (Part 3)(Opacity)	-	0	-
Cl. 9.3,IS 4985 Cl. 10.3(Lead (third extraction))	-	0	-
Cl. 9.3,IS 4985 Cl. 10.3(Dialkyl tin C4 and higher homologues measured as tin (third extraction))	-	0	-
Cl. 9.3,IS 4985 Cl. 10.3(Cadmium (for all three extracts) )	-	0	-
Cl. 9.3,IS 4985 Cl. 10.3(Mercury (for all three extracts) )	-	0	-
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) )	-	0	-
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')	-	0	-
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.)	-	0	-
10.0(Mechanical Properties)	-	0	-
10.1 Table 3 IS 12235 (Part 8/Sec 1)(Hydrostatic Characteristics)	-	0	-
10.1 Table 3 IS 12235 (Part 8/Sec 1)(Hydrostatic Characteristics)	-	0	-
10.1 Table 3 IS 12235 (Part 8/Sec 1)(Hydrostatic Characteristics)	-	0	-
10.2 Table 3 IS 12235 (Part 8/Sec 1)(Thermal Stability by Hydrostatic Pressure Testing)	-	105000	-
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.)	-	0	-
10.4 IS 12235(Part 19)(Flattening Test)	-	0	-
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. )	-	0	-
7.1.2(Wall Thickness (Maximum))	-	0	-
7.1.1(Outside Diameter at any point (Maximum))	-	0	-
6.3(K value Test)	-	0	-
5 Table 1(Classification of pipes)	-	0	-
6.2.1 Annex B(Chloride Content of Resin)	-	0	-
6.3(Compound Properties)	-	0	-
6.3.1 Annex B(Chloride content)	-	0	-
6.3.2 Annex C(Verification of the Malfunction Temperature, Tmal: )	-	0	-
6.3.2 IS 13360 (Part 3/See 1)(Density)	-	0	-
7.1 IS 12235 (Part 1) Table 2(Dimension of Pipes: Mean outside Diameter)	-	0	-
7.1,7.1.1 IS 12235 (Part 1) Table 2(Outside Diameter at any point)	-	0	-
7.1.2 IS 12235 (Part 1) Table 2(Wall Thickness )	-	0	-
7.1.3 (Effective length)	-	0	-
8(Pipe Ends)	-	0	-
9(PHYSICAL AND CHEMICAL CHARACTERISTICS)	-	0	-
9.1(Visual Appearance)	-	0	-
9.1(Visual Appearance)	-	0	-
9.2 IS 12235 (Part 3)(Opacity)	-	0	-
Cl. 9.3,IS 4985 Cl. 10.3(Lead (first extraction))	-	0	-
Cl. 9.3,IS 4985 Cl. 10.3(Lead (third extraction))	-	0	-
Cl. 9.3,IS 4985 Cl. 10.3(Dialkyl tin C4 and higher homologues measured as tin (third extraction))	-	0	-
Cl. 9.3,IS 4985 Cl. 10.3(Cadmium (for all three extracts) )	-	0	-
Cl. 9.3,IS 4985 Cl. 10.3(Mercury (for all three extracts) )	-	0	-
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) )	-	0	-
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')	-	0	-
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.)	-	0	-
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.)	-	0	-
9.6 IS 12235(Part 14)(Density)	-	0	-
10(Mechanical Properties)	-	0	-
10.1 Table 3 IS 12235 (Part 8/Sec 1)(Hydrostatic Characteristics)	-	0	-
10.1 Table 3 IS 12235 (Part 8/Sec 1)(Hydrostatic Characteristics)	-	0	-
10.1 Table 3 IS 12235 (Part 8/Sec 1)(Hydrostatic Characteristics)	-	0	-
10.2 Table 3 IS 12235 (Part 8/Sec 1)(Thermal Stability by Hydrostatic Pressure Testing)	-	0	-
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.)	-	0	-
10.4 IS 12235(Part 19)(Flattening Test)	-	0	-
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. )	-	0	-
5 Table 1(Classification of pipes)	-	0	-
6.2.1 Annex B(Chloride Content of Resin)	-	0	-
6.3(Compound Properties)	-	0	-
6.3.1 Annex B(Chloride content)	-	0	-
6.3.2 Annex C(Verification of the Malfunction Temperature, Tmal: )	-	0	-
6.3.2 IS 13360 (Part 3/See 1)(Density)	-	0	-
7.1 IS 12235 (Part 1) Table 2(Dimension of Pipes: Mean outside Diameter)	-	0	-
7.1,7.1.1 IS 12235 (Part 1)Table 2(Outside Diameter at any point (Minimum))	-	0	-
7.1.2 IS 12235 (Part 1)Table 2(Wall Thickness (Minimum))	-	0	-
7.1.3 (Effective length)	-	0	-
8.0(Pipe Ends)	-	0	-
9.0(PHYSICAL AND 1CHARACTERISTICS)	-	0	-
9.1(Visual Appearance)	-	0	-
9.1(Visual Appearance)	-	0	-
9.2 IS 12235 (Part 3)(Opacity)	-	0	-
Cl. 9.3,IS 4985 Cl. 10.3(Lead (first extraction))	-	0	-
Cl. 9.3,IS 4985 Cl. 10.3(Lead (third extraction))	-	0	-
Cl. 9.3,IS 4985 Cl. 10.3(Dialkyl tin C4 and higher homologues measured as tin (third extraction))	-	0	-
Cl. 9.3,IS 4985 Cl. 10.3(Cadmium (for all three extracts) )	-	0	-
Cl. 9.3,IS 4985 Cl. 10.3(Mercury (for all three extracts) )	-	0	-
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) )	-	0	-
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')	-	0	-
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.)	-	0	-
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.)	-	0	-
9.6 IS 12235(Part 14)(Density)	-	0	-
10.0(Mechanical Properties)	-	0	-
10.1 Table 3 IS 12235 (Part 8/Sec 1)(Hydrostatic Characteristics)	-	0	-
10.1 Table 3 IS 12235 (Part 8/Sec 1)(Hydrostatic Characteristics)	-	0	-
10.1 Table 3 IS 12235 (Part 8/Sec 1)(Hydrostatic Characteristics)	-	0	-
10.2 Table 3 IS 12235 (Part 8/Sec 1)(Thermal Stability by Hydrostatic Pressure Testing)	-	0	-
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.)	-	0	-
10.4 IS 12235(Part 19)(Flattening Test)	-	0	-
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. )	-	0	-
7.1.2(Wall Thickness (Maximum))	-	0	-
7.1.1(Outside Diameter at any point (Maximum))	-	0	-
6.3(K value Test)	-	0	-
6.3.3(Density)	-	0	-
5 Table 1(Classification of pipes)	-	0	-
6.2.1 Annex B(Chloride Content of Resin)	-	0	-
6.3(Compound Properties)	-	0	-
6.3.1 Annex B(Chloride content)	-	0	-
6.3.2 Annex C(Verification of the Malfunction Temperature, Tmal: )	-	0	-
6.3.2 IS 13360 (Part 3/See 1)(Density)	-	0	-
7.1 IS 12235 (Part 1) Table 2(Dimension of Pipes: Mean outside Diameter)	-	0	-
7.1,7.1.1 IS 12235 (Part 1) Table 2(Outside Diameter at any point)	-	0	-
7.1.2 IS 12235 (Part 1) Table 2(Wall Thickness )	-	0	-
7.1.3 (Effective length)	-	0	-
8(Pipe Ends)	-	0	-
9(PHYSICAL AND CHEMICAL CHARACTERISTICS)	-	0	-
9.1(Visual Appearance)	-	0	-
9.1(Visual Appearance)	-	0	-
9.2 IS 12235 (Part 3)(Opacity)	-	0	-
Cl. 9.3,IS 4985 Cl. 10.3(Lead (first extraction))	-	0	-
Cl. 9.3,IS 4985 Cl. 10.3(Lead (third extraction))	-	0	-
Cl. 9.3,IS 4985 Cl. 10.3(Dialkyl tin C4 and higher homologues measured as tin (third extraction))	-	0	-
Cl. 9.3,IS 4985 Cl. 10.3(Cadmium (for all three extracts) )	-	0	-
Cl. 9.3,IS 4985 Cl. 10.3(Mercury (for all three extracts) )	-	0	-
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) )	-	0	-
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')	-	0	-
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.)	-	0	-
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.)	-	0	-
9.6 IS 12235(Part 14)(Density)	-	0	-
10(Mechanical Properties)	-	0	-
10.1 Table 3 IS 12235 (Part 8/Sec 1)(Hydrostatic Characteristics)	-	0	-
10.1 Table 3 IS 12235 (Part 8/Sec 1)(Hydrostatic Characteristics)	-	0	-
10.1 Table 3 IS 12235 (Part 8/Sec 1)(Hydrostatic Characteristics)	-	0	-
10.2 Table 3 IS 12235 (Part 8/Sec 1)(Thermal Stability by Hydrostatic Pressure Testing)	-	0	-
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.)	-	0	-
10.4 IS 12235(Part 19)(Flattening Test)	-	0	-
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. )	-	0	-
7.1,7.1.1 IS 12235 (Part 1)Table 2(Outside Diameter at any point (Minimum))	-	0	-
7.1.2 IS 12235 (Part 1)Table 2(Wall Thickness (Minimum))	-	0	-
7.1.2(Wall Thickness (Maximum))	-	0	-
7.1.1(Outside Diameter at any point (Maximum))	-	0	-
6.3(K value Test)	-	0	-
6.3.3(Density)	-	0	-

11 Jan, 2027

-
Included w.e.f. 28.06.2024

IS 14885 (2022)

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

PE 80/ PE 100

425000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
8.3(Density)	-	950	10%discount for bis
5.1, 5.7 Table 2(iv) Volatile content)	-	900	10%discount for bis
5.3(Anti-oxidant)	-	1500	-
5.1, 5.7 Table 2(iii) Thermal stability (oxidation induction time))	-	2200	-
8.5(Pigment Dispersion)	-	1000	-
5.1, 5.7 Table 2(vi) Pigment dispersion)	-	1000	-
5.4(U.V. Stabilizer)	-	2200	-
5.1, 5.7 Table 2(v) Water content1))	-	1000	-
5.1, 5.7 Table 2(i) Conventional density (of base polymer))	-	1500	-
4.4(Colour)	-	250	-
5.5(Effect of Gas condensate on the Hydrostatic strength)	-	5000	-
7(Finish)	-	500	-
6.4(Length of Pipe)	-	500	-
5.1, 5.7 Table 2(ii) Melt flow rate (MFR))	-	1000	-
8.4(Melt Flow Rate (MFR))	-	1000	-
6.1(Outside Diameter)	-	500	-
6.1(Out of Roundness (Ovality))	-	500	-
5.6(Resistance to Weathering)	-	8000	-
8.9(Resistance to Weathering)	-	25000	-
8.2(Reversion test)	-	1000	-
8.10(Slow Crack Growth Rate Test)	-	7000	-
8.11(Squeeze-of)	-	1000	-
8.8(Tensile Properties (Tensile Yield Strength and Elongation at Break))	-	1100	-
8.7(Volatile Matter Content)	-	1500	-
6.2(Wall Thickness)	-	500	-
8.6(Thermal Stability (Oxidation Induction Time))	-	2200	-
5.7(PE Compound Quality Evaluation)	-	400000	-
8.1(Internal pressure creep rupture test for plain at 80 deg. C for 165h)	-	5000	-
8.1(Internal pressure creep rupture test for plain pipes at 20 deg. C for 100h)	-	4000	-
8.1(Internal pressure creep rupture test for plain pipes at 80 deg. C for 1000 h)	-	10000	-
4.2(Grade of material)	-	250	-
4.3(Nominal Diameter)	-	250	-
5.1(Polyethylene compound)	-	5000	-
5.4(U-V stabilizer)	-	0	-
8.2(Reversion Test)	-	1000	-
8.7(Volatile Matter Content)	-	850	-
8.8(Tensile Properties (Tensile Yield Strength and Elongation at Break))	-	0	-
8.9(Resistance to Weathering)	-	8000	-
8.10(Slow Crack Growth Rate Test)	-	0	-
8.11(Squeeze-off)	-	1000	-
5.3(Anti-Oxidant)	-	0	-
5.5(Effects of Gas Condensate on the Hydrostatic Strength)	-	0	-
5.6(ii) Hydraulic characteristics)	-	0	-
5.6(iii) Thermal stability (Oxidation induction time))	-	0	-
6(Dimensions of pipes)	-	500	-
7(Finish)	-	500	-
8.1(Hydraulic Characteristics)	-	0	-
8.3(Density)	-	0	-
8.4(Melt Flow Rate)	-	0	-
8.5(Pigment Dispersion)	-	0	-
8.6(Thermal Stability (Oxidation Induction Time))	-	0	-
10(Marking)	-	0	-
5.1, 5.7 Table 3(iv) Resistance to slow crack growth rate)	-	0	-
5.1, 5.7 Table 2(iv) Volatile content)	-	0	-
5.3(Anti-oxidant)	-	0	-
5.1, 5.7 Table 2(iii) Thermal stability (oxidation induction time))	-	0	-
8.5(Pigment Dispersion)	-	0	-
5.4(U.V. Stabilizer)	-	0	-
5.1, 5.7 Table 2(v) Water content1))	-	0	-
5.1, 5.7 Table 2(i) Conventional density (of base polymer))	-	0	-
4.4(Colour)	-	0	-
5.7(PE Compound Quality Evaluation)	-	0	-
5.5(Effect of Gas condensate on the Hydrostatic strength)	-	0	-
7(Finish)	-	0	-
6.4(Length of Pipe)	-	0	-
5.1, 5.7 Table 2(ii) Melt flow rate (MFR))	-	0	-
8.4(Melt Flow Rate (MFR))	-	0	-
6.1(Outside Diameter)	-	0	-
6.1(Out of Roundness (Ovality))	-	0	-
5.6(Resistance to Weathering)	-	0	-
8.9(Resistance to Weathering)	-	0	-
8.2(Reversion test)	-	0	-
8.10(Slow Crack Growth Rate Test)	-	0	-
8.11(Squeeze-of)	-	0	-
8.8(Tensile Properties (Tensile Yield Strength and Elongation at Break))	-	0	-
8.7(Volatile Matter Content)	-	0	-
6.2(Wall Thickness)	-	0	-
8.6(Thermal Stability (Oxidation Induction Time))	-	0	-
8.1(Internal pressure creep rupture test for plain at 80 deg. C for 165h)	-	0	-
8.1(Internal pressure creep rupture test for plain pipes at 20 deg. C for 100h)	-	0	-
8.1(Internal pressure creep rupture test for plain pipes at 80 deg. C for 1000 h)	-	0	-
8.3(Density)	-	0	-
5.1, 5.7 Table 2(vi) Pigment dispersion)	-	0	-
4.2(Grade of material)	-	0	-
4.3(Nominal Diameter)	-	0	-
5.1(Polyethylene compound)	-	0	-
5.4(U-V stabilizer)	-	0	-
8.2(Reversion Test)	-	0	-
8.7(Volatile Matter Content)	-	0	-
8.8(Tensile Properties (Tensile Yield Strength and Elongation at Break))	-	0	-
8.9(Resistance to Weathering)	-	0	-
8.10(Slow Crack Growth Rate Test)	-	0	-
8.11(Squeeze-off)	-	0	-
5.3(Anti-Oxidant)	-	0	-
5.5(Effects of Gas Condensate on the Hydrostatic Strength)	-	0	-
5.6(ii) Hydraulic characteristics)	-	0	-
5.6(iii) Thermal stability (Oxidation induction time))	-	0	-
6(Dimensions of pipes)	-	0	-
7(Finish)	-	0	-
8.1(Hydraulic Characteristics)	-	0	-
8.3(Density)	-	0	-
8.4(Melt Flow Rate)	-	0	-
8.5(Pigment Dispersion)	-	0	-
8.6(Thermal Stability (Oxidation Induction Time))	-	0	-
10(Marking)	-	0	-
5.1, 5.7 Table 3(iv) Resistance to slow crack growth rate)	-	0	-

11 Jan, 2027

-
Included w.e.f. 28.06.2024

IS 9537 : Part 3 (1983)

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

10000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7.3(Length of conduit)	-	500	full testing as per is 9537 part 1+part 3 @ 12000
6.1(Marking)	-	500	full testing as per is 9537 part 1+part 3 @ 12000
7.1.2(Maximum and minimum outside diameter of conduit)	-	500	full testing as per is 9537 part 1+part 3 @ 12000
7.2(Minimum inside diameter of conduit)	-	500	full testing as per is 9537 part 1+part 3 @ 12000
7.4(Unifomity of The wall Thickness)	-	500	full testing as per is 9537 part 1+part 3 @ 12000
8.1(Construction as per clause 8 of IS: 9537 (Part 1)-1980)	-	1000	full testing as per is 9537 part 1+part 3 @ 12000
9.2(Bending Test i) At Room Temp ii) At Low Temp (-5 ±2°C))	-	3000	full testing as per is 9537 part 1+part 3 @ 12000
9.3(Compression Test as per caluse 9.3 of IS: 9537 (Part 1)-1980)	-	2500	full testing as per is 9537 part 1+part 3 @ 12000
9.4(Impact Test as per clause 9.4 of IS: 9537 (Part 1)-1980)	-	2500	full testing as per is 9537 part 1+part 3 @ 12000
10(Resistance to Heat -Ball presure test)	-	3000	full testing as per is 9537 part 1+part 3 @ 12000
11(Resistance to burning as per clause 11 of IS: 9537 (Part 1)-1980)	-	2500	full testing as per is 9537 part 1+part 3 @ 12000
12(Electrical Characteristics-Insulation resistance test as per clause 12.1.2 of IS: 9537 (Part 1)-1980)	-	2500	full testing as per is 9537 part 1+part 3 @ 12000
7.1.1(Maximum and minimum outside diameter of socket)	-	0	full testing as per is 9537 part 1+part 3 @ 12000
7.1.1 Table-2(Length of Socket end)	-	0	full testing as per is 9537 part 1+part 3 @ 12000
9.5(Collapse Test as per clause 9.5 of IS: 9537 (Part 1)-1980)	-	3000	full testing as per is 9537 part 1+part 3 @ 12000
12(Electrical Characteristics-Test for electric strength as per clause 12.1.1 of IS: 9537 (Part 1)-1980)	-	2500	full testing as per is 9537 part 1+part 3 @ 12000
13(Tests for external influence as per clause 13 of IS: 9537 (Part 1)-1980)	-	0	full testing as per is 9537 part 1+part 3 @ 12000
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)	-	0	-
12(3 Characteristics-Test for electric strength as per clause 12.1.1 of IS: 9537 (Part 1)-1980)	-	0	-
11.0(Resistance to burning as per clause 11 of IS: 9537 (Part 1)-1980)	-	0	-
10.0(Resistance to Heat -Ball presure test)	-	0	-
9.5 Fig.5(Collapse Test as per clause 9.5 of IS: 9537 (Part 1)-1980)	-	0	-
9.4(Impact Test as per clause 9.4 of IS: 9537 (Part 1)-1980)	-	0	-
9.3(Compression Test (after removal of force) as per caluse 9.3.3 of IS: 9537 (Part 1)-1980)	-	0	-
9.3(Compression Test at Full force applied (On load))	-	0	-
9.2(Bending Test At Low Temp (-5 ±2°C))	-	0	-
9.2(Bending Test At Room Temp)	-	0	-
8.1(Construction as per clause 8 of IS: 9537 (Part 1)-1980)	-	0	-
7.4(Unifomity of The wall Thickness)	-	0	-
7.3(Length of conduit)	-	0	-
7.2 Fig.3(Minimum inside diameter of conduit)	-	0	-
7.1.2 Fig.2(Minimum outside diameter of conduit)	-	0	-
7.1.2 Fig.1(Maximum outside diameter of conduit)	-	0	-
7.1.1 Table-2(Length of Socket end)	-	0	-
7.1.1 Fig.8(Maximum inside diameter of socket)	-	0	-
7.1.1 Fig.7(Maximum outside diameter of socket)	-	0	-
6.3(Standard Mark on Conduit)	-	0	-
6.2(Durability of Marking as per 6.4 of IS: 9537 (Part 1)-1980)	-	0	-
6.1 - d(Marking)	-	0	-
6.1 - c(Marking)	-	0	-
6.1 - b(Marking)	-	0	-
6.1 - a(Marking)	-	0	-
6.2(Durability of Marking as per 6.4 of IS: 9537 (Part 1)-1980)	-	250	-
6.3(Standard Mark on Conduit)	-	250	-

11 Jan, 2027

-
Up to & Including 63mm

IS 9537 : Part 1 (1980)

Specification for conduits for electrical installations: Part 1 general requirements

Conduits for electrical installations: Part 1 General r

11000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7(Dimensions)	-	1000	-
9.3(Compression test)	-	2500	-
9.4(Impact test)	-	2500	-
10(Resistance to heat)	-	2500	-
11(Resistance to burning)	-	2500	-
12(Electrical strength test & Insulation resistance test)	-	2500	-
13(Eternal influences)	-	0	-
6(Marking)	-	500	-
8(Constrution)	-	500	-
9 & 9.2("Mechanical properties Bending test ")	-	2500	-
9.5(Collapse test)	-	2500	-

11 Jan, 2027

-
Up to & Including 63mm

IS 13592 (2013)

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

20000 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)	-	1500	-
Cl.7.1(Mean outside diameter, outside diameter at any point for Type A and Type B pipes manufactured plain or with socket shall be as given in Table 1. Dimensions shall be measured according to the method given in IS 12235 (Part 1).)	-	500	-
Cl.7.1( wall thickness at any point for Type A and Type B pipes manufactured plain or with socket shall be as given in Table 1. Dimensions shall be measured according to the method given in IS 12235 (Part 1).)	-	500	-
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.)	-	500	-
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.)	-	500	-
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.)	-	500	-
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.)	-	500	-
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.)	-	1000	-
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.)	-	1500	-
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)	-	3500	-
Cl. 9, IS 12235 Part 7(Resistance to Sulphuric Acid)	-	2500	-
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.)	-	1500	-
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.)	-	2500	-
Cl.10.3(The axial shrinkage shall not exceed 2 percent when determined in accordance with Annex B.)	-	1000	-
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.)	-	1000	-
Cl. 12, IS 12235 Part 11(Resistance to Di-Chloro-Methane)	-	1000	-
8.6(Effect on Water Test)	-	4000	-
14(Marking)	-	500	-
Cl.7.1( outside diameter at any point for Type A and Type B pipes manufactured plain or with socket shall be as given in Table 1. Dimensions shall be measured according to the method given in IS 12235 (Part 1).)	-	500	-

11 Jan, 2027

-
Up to & Including 315mm

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 -

13000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
12.4(Effect on water test)	-	0	-
Cl.13, IS 12235 (P-7)-2004, (Resistance to Sulphuric Acid)	-	2500	-
Cl.15, Annex B(Sulphated Ash Content)	-	1500	-
Cl.14, Annex A(Titanium Di-Oxide Content)	-	2500	-
17(Watet tightness of joint)	-	1500	-
7.4(Chamfer)	-	500	-
5(Colour of fittings)	-	500	-
11(Design requirements)	-	500	-
16.1(Impact test)	-	1500	-
7.2 ,Table 2&3(Socket Dimensions)	-	500	-
11.2(Socket and spigot configeration)	-	500	-
12.3(Vicat softening tempewrature)	-	1500	-
12.1(Visual appearance)	-	500	-
10(Workmanship)	-	500	-
7.1,Table 1(Wall thickness)	-	500	-
3(Type of Fitting)	-	500	-
4(Size Designation)	-	500	-
8(Sealing Rings)	-	1000	-
11.3(Access Openings)	-	1000	-
12.2(Stress relief test)	-	1500	-
Table 4(Dimension of Access Openings)	-	500	-
19(Marking)	-	250	-
7.3(Dimensions of waste trap(Nahani Trap)	-	500	-
11.1(Solvent cement type or Rubber ring type)	-	500	-
11.5,Table 6(Pipe Clips)	-	500	-
12(Physical test requirements)	-	500	-
16(Mechanical Properties)	-	500	-
11.4,Table 5(Vent cowl)	-	500	-

11 Jan, 2027

-
Up to & Including 160mm

IS 12818 (2010)

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

15000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.0(Colour of Pipes)	-	500	-
4.1.2(K-Value as per IS-4669)	-	1500	-
4.1.1 (VCM Content as per IS 10151 (Annex A))	-	4000	-
7.1 and Table 1, 2, 3, & 4 Fig 1A & 1B(Wall thickness)	-	500	-
7.1 and Table 1, 2, 3, & 4 Fig 1A & 1B(Mean Outer Diameter over Connection)	-	500	-
9.6(Vicat Softening Temperature IS 12235 (Part 2).)	-	2000	-
9.5(Tensile Strength IS 12235(Part 13))	-	1500	-
9.4 and Table 14(Resistance to External Blows at 0 ?C IS 12235 (Part 9))	-	1500	-
9.3(Density IS 12235 (Part 14))	-	2000	-
9.2(Internal Diameter)	-	500	-
9.1( Visual Appearance)	-	500	-
8.1 to 8.3 and Table 11 &12 Fig 3A & 4A(THREADING OF SCREEN ANDCASING PIPES. IS 554.)	-	1500	-
7.4 Table 8 & 9 Fig 1(Segmental length, l5)	-	250	-
7.4 Table 8 & 9 Fig 1(Segmental length, l4)	-	250	-
7.4 Table 8 & 9 Fig 1(Segmental length, l3)	-	250	-
7.4 Table 8 & 9 Fig 1(Effective length, l2)	-	250	-
7.3.2(Rib height)	-	250	-
7.3.1(No.of Ribs)	-	250	-
7.5 and Table 10 Fig 2A & 2B(Approximate Free Passage Area, in Percent (Mean Value) for Width of Slot (w))	-	500	-
5(COLOUR)	-	500	-
8.4(Sealing rings - Hardness)	-	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 (Ref. Cl 11 of IS 4669)(Composition -Sulphated ash content )	-	2500	-
8.4.1 and Table 13 Fig 3B & 4B(Dimensions of sealing elements)	-	500	-
4.1.1 (Ref. 3.4.1. of IS 10151)(Composition - The monomer content (VCM content) in the resin - Annex A ofIS 10151)	-	0	-
9.1(Visual Appearance)	-	0	-
8.4.1 and Table 13 Fig 3B & 4B(Dimensions of sealing elements)	-	250	-
8.4.1 and Table 13 Fig 3B & 4B(Dimensions of sealing elements)	-	0	-
8.4.1 and Table 13 Fig 3B & 4B(Dimensions of sealing elements)	-	0	-
8.4.1 and Table 13 Fig 3B & 4B(Dimensions of sealing elements)	-	0	-
8.4.1 and Table 13 Fig 3B & 4B(Dimensions of sealing elements)	-	0	-
8.4.1 and Table 13 Fig 3B & 4B(Dimensions of sealing elements)	-	0	-
7.5 and Table 10 Fig 2A & 2B(Minimum number of slots on the circumference of the cross-section.)	-	1000	-
7.2 and Table 5, 6 & 7 Fig 1B(Wall thickness, Min)	-	0	-
7.2 and Table 5, 6 & 7 Fig 1B(Wall thickness, Max)	-	0	-
7.2 and Table 5, 6 & 7 Fig 1B(Mean Outer Diameter over Connection)	-	0	-
7.2 and Table 5, 6 & 7 Fig 1B(Outer Diameter at any point, Max)	-	0	-
7.2 and Table 5, 6 & 7 Fig 1B(Outer Diameter at any point , Min)	-	0	-
7.2 and Table 5, 6 & 7 Fig 1B(Mean Outer Diameter of Pipe , Max)	-	0	-
7.2 and Table 5, 6 & 7 Fig 1B(Mean Outer Diameter of Pipe, Min)	-	0	-
7.2 and Table 5, 6 & 7 Fig 1B(Nominal Diameter)	-	0	-
7.2 and Table 5, 6 & 7 Fig 1B(DIMENSIONS - Casing Pipes)	-	1000	-
7.1 and Table 1, 2, 3, & 4 Fig 1A & 1B(Outer Diameter at any point )	-	0	-
7.1 and Table 1, 2, 3, & 4 Fig 1A & 1B(Mean Outer Diameter of Pipe)	-	0	-
7.1 and Table 1, 2, 3, & 4 Fig 1A & 1B(Nominal Diameter)	-	0	-
4.1.2 (Ref. Cl 5.1. of IS 4669)(Composition - Loss on heating )	-	0	-
8.4(Sealing elements a. Elastomeric material b. Shore A hardness of sealing Elements )	-	0	-
8.4(Width b)	-	250	-
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) )	-	500	-
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 )	-	500	-
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))	-	0	-
7.1(Screen Pipes)	-	250	-
11(Marking)	-	250	-
5.1(Materials)	-	500	-
8.1 to 8.3 and Table 11 &12 Fig 3A & 4A(THREADING OF SCREEN ANDCASING PIPES. IS 554.)	-	500	-
7.5 and Table 10 Fig 2A & 2B(Summation of slot lengths over internal circumference of the cross- section.)	-	500	-

11 Jan, 2027

-
Up to & Including 400mm

IS 12701 (1996)

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

20000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4.2.2(MFR)	-	1500	500 TO 1000 Liters full testing @25000,1500 TO 10000 Liters full testing @35000
4.2.1(Density)	-	1000	500 TO 1000 Liters full testing @25000,1500 TO 10000 Liters full testing @35000
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank)	-	500	500 TO 1000 Liters full testing @25000,1500 TO 10000 Liters full testing @35000
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank)	-	3000	500 TO 1000 Liters full testing @25000,1500 TO 10000 Liters full testing @35000
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank)	-	0	500 TO 1000 Liters full testing @25000,1500 TO 10000 Liters full testing @35000
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank)	-	0	500 TO 1000 Liters full testing @25000,1500 TO 10000 Liters full testing @35000
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank)	-	0	500 TO 1000 Liters full testing @25000,1500 TO 10000 Liters full testing @35000
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank)	-	0	500 TO 1000 Liters full testing @25000,1500 TO 10000 Liters full testing @35000
5.2 Table 2(Dimensions of Rectangular Loft Tanks)	-	3000	500 TO 1000 Liters full testing @25000,1500 TO 10000 Liters full testing @35000
5.2 Table 2(Dimensions of Rectangular Loft Tanks)	-	0	500 TO 1000 Liters full testing @25000,1500 TO 10000 Liters full testing @35000
5.2 Table 2(Dimensions of Rectangular Loft Tanks)	-	0	500 TO 1000 Liters full testing @25000,1500 TO 10000 Liters full testing @35000
5.2 Table 2(Dimensions of Rectangular Loft Tanks)	-	0	500 TO 1000 Liters full testing @25000,1500 TO 10000 Liters full testing @35000
4.2.3(Carbon Black Content )	-	1500	500 TO 1000 Liters full testing @25000,1500 TO 10000 Liters full testing @35000
4.2.3(Carbon Dispersion Test)	-	2500	500 TO 1000 Liters full testing @25000,1500 TO 10000 Liters full testing @35000
6.1(Finish)	-	2500	-
7.1.1(Resistance to Deformation)	-	1500	500 TO 1000 Liters full testing @25000,1500 TO 10000 Liters full testing @35000
7.1.2(Resistance to Deformation)	-	2500	500 TO 1000 Liters full testing @25000,1500 TO 10000 Liters full testing @35000
7.2(Resistance to Impact)	-	2500	500 TO 1000 Liters full testing @25000,1500 TO 10000 Liters full testing @35000
7.3(Test for Top Load Resistance)	-	2500	500 TO 1000 Liters full testing @25000,1500 TO 10000 Liters full testing @35000
7.4(Tensile Strength)	-	2500	500 TO 1000 Liters full testing @25000,1500 TO 10000 Liters full testing @35000
7.5(Flexural Modulus)	-	2500	500 TO 1000 Liters full testing @25000,1500 TO 10000 Liters full testing @35000
Cl-7.6(Overall Migration)	-	3500	500 TO 1000 Liters full testing @25000,1500 TO 10000 Liters full testing @35000
9.1(Lid Thickness)	-	1000	500 TO 1000 Liters full testing @25000,1500 TO 10000 Liters full testing @35000
9.1(Man-Hole and Hand-Hole Lids)	-	4000	500 TO 1000 Liters full testing @25000,1500 TO 10000 Liters full testing @35000
9.2(Man-Hole and Hand-Hole Lids)	-	1000	500 TO 1000 Liters full testing @25000,1500 TO 10000 Liters full testing @35000
7.3(Test for Top Load Resistance)	-	500	500 TO 1000 Liters full testing @25000,1500 TO 10000 Liters full testing @35000
5.3(Types and Features )	-	500	500 TO 1000 Liters full testing @25000,1500 TO 10000 Liters full testing @35000
5.6(Types and Features )	-	0	500 TO 1000 Liters full testing @25000,1500 TO 10000 Liters full testing @35000
7.6(overall Migration)	-	0	-
5(Types and Features )	-	0	-
5.4(Wall Thickness above effective height)	-	500	-
5.2 Table 2 (7)(Minimum Wall Thickness)	-	500	-
5.1 Table 1 (7)(Minimum Weight of Tank (Without Lid))	-	500	-
4.2.2(MFI)	-	1500	-
7.6(overall Migration)	-	0	-
4.1(MATERIALS)	-	1000	-
4.2.1(Density)	-	1500	-
5.4(Wall Thickness)	-	1000	-
10(MARKING)	-	250	-
9.2.1(Man-Hole and Hand-Hole Lids)	-	250	-
5.2 Table 2(Dimensions of Rectangular Loft Tanks)	-	0	-
5.2 Table 2(Dimensions of Rectangular Loft Tanks)	-	0	-
5.2 Table 2(Dimensions of Rectangular Loft Tanks)	-	0	-
5.2 Table 2(Dimensions of Rectangular Loft Tanks)	-	0	-
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank)	-	0	-
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank)	-	0	-
6.1(Finish)	-	500	-

11 Jan, 2027

-
Included w.e.f. 28.06.2024

IS 7834 : Part 1 (1987)

injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 1 General requirements

njection moulded PVC socket fittings with solvent cemen

12000 View breakup
(including test for PVC resin)

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)	-	500	-
Cl. 5.1.1, 5.1.2, Table 1, Fig 1(Mean Socket Internal Diameter at Mid-Point of Socket Length)	-	500	-
Cl. 5.1.1, 5.1.2, Table 1, Fig 1(Out-of-roundness tolerances of socket inside diameter)	-	500	-
Cl. 6.1(Stress Relief Test- Appendix A)	-	2500	-
Cl. 6.2(Opacity- Appendix B)	-	2000	-
Cl. 6.3(Effect on Water[(Lead ( first extraction )]- Appendix C)	-	0	-
Cl. 6.3(Effect on Water[(Lead ( third extraction )]- Appendix C)	-	0	-
Cl. 6.3(Effect on Water [Dialkyl tin C4, and higher homologues, measured as tin ( third extraction )]- Appendix C)	-	0	-
Cl. 6.3(Effect on Water [Other toxic substances ( third extraction )]- Appendix C)	-	0	-
6.4(Short-Term Hydraulic Test)	-	2500	-
6.1.1(VCM Content Test)	-	10000	-
5(Socket dimensions)	-	500	-
6.3(Effect on Water)	-	4000	COMPLETE TEST CHARGES
3(Size of Fitting -)	-	200	-
7.2(Production Routine Tests)	-	0	-
6.1(Stress Relief Test)	-	0	-
6.2(Opacity)	-	0	-
Cl. 6.4(Short-Term Hydraulic Test- Appendix D)	-	0	-
4(Minimum thickness)	-	0	-

11 Jan, 2027

-
Up to & Including 630mm

IS 14333 (2022)

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

Polyethylene Pipes for Sewerage and Industrial Chemical

35000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.2.1,T2("Base Density (At 27°C Temp.)-IS 7328:2020 ")	-	750	-
5.2.1.1, T2(Compound Density-IS 7328:2020)	-	750	-
5.2.1,T2(Melt Flow Rate (At 190°C /5kg)-IS 2530:1963)	-	1500	-
5.2.1,T2(Thermal Stability(Oxidation Induction Time)-IS 4984:2016(Annexure-B))	-	2500	-
5.2.1,T2("Volatile Matter- IS 4984:2016 (Annexure-C)")	-	1500	-
5.2.1,T2("Water Content-IS 4984:2016 (Annexure-D)")	-	1000	-
6.2(Colour- IS 14333-2022)	-	250	-
7.1(Visual Appearance- IS 14333-2022)	-	500	-
7.2(Length- IS 14333-2022)	-	250	-
7.4,T3 of IS 4984(Outside Diameter-IS 4984-2016)	-	250	-
7.4,T4 of IS 4984(wall Thickness-IS 4984-2016)	-	250	-
7.4,T3 of IS 4984(Ovality-IS 4984-2016)	-	250	-
8.1.1, T4(Internal Pressure creep Rupture test, Temperature - 27 oC , Test Period - 100 hrs.-IS 4984-2016 (Annexure-E))	-	2500	-
8.1.1, T4(Internal Pressure creep Rupture test, Temperature - 80 oC , Test Period - 48 hrs.-IS 4984-2016 (Annexure-E))	-	2500	-
8.1.1, T4(Internal Pressure creep Rupture test, Temperature - 80 oC , Test Period - 165 hrs.-IS 4984-2016 (Annexure-E))	-	3500	-
8.1.1, T4(Internal Pressure creep Rupture test, Temperature - 80 oC , Test Period - 1000 hrs.-IS 4984-2016 (Annexure-E))	-	8500	-
8.1.2, T4(Internal Pressure creep Rupture test, Temperature - 80 oC , Test Period - 48 hrs.-IS 4984-2016 (Annexure-E))	-	2500	-
8.2("Longitudinal Reversion Test - IS 4984-2016 (Annexure-F)")	-	1500	-
8.3(Carbon black content- IS 2530-1963)	-	1500	-
8.3(Carbon black content Dispersion- IS 2530-1963)	-	1000	-
8.4(Melt Flow rate(Temperature - 190oC,Mass 5kg)-IS 2530-1963)	-	1500	-
8.5(Oxidation Induction Time -IS 4984:2016(Annexure-B))	-	2500	-
8.6(Density-IS 7328:2020)	-	1000	-
8.7("Tensile Strength for Butt Fusion - IS 4984-2016 (Annexure-G)")	-	1000	-
8.8,T5("Elongation -IS 4984-2016 (Annexure-H)")	-	1000	-
8.8,T5("Tensile - IS 4984-2016 (Annexure-H)")	-	1000	-
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))	-	3500	-
5.3(Density of Higher olefin - IS 7328:2020)	-	750	-
5.3(Olefin Constituents- 14333-2022)	-	1000	-
5.3(Loading of Carbon Black - IS 2530:1963)	-	1000	-
5.2.1.1, T2("Compound carbon black -IS 2530:1963 dispersion")	-	1000	-
5.2.1.1, T2(Compound ash content - Any Method)	-	1000	-
5.4(Antioxidant - Any Method)	-	1000	-
5.3(Toluene extract - Any Method)	-	1500	-
5.2.1.1, T2("Compound carbon black -IS 2530:1963 content")	-	1500	-
5.2.1.1, T2(Compound Toluene extract - Any Method)	-	1500	-
5.2.1.1, T2(Compound maximum volatile matter -IS 4984:2016 (Annexure-C))	-	1500	-
5.2.1.1, T2(Compound carbon black particle size- Any Method)	-	1500	-
5.3(Ash content- Any Method)	-	1500	-
5.3("Maximum volatile matter -IS 4984:2016 (Annexure-C)")	-	1500	-
5.3(Carbon black particle size - Any Method)	-	1500	-
6(Pipe Description - IS 14333-2022)	-	500	-
7.3(Coiling- IS 14333-2022)	-	500	-

11 Jan, 2027

-
Up to & Including 630mm

IS 4985 (2021)

UNPLASTICIZED PVC PIPES FOR POTABLE WATER SUPPLIES SPECIFICATION Fourth Revision

Unplasticized PVC Pipes for Water Supplies

25000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5(CLASSIFICATION OF PIPES)	-	250	-
6.1.2(PVC Resin)	-	2500	-
6.1.1(VCM Content)	-	2000	-
7(DIMENSIONS-PIPE-Nominal Diameter)	-	500	-
10.1(Colour)	-	250	-
11.2(Resistance to External Blows at 0°C)	-	2500	-
10.3(Effect on Water Test)	-	4000	-
10.7(Sulphated Ash Content)	-	1500	-
9.1(PIPE ENDS)	-	250	-
10.6(PHYSICAL AND CHEMICAL CHARACTERISTICS- Density)	-	1000	-
7.1.4(Length)	-	250	-
10.2(PHYSICAL AND CHEMICAL CHARACTERISTICS-Opacity)	-	1000	-
8(SEALING RINGS)	-	500	-
10.5(PHYSICAL AND CHEMICAL CHARACTERISTICS- Vicat Softening Temperature)	-	1500	-
10.4(PHYSICAL AND CHEMICAL CHARACTERISTICS- Reversion Test)	-	1500	-
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	-
7.1.2.1(DIMENSIONS-PIPE-Thickness(Maximum))	-	500	-
7.1.2.1(DIMENSIONS-PIPE-Thickness(Minimum))	-	500	-
7.1.2.1(DIMENSIONS-PIPE-Average Thickness)	-	500	-
7.1.1.2(DIMENSIONS-PIPE-Ovality (Maximum))	-	500	-
7.2.1(DIMENSIONS-Socket)	-	250	-
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))	-	250	-
7.2.1.2(a)-Table 5(DIMENSIONS-Sockets for elastomeric sealing ring joints-Minimum depth of engagement)	-	250	-
7.2.1.1-Table 3(DIMENSIONS-Socket-Sockets for solvent cement jointing-Diameter at mid point of the socket length (Maximum))	-	250	-
10.1(PHYSICAL AND CHEMICAL CHARACTERISTICS-Visual Appearance)	-	250	-
11.1-Table 6(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Type Test))	-	12000	-
11.1-Table 6(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Acceptance Test))	-	3500	-
11.1-Table 7(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Type Test)-for Integral Sealing Ring Sockets)	-	10000	-
11.1-Table 7(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Acceptance Test)-for Integral Sealing Ring Sockets)	-	2500	-
11.1.1(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Acceptance Test)-for Plumbing pipes)	-	2500	-
10.1(Surface Finish)	-	250	-
7.2.1.1 Table3(Angle of taper (Note-1))	-	250	-
7.2.1.2b(Maximum inner diameter of groove)	-	500	-
13.1(Marking)	-	250	-
7.1.3(mean outside diameter, outside diameter at any point, and wall thickness of plumbing pipes)	-	250	-
7.2.1.2-Table 4(DIMENSIONS-Sockets for elastomeric sealing ring joints-Socket inner Diameter)	-	250	-
10.1.1(PHYSICAL AND CHEMICAL CHARACTERISTICS-Visual Appearance)	-	0	-
7.2.1(DIMENSIONS-Socket)	-	0	-

11 Jan, 2027

-
Up to & Including 630mm

IS 4984 (2016)

Polyethylene pipes for water supply - Specification (Fifth Revision)

Polyethylene Pipes for Water Supply

30000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
8.7(Density)	-	1000	-
6.2.1(6.1.1 Identification Stripes)	-	500	-
6.2(Colour)	-	500	-
Clause 7.1(Visual Apperance)	-	500	-
7.2(Length)	-	500	-
7.3(Coiling)	-	0	NA
7.4 table -3 & 4(6.1 Dimensions)	-	1000	-
7.4.1.2(Ovality)	-	500	-
8.1.2 table -5(Internal Pressure Creep Rupture Test of Pipe Joints)	-	2500	-
8,/8.1/8.1.1 table-5(PERFORMANCE REQUIREMENTS / Hydraulic Characteristics/ Internal Pressure Creep Rupture Test of Pipe)	-	20000	-
8.2(Longitudinal Reversion Test)	-	1500	-
8.3(Carbon black)	-	1500	-
Cl. 8.3(Carbon Black Dispersion)	-	1500	-
8.4( Melt Flow Rate)	-	1500	-
8.5 (Oxidation Induction Time)	-	1500	-
8.6(Overall migration)	-	2500	-
8.8(Tensile Strength for Butt-fusion)	-	1500	-
8.9 table-6(Elongation at Break)	-	1500	-
8.10(Slow Crack Growth Rate)	-	2500	-
5.2(Polyethylene Resin)	-	1500	-
5.2(Density)	-	1000	-
5.2(MFI @ 1900C/5.0 Kg)	-	1500	-
5.2(Volatile matter Content)	-	1000	-
5.3(Toluene Extract)	-	1000	-
5.3 (a)(Carbon Black Master Batch)	-	1000	-
5.3(b)(Carbon Black Master Batch)	-	1000	-
5.3(c)(Carbon Black Master Batch)	-	1000	-
5.3(d)(Carbon Black Master Batch)	-	1000	-
5.3(e)(Carbon Black Master Batch)	-	1000	-
5.4(Anti oxydent)	-	2500	-
7.1(Visual Appearance)	-	0	-
8.9,T6("Tensile - IS 4984-2016 (Annexure-H)")	-	1500	-
8.9,T6("Elongation -IS 4984-2016 (Annexure-H)")	-	0	-
5.2,T2(Melt Flow rate(Temperature - 190oC,Mass 5kg)-IS 2530-1963)	-	1500	-
6, 6.1(PIPE DESCRIPTION)	-	0	-
6, 6.1.1(PIPE DESCRIPTION)	-	0	-
6, 6.1.2(PIPE DESCRIPTION)	-	0	-
6.1.3 (PIPE DESCRIPTION)	-	0	-
6.1.4(PIPE DESCRIPTION)	-	0	-
5, 5.1 table-1(MATERIALS)	-	1000	-
Clause 8.3(Carbon Black Dispersion)	-	0	-
Clause 8.3(Carbon Black content)	-	0	-
Clause 8.6(Overall migration (stimulate))	-	0	-
Clause 8.6(Overall migration (surface of material))	-	0	-
Table-2 (iii, iv)(Thermal Stability (Oxidation Induction Time), Volatile Matter)	-	0	-
Cl. 8.3(Carbon Black Content)	-	0	-
8.7(Density-IS 7328:2020)	-	0	-
8.7(Corrected Density- IS 7328:2020)	-	0	-
Cl 8.3(Carbon Black Content)	-	0	-
Cl 8.3(Carbon Black Dispersion)	-	0	-
Clause 7.3(Coiling)	-	0	-

11 Jan, 2027

-
Up to & Including 630mm

Bureau of Indian Standards

The National Standards Body of India

ARDM Labs Pvt Ltd

A-80, G. T. KARNAL ROAD INDUSTRIAL AREA, AZADPUR, DELHI, North, Delhi, 110033

9810068016 ardmlabs@gmail.com

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