BIS - LIMS (Laboratory Information Management System)

ACCURATE TEST SOLUTIONS LLP

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

9810820552 accuratetestsunit2@gmail.com

Scope List

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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 5175 (2022)

Fibre ropes - Polypropylene split film monofilament and multifilament PP 2 and polypropylene high tenacity multifilament PP 3 3- 4- 8- and 12- strand ropes (fourth revision)

ALL

9600 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Clause 6, (Table 1,2,3)(Diameter)	-	1000	-
Clause 6, (Table 1,2,3)(Linear Density)	-	3000	-
Clause 6, (Table 1,2,3)(Minimum Breaking Force)	-	3000	-
5.2(Pitch or length of lay)	-	1000	-
5.1(type A: 3-strand hawser-laid rope)	-	0	-
5.1(type B: 4-strand shroud-laid rope)	-	0	-
5.1(type L: 8-strand braided rope)	-	0	-
5.1(type T: 12-strand braided rope)	-	0	-
4(Designation)	-	0	-
5.1(General requirements)	-	1000	-
5.2, ISO 9554:2019 Cl. 7.1.3(Marking and labelling, for Ref no. equal or greater than 14 only.)	-	600	-
5.2, ISO 9554:2019 Cl. 7.2(Labelling)	-	0	-
6(Physical properties)	-	0	-
6(Physical properties)	-	0	-
Clause 6, (Table 1,2,3)(Diameter)	-	0	-
Clause 6, (Table 1,2,3)(Linear Density)	-	0	-
Clause 6, (Table 1,2,3)(Minimum Breaking Force)	-	0	-
5.2(Pitch or length of lay)	-	0	-
5.1(type A: 3-strand hawser-laid rope)	-	0	-
5.1(type B: 4-strand shroud-laid rope)	-	0	-
5.1(type L: 8-strand braided rope)	-	0	-
5.1(type T: 12-strand braided rope)	-	0	-
4(Designation)	-	0	-
5.1(General requirements)	-	0	-
5.2, ISO 9554:2019 Cl. 7.1.3(Marking and labelling, for Ref no. equal or greater than 14 only.)	-	0	-
5.2, ISO 9554:2019 Cl. 7.2(Labelling)	-	0	-
6(Physical properties)	-	0	-
6(Physical properties)	-	0	-
Clause 6, (Table 1,2,3)(Diameter)	-	0	-
Clause 6, (Table 1,2,3)(Linear Density)	-	0	-
Clause 6, (Table 1,2,3)(Minimum Breaking Force)	-	0	-
5.2(Pitch or length of lay)	-	0	-
5.1(type A: 3-strand hawser-laid rope)	-	0	-
5.1(type B: 4-strand shroud-laid rope)	-	0	-
5.1(type L: 8-strand braided rope)	-	0	-
5.1(type T: 12-strand braided rope)	-	0	-
4(Designation)	-	0	-
5.1(General requirements)	-	0	-
5.2, ISO 9554:2019 Cl. 7.1.3(Marking and labelling, for Ref no. equal or greater than 14 only.)	-	0	-
5.2, ISO 9554:2019 Cl. 7.2(Labelling)	-	0	-
6(Physical properties)	-	0	-
6(Physical properties)	-	0	-

08 Dec, 2028

-
included w.e.f 11.08.2026.

IS 848 (2025)

Synthetic Resin Adhesives for Plywood (Phenolic, Aminoplastic and Bio-Materials Based) - Specification ( Third Revision )

ALL

7000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
As per Clause 4 Table 1(TYPES)	-	0	-
As per Clause 6.6(SETTING TIMES AND CONDITIONS)	-	0	-
As per Clause 7.3.2 Table 1(i)(Cyclic Test For BWP Type)	-	3000	-
As per Clause 7.3.2 Table 1(ii)(Cyclic Test For BWR Type)	-	0	-
As per Clause 7.3.2 Table 1(iii)(Cyclic Test For MR Type)	-	0	-
As per Clause 7.4(Acidity And Alkalinity (pH))	-	3000	-
As per Clause 9(Marking)	-	1000	-

08 Dec, 2028

-
Included w.e.f 05.08.2026

IS 3087 (2025)

Medium Density Particle Boards of Wood and other Lignocellulosic Materials for General Purpose - Specification ( Third Revision )

ALL

10500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
As per Clause 7(Finish --IS 2380 (Part 2), IS 2380 (Part 3) & Visual)	-	0	-
As per Clause 8, Table 2(Length -IS 2380 (Part 2))	-	1000	-
As per Clause 8, Table 2(Width - IS 2380 (Part 2))	-	1000	-
As per Clause 8, Table 2(Thickness, Sanded/finished panel - IS 2380 (Part 2))	-	500	-
As per Clause 8, Table 2(Squareness, Max. - IS 2380 (Part 2))	-	1000	-
As per Clause 8, Table 2(Edge straightness, Max. -IS 2380 (Part 2))	-	1000	-
As per Clause 9.1 Table 3(Density -IS 2380 (Part 3))	-	1000	-
As per Clause 9.1 Table 3(Variation from mean density, --IS 2380 (Part 3))	-	0	-
As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(Modulus of rupture (MoR), Min.-IS 2380 (Part 4))	-	0	-
As per Clause 9.1 Table 3(Moisture Content -IS 2380 (Part 3))	-	1000	-
As per Clause 9.1 Table 4, Table 6, Table 7(Modulus of elasticity (MoE), Min. -(IS 2380 (Part 4))	-	1000	-
As per Clause 9.1 Table 4, Table 5, Table 6, Table7(Internal bond strength, Min. - IS 2380 (Part 5))	-	1000	-
As per Clause 9.1 Table 6, Table 7(24 h thickness swelling (due to general absorption) Max. - IS 2380 (Part 17))	-	0	-
As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(Screw withdrawal strength (face) , Min. -IS 2380 (Part 4))	-	1000	-
As per Clause 9.1 Table 4, Table 5, table 6, Table 7(Screw withdrawal strength (edge) , Min. -IS 2380 (Part 4))	-	0	-
As per Clause 9.1 , Table 6, Table 7(Moisture Resistance : Option 1 : Cyclic test (1. )Internal bond strength Min. -IS 2380 (Part 5) see note 1)	-	0	-
As per Clause 9.1 , Table 6, Table 7(Moisture Resistance : Option 2 : Boil test (1.) Internal bond strength , Min.- IS 2380 (Part 5) see note 2)	-	0	-
As per Clause 9.1 , Table 9(Formaldehyde content Fc, mg/100 g for oven dry board -IS 13745)	-	1000	-

08 Dec, 2028

-
included w.e.f 11.08.2026. As per Clause 9.1 , Table 9 (Steady-state formaldehyde emission, Fc, mg/m3 (optional test))

IS 1659 (2004)

Block boards - Specification (Fourth Revision)

All

10000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
9.2.6(Spot test - Annexure L)	-	500	-
9.2.5(Modulus of elasticity - MINIMUM INDIVIDUAL - Annexure K)	-	1000	-
9.2.5(Modulus of elasticity - AVERAGE - Annexure K)	-	0	-
9.2.5(Modulus of rupture - MINIMUM INDIVIDUAL - Annexure K)	-	0	-
9.2.5(Modulus of rupture - AVERAGE - Annexure K)	-	0	-
9.2.4(Mycological Test [for MR grade only] - Annexure J)	-	1000	-
9.2.3(Adhesion of Plies - Annexure H)	-	1000	-
9.2.2 (Resistance to water - Annexure G, Annexure H [For MR Grade])	-	1000	-
9.2.2 (Resistance to water - Annexure G, Annexure H [For BWP grade])	-	0	-
9.2.1(Dimensional Changes caused by humidity Change in local planeness - Annexure F)	-	1000	-
9.2.1(Dimensional Changes caused by humidity - Delamination - Annexure F)	-	0	-
9.2.1(Dimensional Changes caused by humidity - Change in thickness - at 40% RH - Annexure F)	-	0	-
9.2.1(Dimensional Changes caused by humidity - Change in Thickness - at 90% RH - Annexure F)	-	0	-
9.2.1(Dimensional Changes caused by humidity - Change in Length - at 40% RH - Annexure F)	-	0	-
9.2.1(Dimensional Changes caused by humidity - Change in Length - at 90% RH - Annexure F)	-	0	-
7.3(Dimensional Requirements - Variation in thickness - Annexure E)	-	0	-
7.3(Dimensional Requirements - Squareness - Annexure D)	-	500	-
7.3(Dimensional Requirements - Edge Straightness - Annexure D)	-	500	-
7.3(Dimensional Requirements - Thickness - Annexure E)	-	500	-
7.3(Dimensional Requirements - Width - 8.1.4)	-	1000	-
7.3(Dimensional Requirements - Length - 8.1.4)	-	1000	-
8.1.3, 6.3.3, IS 1328(Visual Inspection - Permissible Defects - IS 1328 [test method for DECORATIVE type])	-	500	-
8.1.3, 6.3.3, IS 303(Visual Inspection - Permissible Defects - IS 303 [test method for COMMERCIAL type])	-	0	-
9.2.6 (mechanical)(Spot test - Annexure L)	-	0	-
cl. 11(marking)	-	500	-
cl. 11.1(marking - BIS certification marking)	-	0	-
Cl-10(ADDITIONAL REQUIREMENTS FOR ECO-MARK)	-	0	-
6.2(Core- Moisture & Width)	-	0	-
6.3(Cross Bands and Faces- Moisture content)	-	0	-
6.3.1(Thickness of cross band and face veneers)	-	0	-
Cl-7.1(Thickness)	-	0	-
Cl-7.2(Sizes)	-	0	-
Cl 9.2.6(Detection for Copper)	-	0	-
Cl 9.2.6(Detection for Chromium)	-	0	-
Cl 9.2.6(Detection for Arsenic)	-	0	-
Cl 9.2.6(Method for the detection of Boron in Borax: Boric Acid, CCB, BCCA)	-	0	-
Cl-9.2.7 (Amendment No-3)(Formaldehyde Content Test)	-	0	-

08 Dec, 2028

-
included w.e.f 11.08.2026. Cl-9.2.8 (Amendment No-3) (Steady-State Formaldehyde Emission Test (Optional Test).)

IS 12406 (2025)

Medium Density Fibre Boards of Wood and Other Lignocellulosic Materials for General Purpose - Specification ( Third Revision )

ALL

14000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
As per Clause 7(Finish --IS 2380 (Part 2), IS 2380 (Part 3) & Visual)	-	500	-
As per Clause 8, Table 2(Length -IS 2380 (Part 2))	-	1000	-
As per Clause 8, Table 2(Width - IS 2380 (Part 2))	-	1000	-
As per Clause 8, Table 2(Thickness - IS 2380 (Part 2))	-	500	-
As per Clause 8, Table 2(Squareness, Max. - IS 2380 (Part 2))	-	1000	-
As per Clause 8, Table 2(Edge straightness, Max.)	-	1000	-
As per Clause 9.1 Table 3(Density -IS 2380 (Part 3))	-	2000	-
As per Clause 9.1 Table 3(Variation from mean density, --IS 2380 (Part 3))	-	0	-
As per Clause 9.1 Table 3(Moisture Content -IS 2380 (Part 3))	-	1000	-
As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(Modulus of rupture (MoR), Min.-IS 2380 (Part 4))	-	2000	-
As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(Modulus of elasticity (MoE), Min. -(IS 2380 (Part 4))	-	0	-
As per Clause 9.1 Table 4, Table 5, Table 6, Table7(Internal bond strength, Min. - IS 2380 (Part 5))	-	0	-
As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(24 h thickness swelling (due to general absorption) Max. - IS 2380 (Part 17))	-	0	-
As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(Screw withdrawal strength (face) , Min. -IS 2380 (Part 4))	-	0	-
As per Clause 9.1 Table 4, Table 5, table 6, Table 7(Screw withdrawal strength (edge) , Min. -IS 2380 (Part 4))	-	0	-
As per Clause 9.1 , Table 5, Table 6, Table 7(Moisture Resistance : Option 1 : Cyclic test (1. )Internal bond strength Min. -IS 2380 (Part 5) see note 1)	-	2000	-
As per Clause 9.1 , Table 5, Table 6, Table 7(Moisture Resistance : Option 2 : Boil test (1.) Internal bond strength , Min.- IS 2380 (Part 5) see note 2)	-	0	-
As per Clause 9.1 , Table 9(Formaldehyde content Fc, mg/100 g for oven dry board -IS 13745)	-	1000	-
Cl-5.1(Wood and Any Other Lignocellulosic Material)	-	0	-
Cl-5.2(Adhesive)	-	0	-
Cl-5.3(Sizing Material)	-	0	-
Cl-5.4(Preservative Treatment)	-	1000	-
Cl-6(MANUFACTURE)	-	0	-

08 Dec, 2028

-
included w.e.f 11.08.2026 As per Clause 9.1 , Table 9 (Steady-state formaldehyde emission, Fc, mg/m3 (optional test))

IS 14587 (2025)

Prelaminated Medium Density Fibre Boards of Wood and Other Lignocellulosic Materials - Specification ( Second Revision )

ALL

15000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
As per Clause 8 Table 2(Length -IS 2380 (Part 2))	-	1000	-
As per Clause 8 Table 2(Width - IS 2380 (Part 2))	-	1000	-
As per Clause 8 Table 2(Thickness - IS 2380 (Part 2))	-	1000	-
As per Clause 8 Table 2(Squareness, Max -IS 2380 (Part 2))	-	1000	-
As per Clause 8 Table 2(Edge Straighness, Max - IS 2380 (Part 2))	-	1000	-
As per Clause 9.1 Table 3(Density -IS 2380 (Part 3))	-	1000	-
As per Clause 9.1 Table 3(Variation from mean density, --IS 2380 (Part 3))	-	500	-
As per Clause 9.1 Table 3(Moisture Content -IS 2380 (Part 3))	-	1000	-
As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(Modulus of rupture (MoR), Min.-IS 2380 (Part 4))	-	500	-
As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(Modulus of elasticity (MoE), Min. -(IS 2380 (Part 4))	-	0	-
As per Clause 9.1 Table 4, Table 5, Table 6, Table7(Internal bond strength, Min. - IS 2380 (Part 5))	-	0	-
As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(24 h thickness swelling (due to general absorption) Max. - IS 2380 (Part 17))	-	0	-
As per Clause 9.1 Table 4, Table 5, Table 6, Table 7(Screw withdrawal strength (face) , Min. -IS 2380 (Part 4))	-	0	-
As per Clause 9.1 Table 4, Table 5, table 6, Table 7(Screw withdrawal strength (edge) , Min. -IS 2380 (Part 4))	-	0	-
As per Clause 9.1 , Table 5, Table 6, Table 7(Moisture Resistance : Option 1 : Cyclic test (1. )Internal bond strength Min. -IS 2380 (Part 5) see note 1)	-	0	-
As per Clause 9.1 , Table 5, Table 6, Table 7(Moisture Resistance : Option 2 : Boil test (1.) Internal bond strength , Min.- IS 2380 (Part 5) see note 2)	-	0	-
As per Clause 9.1 , Table 8(Abrasion resistance in number of revolutions Min. --Annex. B)	-	2000	-
As per Clause 9.1 , Table 8(Resiatnce to stream/water vapour - Annex. C)	-	1000	-
As per Clause 9.1 , Table 8(Resitance to crack -Annex. D)	-	1000	-
As per Clause 9.1 , Table 8(Resistance to cigarette burn -Annex. E)	-	0	-
As per Clause 9.1 , Table 8(Resiatnce to stain - Annex. F)	-	0	-
As per Clause 9.1 , Table 8(Resiatnce to stain - Annex. F)	-	0	-
As per Clause 9.1 , Table 9(Formaldehyde content Fc, mg/100 g for oven dry board -IS 13745)	-	1000	-
As per Clause 4(Types of hyraulic door closers)	-	0	-
As per Clause 4.1 and Fig 1(A)/Fig 1(B)/Fig 1()C(Types of hyraulic door closers)	-	0	-
As per Clause 4.2 and Fig (2)and Fig(3)(Types of hyraulic door closers)	-	0	-
As per Clause 4.3(Types of hyraulic door closers)	-	0	-
As per Clause 5.1(Functional Controls Of Door Closers)	-	0	-
As per Clause 5.2(Functional Controls Of Door Closers)	-	0	-
As per Clause 5.3 and Fig 5(Functional Controls Of Door Closers)	-	0	-
As per Clause 5.4 and Fig 5(Functional Controls Of Door Closers)	-	0	-
As per Clause 5.5 and Fig 5(Functional Controls Of Door Closers)	-	0	-
As per Clause 6 And Table 1(Nominal Sizes)	-	0	-
As per Clause 7(Materials , Finish and Workmanship)	-	0	-
As per Clause 8.1(Classification Code)	-	1000	-
As per Clause 8.2(Classification Code)	-	0	-
As per Clause 8.3(Classification Code)	-	0	-
As per Clause 8.4(Classification Code)	-	0	-
As per Clause 8.5(Classification Code)	-	0	-
As per Clause 8.6(Classification Code)	-	0	-
As per Clause 8.7(Classification Code)	-	0	-
As per Clause 9.1(PERFORMANCE REQUIREMENTS)	-	0	-
As per Clause 9.2(PERFORMANCE REQUIREMENTS)	-	0	-
As per Clause 9.3(PERFORMANCE REQUIREMENTS)	-	0	-
As per Clause 9.4(PERFORMANCE REQUIREMENTS)	-	0	-
As per Clause 9.5(PERFORMANCE REQUIREMENTS)	-	0	-
As per Clause 9.6(PERFORMANCE REQUIREMENTS)	-	0	-
As per Clause 9.7(PERFORMANCE REQUIREMENTS)	-	0	-
As per Clause 9.8(PERFORMANCE REQUIREMENTS)	-	0	-
As per Clause 11(Marking)	-	1000	-

08 Dec, 2028

-
included w.e.f 11.08.2026. As per Clause 9.1 , Table 9 (Steady-state formaldehyde emission, Fc, mg/m3 (optional test))

IS 710 (2024)

MARINE PLYWOOD - SPECIFICATION (Third Revision)

ALL

15000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl-4.1(Timber)	-	0	-
Cl-4.2(Adhesive)	-	0	-
Cl-5.1(Veneers)	-	0	-
Cl-5.2.1(Glueing)	-	0	-
Cl -5.2.2(Thickness of Veneers)	-	0	-
Cl - 5.2.3.1(Joint in Veneers)	-	0	-
Cl - 5.2.3.2(Edge joints)	-	0	-
Cl - 5.2.3.3(End joints)	-	0	-
Cl - 5.2.3.4(Scarf joints)	-	0	-
Cl - 5.2.4(Grain Direction)	-	0	-
Cl-5.3(Treatment)	-	0	-
Cl-5.4(Moisture Content)	-	0	-
Cl-6.1(Dimensions (length))	-	500	-
Cl-6.2(Thickness)	-	500	-
Cl-6.3(Squareness)	-	500	-
Cl-7.1, 7.2, 7.3, 7.4, 7.5 & 7.6(Workmanship and finish)	-	500	-
Cl-9.3(Moisture Content)	-	500	-
Cl-9.4.2(Glue Adhesion in Dry State- Adhesion of Plies)	-	500	-
Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength -Average)	-	2000	-
Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength -Average)	-	0	-
Cl-9.5.1.2(Water Resistance Test-Adhesion of plies)	-	0	-
Cl-9.5.2(Water Resistance Test)	-	1000	-
Cl-9.6(Tensile Strength-Along the grain)	-	2000	-
Cl-9.7(Mycological Test -Adhesion)	-	1000	-
Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average)	-	2000	-
Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual)	-	0	-
Cl-9.9, Table-3 (i) a((Modulus of Elasticity: Across the Face Grain: Average) Wet Bending)	-	0	-
Cl-9.9, Table-3 (i) b((Modulus of Elasticity: Across the Face Grain: Minimum Individual) Wet Bending)	-	0	-
Cl-9.10(Retention of Preservative)	-	0	-
Cl-9.11(Formaldehyde Content Test)	-	1000	-
Cl-9.4.2(Adhesion of Plies)	-	0	-
5.1.1(Defects in veneers)	-	1000	-
Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Average)	-	0	-
Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Minimum Individual)	-	0	-
Cl-9.9, Table-3 (ii) a((Modulus of Rupture: Across the Face Grain: Average) Wet Bending)	-	0	-
Cl-9.9, Table-3 (ii) b((Modulus of Rupture: Across the Face Grain: Minimum Individual) Wet Bending)	-	0	-
Cl-6.1(Dimensions (width))	-	1000	-
Cl-8.3(Edge Straightness)	-	500	-
Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength –Minimum Individual)	-	0	-
Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength –Minimum Individual)	-	0	-
Cl-9.6(Tensile Strength-Across the grain)	-	0	-
Cl-9.7(Glue Adhesion in Mycological test - Glue Shear Strength –Minimum Individual)	-	0	-
Cl-9.7(Glue Adhesion in Mycological test - Glue Shear Strength -Average)	-	0	-
Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Average)	-	0	-
Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Minimum Individual)	-	0	-
Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Minimum Individual)	-	0	-
Cl-9.8, Table-2(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Average)	-	0	-
Cl-11.1(Marking)	-	500	-
Cl-11.3(Marking)	-	0	-
Cl. 9.9 (Table 3)((Modulus of Rupture: Along the Face Grain: Minimum Individual) Wet Bending)	-	0	-
Cl. 9.9 (Table 3)((Modulus of Rupture: Along the Face Grain: Average) Wet Bending)	-	0	-
Cl. 9.9 (Table 3)((Modulus of Elasticity: Along the Face Grain: Minimum Individual) Wet Bending)	-	0	-
Cl. 9.9 (Table 3)((Modulus of Elasticity: Along the Face Grain: Average) Wet Bending)	-	0	-

08 Dec, 2028

-
Included w.e.f 06.08.2026 Exclusion: Cl-9.12 (Steady-State Formaldehyde Emission Test)

IS 12785 (2026)

Irrigation equipment - Strainer-type filters - Specification (Second Revision of IS 12785)

All Variety

40000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
cl-5.1(General)	-	100	-
cl-5.1(zinc coating thickness)	-	0	-
cl-5.1(General)	-	0	-
cl-5.1(Powder coating thickness)	-	0	-
cl-5.2.1(Filter Housing)	-	0	-
cl-5.2.2(Filter Housing)	-	0	-
cl-5.2.3(Filter Housing)	-	0	-
cl-5.3.1(Connections)	-	0	-
cl-5.3.2(Connections)	-	0	-
cl-5.3.3(Connections)	-	0	-
cl-5.3.4(Connections)	-	0	-
cl-6(Sampling and acceptance criteria)	-	0	-
cl-6.1(Type Tests)	-	0	-
6.2(Acceptance Test)	-	0	-
cl-7(Mechanical testing)	-	0	-
cl-7.1("Resistance of Strainer Filter to Internal Hydrostatic Pressure")	-	0	-
cl-7.1.5(Metal Filter Housing)	-	0	-
cl-7.1.6(Plastic Filter Housing)	-	0	-
cl-7.2(Resistance to Internal Hydrostatic Pressure at High Temperature)	-	0.0	-
cl-7.3("Resistance of Filter Element to Buckling or Tearing")	-	0	-
cl-7.4(Tightness of Filter Element)	-	0	-
cl-7.5(Clean Pressure Drop)	-	0	-
cl-7.6(Cyclic Pressure Test)	-	0	-
cl-8(Marking)	-	0	-
cl-5.1(General)	-	0	-
cl-5.1(zinc coating thickness)	-	0	-
cl-5.1(General)	-	200	-
cl-5.1(Powder coating thickness)	-	0	-
cl-5.2.1(Filter Housing)	-	0	-
cl-5.2.2(Filter Housing)	-	0	-
cl-5.2.3(Filter Housing)	-	0	-
cl-5.3.1(Connections)	-	0	-
cl-5.3.2(Connections)	-	0	-
cl-5.3.3(Connections)	-	200	-
cl-5.3.4(Connections)	-	0	-
cl-6(Sampling and acceptance criteria)	-	0	-
cl-6.1(Type Tests)	-	0	-
6.2(Acceptance Test)	-	0	-
cl-7(Mechanical testing)	-	0	-
cl-7.1("Resistance of Strainer Filter to Internal Hydrostatic Pressure")	-	0	-
cl-7.1.5(Metal Filter Housing)	-	0	-
cl-7.1.6(Plastic Filter Housing)	-	1000	-
cl-7.2(Resistance to Internal Hydrostatic Pressure at High Temperature)	-	4000	-
cl-7.3("Resistance of Filter Element to Buckling or Tearing")	-	2000	-
cl-7.4(Tightness of Filter Element)	-	2000	-
cl-7.5(Clean Pressure Drop)	-	15000	-
cl-7.6(Cyclic Pressure Test)	-	15000	-
cl-8(Marking)	-	500	-
cl-5.1(General)	-	0	-
cl-5.1(zinc coating thickness)	-	0	-
cl-5.1(General)	-	0	-
cl-5.1(Powder coating thickness)	-	0	-
cl-5.2.1(Filter Housing)	-	0	-
cl-5.2.2(Filter Housing)	-	0	-
cl-5.2.3(Filter Housing)	-	0	-
cl-5.3.1(Connections)	-	0	-
cl-5.3.2(Connections)	-	0	-
cl-5.3.3(Connections)	-	0	-
cl-5.3.4(Connections)	-	0	-
cl-6(Sampling and acceptance criteria)	-	0	-
cl-6.1(Type Tests)	-	0	-
6.2(Acceptance Test)	-	0	-
cl-7(Mechanical testing)	-	0	-
cl-7.1("Resistance of Strainer Filter to Internal Hydrostatic Pressure")	-	0	-
cl-7.1.5(Metal Filter Housing)	-	0	-
cl-7.1.6(Plastic Filter Housing)	-	0	-
cl-7.2(Resistance to Internal Hydrostatic Pressure at High Temperature)	-	0	-
cl-7.3("Resistance of Filter Element to Buckling or Tearing")	-	0	-
cl-7.4(Tightness of Filter Element)	-	0	-
cl-7.5(Clean Pressure Drop)	-	0	-
cl-7.6(Cyclic Pressure Test)	-	0	-
cl-8(Marking)	-	0	-

08 Dec, 2028

-
Included w.e.f. 03.06.2026

IS 9763 (2000)

Plastics Bib Taps, Pillar Taps, Angle Valves and Stop Valves for Hot and Cold Water Services -

All variety

10000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
(Cl. 5)(Nominal Size)	-	300	-
(Cl. 7)(Identification)	-	200	-
(Cl. 7)(Identification)	-	0	-
(Cl. 4)(Materials)	-	0	-
(Cl.6 , Table 3)(Dimensions)	-	500	-
(Cl 8)(Construction,Workmanship and Finish)	-	0	-
(Cl 8)(Construction,Workmanship and Finish)	-	0	-
(Cl 8)(Construction,Workmanship and Finish)	-	0	-
(Cl 8)(Construction,Workmanship and Finish)	-	0	-
(Cl 8)(Construction,Workmanship and Finish)	-	0	-
(Cl 8.4)(Minimum Thickness)	-	500	-
(Cl. 8.5)(Finish)	-	500	-
(Cl 9.1)(Resistance to Residual Chlorine in Water)	-	2000	-
(Cl 9.2)(Drip Proofness Test)	-	1000	-
(Cl 9.3)(Thermal Shock Test )	-	2000	-
(Cl 9.4)(Hydraulic Pressure Test)	-	2000	-
(Cl 9.5)(Mechanical Strength Characteristics)	-	1000	-
(Cl. 5)(Nominal Size)	-	-	-
(Cl. 7)(Identification)	-	-	-
(Cl. 7)(Identification)	-	-	-
(Cl. 4)(Materials)	-	-	-
(Cl.6 , Table 3)(Dimensions)	-	-	-
(Cl 8)(Construction,Workmanship and Finish)	-	-	-
(Cl 8)(Construction,Workmanship and Finish)	-	-	-
(Cl 8)(Construction,Workmanship and Finish)	-	-	-
(Cl 8)(Construction,Workmanship and Finish)	-	-	-
(Cl 8)(Construction,Workmanship and Finish)	-	-	-
(Cl 8.4)(Minimum Thickness)	-	-	-
(Cl. 8.5)(Finish)	-	-	-
(Cl 9.1)(Resistance to Residual Chlorine in Water)	-	-	-
(Cl 9.2)(Drip Proofness Test)	-	-	-
(Cl 9.3)(Thermal Shock Test )	-	-	-
(Cl 9.4)(Hydraulic Pressure Test)	-	-	-
(Cl 9.5)(Mechanical Strength Characteristics)	-	-	-

08 Dec, 2028

-
Included w.e.f 09.06.2026

IS 15532 (2004)

Plastics crates for fruits and vegetables - Specification

All variety

30000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3, 3.1(Requirements)	-	500	-
3.2(Material)	-	0	-
3.3(Shape, Dimensions and Design)	-	3000	-
3.4(Mass)	-	2000	-
3.5(Appearance and Surface Finish)	-	1000	-
3.6(Dimensional Stability)	-	3000	-
3.7(Confluence Line Strength)	-	3000	-
3.8.1(Compressive Strength (Resistance to Applied Load))	-	3000	-
3.8.2(Resistance to Drop)	-	4000	-
3.9(Resistance to Environmental Stress Cracking)	-	3000	-
3.10.1(Suspension Test)	-	2000	-
3.10.2(Free-Fall Test)	-	3000	-
3.1(Crates)	-	2000	-
3.2(Material)	-	0	-
3.3(Shape, Dimensions and Design)	-	0	-
3.4(Mass)	-	0	-
3.5(Appearance and Surface Finish)	-	0	-
3.6(Dimensional Stability)	-	0	-
3.7(Confluence line Strength)	-	0	-
3.8(Mechanical Strength)	-	0	-
3.9(Resistance to Environmental Stress Cracking)	-	0	-
3.10(Handle Test)	-	0	-
4(Packing and Marking)	-	500	-
3, 3.1(Requirements)	-	0	-
3.2(Material)	-	0	-
3.3(Shape, Dimensions and Design)	-	0	-
3.4(Mass)	-	0	-
3.5(Appearance and Surface Finish)	-	0	-
3.6(Dimensional Stability)	-	0	-
3.7(Confluence Line Strength)	-	0	-
3.8.1(Compressive Strength (Resistance to Applied Load))	-	0	-
3.8.2(Resistance to Drop)	-	0	-
3.9(Resistance to Environmental Stress Cracking)	-	0	-
3.10.1(Suspension Test)	-	0	-
3.10.2(Free-Fall Test)	-	0	-
3.1(Crates)	-	0	-
3.2(Material)	-	0	-
3.3(Shape, Dimensions and Design)	-	0	-
3.4(Mass)	-	0	-
3.5(Appearance and Surface Finish)	-	0	-
3.6(Dimensional Stability)	-	0	-
3.7(Confluence line Strength)	-	0	-
3.8(Mechanical Strength)	-	0	-
3.9(Resistance to Environmental Stress Cracking)	-	0	-
3.10(Handle Test)	-	0	-
4(Packing and Marking)	-	500	-
3, 3.1(Requirements)	-	-	-
3.2(Material)	-	-	-
3.3(Shape, Dimensions and Design)	-	-	-
3.4(Mass)	-	-	-
3.5(Appearance and Surface Finish)	-	-	-
3.6(Dimensional Stability)	-	-	-
3.7(Confluence Line Strength)	-	-	-
3.8.1(Compressive Strength (Resistance to Applied Load))	-	-	-
3.8.2(Resistance to Drop)	-	-	-
3.9(Resistance to Environmental Stress Cracking)	-	-	-
3.10.1(Suspension Test)	-	-	-
3.10.2(Free-Fall Test)	-	-	-
3.1(Crates)	-	-	-
3.2(Material)	-	-	-
3.3(Shape, Dimensions and Design)	-	-	-
3.4(Mass)	-	-	-
3.5(Appearance and Surface Finish)	-	-	-
3.6(Dimensional Stability)	-	-	-
3.7(Confluence line Strength)	-	-	-
3.8(Mechanical Strength)	-	-	-
3.9(Resistance to Environmental Stress Cracking)	-	-	-
3.10(Handle Test)	-	-	-
4(Packing and Marking)	-	-	-

08 Dec, 2028

-
Included w.e.f 09.06.2026

IS 14483 : Part 1 (2024)

Fertilizer and chemical injection system Part 1 Venturi injector - Specification (First Revision)

All variety

12000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl-4.1(Material)	-	1000	-
Cl-4.2(venturi injector body and other parts)	-	1000	-
Cl-5(Constructional Requirements)	-	1000	-
Cl-6(Tests)	-	0	-
Cl-6.1(Resistance of Venturi Injector to Internal Hydrostatic Pressure)	-	1000	-
Cl-6.2(Performance Test)	-	7000	-
Cl-8(Marking)	-	1000	-
Cl-4.1(Material)	-	0	-
Cl-4.2(venturi injector body and other parts)	-	0	-
Cl-5(Constructional Requirements)	-	0	-
Cl-6(Tests)	-	0	-
Cl-6.1(Resistance of Venturi Injector to Internal Hydrostatic Pressure)	-	0	-
Cl-6.2(Performance Test)	-	0	-
Cl-8(Marking)	-	0	-

08 Dec, 2028

-
Included w.e.f 09.6.2026

IS 16647 (2017)

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

Scope restricted upto pipe size of nominal dia 630 mm.

45000 View breakup
-

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

08 Dec, 2028

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

IS 14182 (1994)

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

Regular, medium and heavy bodied

30000 View breakup
-

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

08 Dec, 2028

-
Included w.e.f 01.04.2026

IS 10124 : Part 13 (2009)

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

20 MM TO 630 MM

10000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3.1(General)	-	8000	-
3.2.2, Table 2(Dimension of 11 1/4° bends for Elastomeric sealing ring joint)	-	1000	-
3.2.2, Table 1(Dimension of 11 1/4° bends)	-	0	-
3.2.3(Socket, Measurement)	-	1000	-

08 Dec, 2028

-
Included w.e.f. 27.01.2026

IS 10124 : Part 12 (2009)

Fabricated pvc - U fittings for potable water supplies - Specification: Part 12 specific requirements for 22½ degree bends (Second Revision)

20 mm to 630 mm

10000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3.1(General)	-	8000	-
3.2.2, Table 1(Dimensions of 22 ½ deg Bends)	-	1000	-
3.2.2, Table 2(Dimensions of 22 ½ deg Bend for Elastomeric Sealing Ring Joint)	-	0	-
3.2.3(Socket, measurements)	-	1000	-

08 Dec, 2028

-
Included w.e.f 30.01.2026

IS 10124 : Part 11 (2009)

Fabricated pvc - U fittings for potable water supplies - Specification: Part 11 specific requirements for 40 degree bends (Second Revision)

20 mm to 630 mm

10000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3.1(General)	-	8000	-
3.2.2, Table 1(Dimensions of 30 deg Bends)	-	2000	-
3.2.2, Table 2(Dimensions of 30 deg Bend for Elastomeric Sealing Ring Joint)	-	0	-

08 Dec, 2028

-
Included w.e.f 30.01.2026

IS 10124 : Part 10 (2009)

Fabricated pvc - U fittings for potable water supplies - Specification: Part 10 specific requirements for 45 degree bends (Second Revision)

20 MM TO 630 MM

10000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3.1(General)	-	7000	-
3.2, 3.2.1, Fig 2(Manufacture)	-	1000	-
3.2.2, Fig 1, table 1(Dimensions)	-	1000	-
3.2.3(the socket measurement shall comply with IS 10124 (Part 1).)	-	1000	-
Table 1 (Clause 3.2.2, and Fig. 1)(Dimensions of 45o Bend)	-	0	-
Table 2 (Clause 3.2.2, and Fig. 2)(Dimensions of 45° Bend for Elastomeric Sealing Ring Joint)	-	0	-

08 Dec, 2028

-
Included w.e.f 30.01.2026

IS 10124 : Part 9 (2009)

Fabricated pvc - U fittings for potable water supplies - Specification: Part 9 specific requirements for 60 degree bends (Second Revision)

20 MM TO 630 MM

10000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3.1(General)	-	7000	-
3.2, 3.2.1, Fig 2(Manufacture)	-	1000	-
3.2.2, Fig 1, table 1(Dimensions)	-	1000	-
3.2.3(the socket measurement shall comply with IS 10124 (Part 1).)	-	1000	-
Table 1 (Clauses 3.2.2, 3.2.3, and Fig. 1)(Dimensions of 60o Bends)	-	0	-
Table 2 (Clause 3.2.2, and Fig. 2)(Dimensions of 60o Bend for Elastomeric Sealing Ring Joint)	-	0	-

08 Dec, 2028

-
Included w.e.f 30.01.2026

IS 10124 : Part 8 (2009)

Fabricated pvc - U fittings for potable water supplies - Specification: Part 8 specific requirements for 90 degree bends (Second Revision)

20 MM TO 630 MM

10000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3.1(General)	-	7000	-
3.2, 3.2.1, Fig 2(Manufacture)	-	1000	-
3.2.2, Fig 2, table 2(Dimensions)	-	1000	-
3.2.3(the socket measurement shall comply with IS 10124 (Part 1).)	-	1000	-
Table 1 (Clause 3.2.2, and Fig. 1)(Dimensions of 90o Bends)	-	0	-
Table 2 (Clause 3.2.2, and Fig. 2)(Dimensions of 90o Bend for Elastomeric Sealing Ring Joint)	-	0	-

08 Dec, 2028

-
Included w.e.f 30.01.2026

IS 10124 : Part 7 (2009)

Fabricated pvc - U fittings for potable water supplies - Specification: Part 7 specific requirements for threaded adaptors (Second Revision)

63 TO 110

10000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3.1(General)	-	6000	-
3.2(Materials)	-	1000	-
3.3, 3.3.1, Fig 1(Manufacture)	-	1000	-
3.3.2, table 1, fig 1(Dimensions)	-	1000	-
3.3.3(socket measurement shall comply with IS 10124 (Part 1).)	-	1000	-
Table 1 (Clauses 3.3.1 and 3.3.2)(Dimensions of Threaded Adaptors)	-	0	-

08 Dec, 2028

-
Included w.e.f. 27.01.2026

IS 10124 : Part 6 (2009)

Fabricated pvc - U fittings for potable water supplies - Specification: Part 6 specific requirements for flanged tail pieces with metallic flanges (Second Revision)

63 MM TO 630 MM

10000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3.1(General)	-	8000	-
3.2, 3.2.1, Fig 1(Manufacture)	-	1000	-
3.2.2, Fig 2, table 2(Dimensions)	-	1000	-
Table 1 (Clause 3.2.2, and Fig. 1)(Dimensions of PVC Flanged Tail Piece with Metallic Flanges)	-	0	-
Table 2 (Cl.3.2.2, and Fig.1)(Dimensions of Flanged Tail Piece with Metallic Flange for Elastomeric Sealing Ring Joint)	-	0	-

08 Dec, 2028

-
Included w.e.f. 27.01.2026

IS 10124 : Part 5 (2009)

Fabricated pvc - U fittings for potable water supplies - Specification: Part 5 specific requirements for equal tees (Second Revision)

63 MM TO 630 MM

10000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3.1(General)	-	8000	-
3.2, 3.2.1, Fig 1(Manufacture)	-	1000	-
3.2.2, Fig 1(Dimensions)	-	1000	-
Table 1(Cl.3.2.2, and Fig.1)(Dimensions of Equal Tees)	-	1000	-

08 Dec, 2028

-
Included w.e.f 30.01.2026

IS 10124 : Part 4 (2009)

Fabricated pvc - U fittings for potable water supplies - Specification: Part 4 specific requirements for caps (Second Revision)

63 mm to 630 mm

10000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3.1(General)	-	8000	-
3.1(General)	-	8000	-
3.2, 3.2.1, Fig 1(Manufacture)	-	1000	-
3.2.2, Fig 1(Dimensions)	-	1000	-
Table 1(Cl.3.2.2, and Fig.1)(Dimensions of Caps)	-	1000	-

08 Dec, 2028

-
Included w.e.f 30.01.2026

IS 10124 : Part 3 (2009)

Fabricated PVC-U Fittings for Potable Water Supplies - Specification Part 3 Specific Requirements for Straight Reducers

20 MM TO 630 MM

10000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3.1(General)	-	7000	-
3.2, 3.2.1, Fig 1(Manufacture)	-	1000	-
3.2.2, Fig 1(Dimensions)	-	1000	-
Table-1 (cl.3.2.2, Fig 1)(Dimensions of Straight Reducers)	-	1000	-

08 Dec, 2028

-
Included w.e.f. 27.01.2026

IS 10124 : Part 2 (2009)

Fabricated pvc - U fittings for potable water supplies - Specification: Part 2 specific requirements for sockets (Second Revision)

20 MM TO 630 MM

10000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
10.3 of IS 4985 & Cl. 3.1 of IS 12235(P-4)(Effect on water: Lead (First Extraction))	-	5000	-
10.3 of IS 4985 & Cl. 3.1 of IS 12235(P-4)(Effect on water: Lead (Third Extraction))	-	0	-
10.3 of IS 4985 & Cl. 3.1 of IS 12235(P-10)(Effect on water:Dialkyl tin C4 and higher homologues measured as tin (third extraction))	-	0	-
10.3 of IS 4985 & Cl. 3.2 of IS 12235(P-4)(Effect on water: Cadmium (all three extracts))	-	0	-
10.3 of IS 4985 & Cl. 3.2 of IS 12235(P-4)(Effect on water: Mercury (all three extracts))	-	0	-
10.3 of IS 4985 & Cl. 3.2 of IS 12235(P-10)(Other toxic substances such as 'di-n-octyl-tin- s-s bis iso-octyl mercapto acetate' and 'butyl stearate' (third extraction))	-	0	-
10.7 of IS 4985(Sulphated Ash content, Annex-B of IS 4985)	-	2000	-
3.2.1, Table-1, Fig-1(Nominal size)	-	0	-
3.2.1, Table-1, Fig-1(B)	-	0	-
3.2.1, Table-1, Fig-1(Minimum wall thickness for working pressure)	-	1000	-
3.2.1, Table-1, Fig-1(Plumbing)	-	0	-
Clause 3.2.2, and Fig. 2(Nominal size)	-	0	-
Clause 3.2.2, and Fig. 2.(B)	-	0	-
Clause 3.2.2, and Fig. 2.(Minimum wall thickness for working pressure)	-	0	-
3.2.2, and Fig. 2(Dimensions of Socket for Elastomeric Sealing Ring Joint)	-	1000	-
3.1(General)	-	1000	-
10.3 of IS 4985 & Cl. 3.1 of IS 12235(P-4)(Effect on water: Lead (First Extraction))	-	0	-
10.3 of IS 4985 & Cl. 3.1 of IS 12235(P-4)(Effect on water: Lead (Third Extraction))	-	0	-
10.3 of IS 4985 & Cl. 3.1 of IS 12235(P-10)(Effect on water:Dialkyl tin C4 and higher homologues measured as tin (third extraction))	-	0	-
10.3 of IS 4985 & Cl. 3.2 of IS 12235(P-4)(Effect on water: Cadmium (all three extracts))	-	0	-
10.3 of IS 4985 & Cl. 3.2 of IS 12235(P-4)(Effect on water: Mercury (all three extracts))	-	0	-
10.3 of IS 4985 & Cl. 3.2 of IS 12235(P-10)(Other toxic substances such as 'di-n-octyl-tin- s-s bis iso-octyl mercapto acetate' and 'butyl stearate' (third extraction))	-	0	-
10.7 of IS 4985(Sulphated Ash content, Annex-B of IS 4985)	-	0	-
3.2.1, Table-1, Fig-1(Nominal size)	-	0	-
3.2.1, Table-1, Fig-1(B)	-	0	-
3.2.1, Table-1, Fig-1(Minimum wall thickness for working pressure)	-	0	-
3.2.1, Table-1, Fig-1(Plumbing)	-	0	-
Clause 3.2.2, and Fig. 2(Nominal size)	-	0	-
Clause 3.2.2, and Fig. 2.(B)	-	0	-
Clause 3.2.2, and Fig. 2.(Minimum wall thickness for working pressure)	-	0	-
3.2.2, and Fig. 2(Dimensions of Socket for Elastomeric Sealing Ring Joint)	-	0	-
3.1(General)	-	0	-

08 Dec, 2028

-
Included w.e.f. 27.01.2026

IS 10124 : Part 1 (2009)

Fabricated PVC-U Fittings for Potable Water Supplies - Specification Part 1 General Requirements (Second Revision)

20 MM TO 630 MM

10000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3(Material)	-	0	-
4(Size of fitting)	-	200	-
5.1 Table-1 Fig.1(Dimension of Socket length)	-	200	-
5.1.2 Table-1(Dimensions of mean inside diameter at mid-point of socket depth)	-	200	-
5.1.3 (Out of Roundness Tolerance of Socket Inside Diameter)	-	200	-
5.2 Table-2 Fig.2(Dimensions of socket for elastomeric sealing ring)	-	200	-
6.1(Opacity test in accordance with IS 12235 (Part 3))	-	1000	-
6.2(Short Term Hydraulic Test in accordance with Annex A)	-	2000	-
8(Marking)	-	300	-
3.2.3(socket, measurements)	-	300	-
3.1(Material)	-	400	-
6.3(Effect on water test)	-	5000	-
3(Material)	-	0	-
4(Size of fitting)	-	0	-
5.1 Table-1 Fig.1(Dimension of Socket length)	-	0	-
5.1.2 Table-1(Dimensions of mean inside diameter at mid-point of socket depth)	-	0	-
5.1.3 (Out of Roundness Tolerance of Socket Inside Diameter)	-	0	-
5.2 Table-2 Fig.2(Dimensions of socket for elastomeric sealing ring)	-	0	-
6.1(Opacity test in accordance with IS 12235 (Part 3))	-	0	-
6.2(Short Term Hydraulic Test in accordance with Annex A)	-	0	-
8(Marking)	-	0	-
3.2.3(socket, measurements)	-	0	-
3.1(Material)	-	0	-
6.3(Effect on water test)	-	0	-

08 Dec, 2028

-
Included w.e.f. 27.01.2026

IS 7834 : Part 8 (1987)

injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 8 Specific requirements for caps

16 mm to 315 mm

7800 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
2.1(General)	-	1000	-
2.2(Manufacture)	-	1000	-
2.2.2(diameter of the socket of cap)	-	1000	-
2.1(General)	-	1000	-
2.2(Manufacture)	-	1000	-
2.2.2(diameter of the socket of cap)	-	1000	-
2.2.2 table 1(Laying length)	-	1000	-

08 Dec, 2028

-
Included w.e.f 30.01.2026 6.1.1 (VCM Content Test)

IS 7834 : Part 7 (1987)

injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 7 Specific requirements for unions

16 MM TO 63 MM

7800 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
table 1 sl.no: 01(16 )	-	500	-
table 1 sl.no: 02(20 )	-	500	-
table 1 sl.no: 03(25 )	-	500	-
table 1 sl.no: 04(32 )	-	500	-
table 1 sl.no: 05(40 )	-	500	-
table 1 sl.no: 06(50 )	-	500	-
table 1 sl.no: 07(63 )	-	500	-
2.1(General)	-	1000	-
2.2(Manufacture)	-	1000	-
2.2.2, Table 1(Size)	-	500	-
2.2.2, Table 1(Union Laying Length)	-	500	-
2.2.3( inside diameter of the socket)	-	1000	-
2.2.3(Socket length)	-	1000	-
2.1(General)	-	1000	-
2.2(Manufacture)	-	1000	-
2.2.2, Table 1(Size)	-	500	-
2.2.2, Table 1(Union Laying Length)	-	500	-
2.2.3( inside diameter of the socket)	-	1000	-
2.2.3(Socket length)	-	1000	-
2.2.2 table 1(Laying length)	-	500	-

08 Dec, 2028

-
Included w.e.f 30.01.2026 6.1.1 (VCM Content Test)

IS 7834 : Part 6 (1987)

injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 6 Specific requirements for sockets

16 MM T0 315 MM

7800 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
table 1 sl.no: 01(16 )	-	500	-
table 1 sl.no: 02(20 )	-	500	-
table 1 sl.no: 03(25 )	-	500	-
table 1 sl.no: 04(32 )	-	500	-
table 1 sl.no: 05(40 )	-	500	-
table 1 sl.no: 06(50 )	-	500	-
table 1 sl.no: 07(63 )	-	500	-
table 1 sl.no: 08(75 )	-	500	-
table 1 sl.no: 09(90 )	-	500	-
table 1 sl.no: 10(110 )	-	500	-
table 1 sl.no: 11(125 )	-	500	-
table 1 sl.no: 12(140 )	-	500	-
table 1 sl.no: 13(160 )	-	500	-
table 1 sl.no: 14( 180 )	-	500	-
table 1 sl.no: 15(200 )	-	500	-
table 1 sl.no: 16(225 )	-	500	-
table 1 sl.no: 17(250.0)	-	500	-
table 1 sl.no: 18(280.0)	-	500	-
table 1 sl.no: 19(315.0)	-	500	-
2.1(General)	-	1000	-
2.2(Manufacture)	-	1000	-
2.2.2, Table 1(Size)	-	500	-
2.2.2, Table 1(Socket Laying Length)	-	500	-
2.2.3( inside diameter of the socket)	-	1000	-
2.2.3(Socket length)	-	1000	-
2.1(General)	-	1000	-
2.2(Manufacture)	-	1000	-
2.2.2, Table 1(Size)	-	1000	-
2.2.2, Table 1(Socket Laying Length)	-	500	-
2.2.3( inside diameter of the socket)	-	1000	-
2.2.3(Socket length)	-	1000	-
2.2.2 table 1(Laying length)	-	500	-

08 Dec, 2028

-
Included w.e.f 30.01.2026 6.1.1 (VCM Content Test)

IS 7834 : Part 5 (1987)

Injection Moulded PVC Socket Fittings With Solvent Cement Joints for Water Supplies - Part 5 : Specific Requirements for 45 degree Tees

16 MM TO 160 MM

7800 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
table 1 sl.no: 01(16 (Z) )	-	0	-
table 1 sl.no: 02(20 (Z) )	-	0	-
table 1 sl.no: 03(25 (Z) )	-	0	-
table 1 sl.no: 04(32 (Z) )	-	0	-
table 1 sl.no: 05(40 (Z) )	-	0	-
table 1 sl.no: 06(50 (Z) )	-	0	-
table 1 sl.no: 07(63 (Z) )	-	0	-
table 1 sl.no: 08(75 (Z) )	-	0	-
table 1 sl.no: 09(90 (Z) )	-	0	-
table 1 sl.no: 10(110 (Z) )	-	0	-
table 1 sl.no: 11(125 (Z) )	-	0	-
table 1 sl.no: 12(140 (Z) )	-	0	-
table 1 sl.no: 13(160(z))	-	0	-
table 1 sl.no: 01(16 (Z1) )	-	0	-
table 1 sl.no: 02(20 (Z1) )	-	0	-
table 1 sl.no: 03(25 (Z1) )	-	0	-
table 1 sl.no: 04(32 (Z1) )	-	0	-
table 1 sl.no: 05(40 (Z1) )	-	0	-
table 1 sl.no: 06(50 (Z1) )	-	0	-
table 1 sl.no: 07(63 (Z1) )	-	0	-
table 1 sl.no: 08(75 (Z1) )	-	0	-
table 1 sl.no: 09(90 (Z) )	-	0	-
table 1 sl.no: 10(110 (Z1) )	-	0	-
table 1 sl.no: 11(125 (Z1) )	-	0	-
table 1 sl.no: 12(140 (Z1) )	-	0	-
table 1 sl.no: 13(160(z1))	-	0	-
2.1(General)	-	6000	-
2.2(Manufacture)	-	300	-
2.2.2, Table 1(Size)	-	1000	-
2.2.2, Table 1(45 ̊ Tees Laying Length, Z)	-	0	-
2.2.2, Table 1(45 ̊ Tees Laying Length, Z1)	-	0	-
2.2.3( inside diameter of the socket)	-	500	-
2.2.3(Socket length)	-	0	-
2.1(General)	-	0	-
2.2(Manufacture)	-	0	-
2.2.2, Table 1(Size)	-	0	-
2.2.2, Table 1(45 ̊ Tees Laying Length, Z)	-	0	-
2.2.2, Table 1(45 ̊ Tees Laying Length, Z1)	-	0	-
2.2.3( inside diameter of the socket)	-	0	-
2.2.3(Socket length)	-	0	-
2.2.2 table 1(Laying length)	-	0	-
2.2.2 table 1(Laying length)	-	0	-
2.2.2 table 1(Laying length)	-	0	-
2.2.2 table 1(Laying length)	-	0	-

08 Dec, 2028

-
1 6.1.1 (VCM Content Test) VCM Content test Not required.

Bureau of Indian Standards

The National Standards Body of India

ACCURATE TEST SOLUTIONS LLP

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

9810820552 accuratetestsunit2@gmail.com

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