BIS - LIMS (Laboratory Information Management System)

PIONEER TESTING LABORATORY PRIVATE LIMITED

Kh No. 84/2, Street No: 4, Mundka Industrial Area, (Near Mundka INDUSTRIAL Area Metro Station), New Delhi - 110041., Delhi, West, Delhi, 110041

9810040186 pioneertestinglabdelhi@gmail.com

Scope List

Reset

169 Results

S.No.

Indian Standard No.

Product

Grade / Type / Size / Designation etc.

Testing Charges (Excl. Of Taxes)

Validity Date

Remark

IS 16014 (2024)

MECHANICALLY WOVEN DOUBLE-TWISTED HEXAGONAL WIRE MESH GABIONS REVET MATTRESSES ROCK FALL NETTING AND OTHER PRODUCTS FOR CIVIL ENGINEERING PURPOSES GALVANIZED STEEL WIRE OR GALVANIZED STEEL WIRE WITH POLYMER COATING SPECIFICATION ( Second Revision )

All Type

384000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl-5(Material and Manufacture)	-	2500	-
Cl-5.1.1(Class 1 double-twisted mesh)	-	1500	-
Cl-5.1.2(Class 2 double-twisted mesh)	-	1500	-
Cl-5.4.1(Galvanized Rings)	-	1500	-
Cl-5.4.2(Stainless Steel Fasteners)	-	1500	-
Cl-6.1(Tensile Strength)	-	2000	-
Cl-6.2, Table-7 (i)(Mesh wire dia, mm)	-	1500	-
Cl-6.2, Table-7 (ii)(Tensile Strength Parallel to twist, kN/m)	-	30000	-
Cl-5.3(Lacing wire and stiffeners)	-	2000	-
Cl-7.1.1(Mass of Zinc/Zinc Alloy Coating)	-	1500	-
Cl-7.1.2(Adhesion of Zinc/Zinc Alloy Coating)	-	1500	-
Cl-7.1.3(Ageing and Corrosion Resistance)	-	45000	-
Cl-7.2 (a)(Specific gravity)	-	2000	-
Cl-7.2 (b)(Tensile strength)	-	2000	-
Cl-7.2 (c)(Hardness)	-	1500	-
Cl-7.2 (d)(Resistance of polymer coating to sodium chloride solution)	-	30000	-
Cl-7.2 (e)(Salt spray exposure)	-	60000	-
Cl-7.2 (f)(Modulus of Elasticity)	-	2000	-
Cl-7.2 (g)(Brittleness Temperature)	-	2000	-
Cl-7.2 (h)(Resistance to UV rays)	-	195000	-
Cl-8.12(Mesh Opening Tolerances)	-	1500	-
Cl-9(Workmanship)	-	1500	-
Cl-12.1(Tensile Strength of Wire Mesh Panel)	-	30000	-
Cl-12.2(Punch Test)	-	20000	-
Cl-12.3(Pull-Apart Resistance Test/Selvedge Strength Test/Panel to Panel Connection)	-	30000	-
Cl-12.4(Metallic Coating Mass)	-	2000	-
Cl-12.5(Polymer Coating Thickness)	-	1500	-
Cl-12.6(Polymer Coating)	-	1500	-
Cl-12.7.1(Abrasion Resistance Test)	-	30000	-
Cl-12.7.2(Corrosion Spread Test)	-	30000	-
Cl-5.5, 8.1, 8.2, 8.9, Table-1,2, 3, 4, 5, (i)(Mesh wire dia, mm)	-	1500	-
Cl-5.5, 8.1, 8.2, 8.9, Table-1,2, 3, 4, 5, (ii)(Edge/Selvedge wire dia, mm)	-	1500	-
Cl-5.5, 8.1, 8.2, 8.9, Table-1,2, 3, 4, 5, (iii)(Lacing wire dia, mm)	-	1500	-
Cl-5.5, 8.1, 8.2, 8.9, Table-1,2, 3, 4, 5, (iv)(Polymer coating thickness,mm)	-	1500	-
Cl-5.5, 8.1, 8.2, 8.9, Table-1,2, 3, 4, 5, (v)(Typical sizes Length ×Width × Height(m))	-	1500	-
Cl-5.5, 8.1, 8.2, 8.9, Table-1,2, 3, 4, 5, (vi)(Tolerances in size of Units)	-	1500	-
Cl-5.5, 8.1, 8.2, 8.11, Table-6 (i)(Mesh wire dia, mm)	-	1500	-
Cl-5.5, 8.1, 8.2, 8.11, Table-6 (ii)(Edge/Selvedge wire dia, mm)	-	1500	-
Cl-5.5, 8.1, 8.2, 8.11, Table-6 (iii)(Lacing wire dia, mm)	-	1500	-
Cl-5.5, 8.1, 8.2, 8.11, Table-6 (iv)(Polymer coating thickness, mm)	-	1500	-
Cl-5.5, 8.1, 8.2, 8.11, Table-6 (v)(Typical size Length × Width)	-	1500	-
Cl-5.5, 8.1, 8.2, 8.11, Table-6 (vi)(Tolerances in size of netting rolls)	-	1500	-
Cl-6.2, 11.2, 12.2 (b), Table-7 (i)(Mesh wire dia,)	-	1500	-
Cl-6.2, 11.2, 12.2 (b), Table-7 (ii)(Tensile Strength Parallel to twist,)	-	0	-
Cl-6.2, 11.2, 12.2 (b), Table-7 (iii)(Tensile Strength Perpendicular to twist, kN/m)	-	30000	-
Cl-6.2, 11.2, 12.2 (b), Table-7 (iv)(Selvedge Strength, kN/m)	-	30000	-
Cl-6.2, 11.2, 12.2 (b), Table-7 (v)(Punch Strength, kN)	-	0	-
Cl-6.2, 11.2, 12.2 (b), Table-7 (vi)(Panel to panel connection(lacing wire/ fasteners), kN/m)	-	0	-
Cl-13(Marking)	-	1500	-
Cl-5(Material and Manufacture)	-	0	-
Cl-5.1.1(Class 1 double-twisted mesh)	-	0	-
Cl-5.1.2(Class 2 double-twisted mesh)	-	0	-
Cl-5.4.1(Galvanized Rings)	-	1500	-
Cl-5.4.2(Stainless Steel Fasteners)	-	0	-
Cl-6.1(Tensile Strength)	-	0	-
Cl-6.2, Table-7 (i)(Mesh wire dia, mm)	-	0	-
Cl-6.2, Table-7 (ii)(Tensile Strength Parallel to twist, kN/m)	-	0	-
Cl-5.3(Lacing wire and stiffeners)	-	0	-
Cl-7.1.1(Mass of Zinc/Zinc Alloy Coating)	-	0	-
Cl-7.1.2(Adhesion of Zinc/Zinc Alloy Coating)	-	0	-
Cl-7.1.3(Ageing and Corrosion Resistance)	-	0	-
Cl-7.2 (a)(Specific gravity)	-	0	-
Cl-7.2 (b)(Tensile strength)	-	0	-
Cl-7.2 (c)(Hardness)	-	0	-
Cl-7.2 (d)(Resistance of polymer coating to sodium chloride solution)	-	0	-
Cl-7.2 (e)(Salt spray exposure)	-	0	-
Cl-7.2 (f)(Modulus of Elasticity)	-	0	-
Cl-7.2 (g)(Brittleness Temperature)	-	0	-
Cl-7.2 (h)(Resistance to UV rays)	-	0	-
Cl-8.12(Mesh Opening Tolerances)	-	0	-
Cl-9(Workmanship)	-	0	-
Cl-12.1(Tensile Strength of Wire Mesh Panel)	-	0	-
Cl-12.2(Punch Test)	-	0	-
Cl-12.3(Pull-Apart Resistance Test/Selvedge Strength Test/Panel to Panel Connection)	-	0	-
Cl-12.4(Metallic Coating Mass)	-	0	-
Cl-12.5(Polymer Coating Thickness)	-	0	-
Cl-12.6(Polymer Coating)	-	0	-
Cl-12.7.1(Abrasion Resistance Test)	-	0	-
Cl-12.7.2(Corrosion Spread Test)	-	0	-
Cl-5.5, 8.1, 8.2, 8.9, Table-1,2, 3, 4, 5, (i)(Mesh wire dia, mm)	-	0	-
Cl-5.5, 8.1, 8.2, 8.9, Table-1,2, 3, 4, 5, (ii)(Edge/Selvedge wire dia, mm)	-	0	-
Cl-5.5, 8.1, 8.2, 8.9, Table-1,2, 3, 4, 5, (iii)(Lacing wire dia, mm)	-	0	-
Cl-5.5, 8.1, 8.2, 8.9, Table-1,2, 3, 4, 5, (iv)(Polymer coating thickness,mm)	-	0	-
Cl-5.5, 8.1, 8.2, 8.9, Table-1,2, 3, 4, 5, (v)(Typical sizes Length ×Width × Height(m))	-	0	-
Cl-5.5, 8.1, 8.2, 8.9, Table-1,2, 3, 4, 5, (vi)(Tolerances in size of Units)	-	0	-
Cl-5.5, 8.1, 8.2, 8.11, Table-6 (i)(Mesh wire dia, mm)	-	0	-
Cl-5.5, 8.1, 8.2, 8.11, Table-6 (ii)(Edge/Selvedge wire dia, mm)	-	0	-
Cl-5.5, 8.1, 8.2, 8.11, Table-6 (iii)(Lacing wire dia, mm)	-	0	-
Cl-5.5, 8.1, 8.2, 8.11, Table-6 (iv)(Polymer coating thickness, mm)	-	0	-
Cl-5.5, 8.1, 8.2, 8.11, Table-6 (v)(Typical size Length × Width)	-	0	-
Cl-5.5, 8.1, 8.2, 8.11, Table-6 (vi)(Tolerances in size of netting rolls)	-	0	-
Cl-6.2, 11.2, 12.2 (b), Table-7 (i)(Mesh wire dia,)	-	0	-
Cl-6.2, 11.2, 12.2 (b), Table-7 (ii)(Tensile Strength Parallel to twist,)	-	0	-
Cl-6.2, 11.2, 12.2 (b), Table-7 (iii)(Tensile Strength Perpendicular to twist, kN/m)	-	0	-
Cl-6.2, 11.2, 12.2 (b), Table-7 (iv)(Selvedge Strength, kN/m)	-	0	-
Cl-6.2, 11.2, 12.2 (b), Table-7 (v)(Punch Strength, kN)	-	0	-
Cl-6.2, 11.2, 12.2 (b), Table-7 (vi)(Panel to panel connection(lacing wire/ fasteners), kN/m)	-	0	-
Cl-13(Marking)	-	0	-
Cl-5(Material and Manufacture)	-	0	-
Cl-5.1.1(Class 1 double-twisted mesh)	-	0	-
Cl-5.1.2(Class 2 double-twisted mesh)	-	0	-
Cl-5.4.1(Galvanized Rings)	-	0	-
Cl-5.4.2(Stainless Steel Fasteners)	-	0	-
Cl-6.1(Tensile Strength)	-	0	-
Cl-6.2, Table-7 (i)(Mesh wire dia, mm)	-	0	-
Cl-6.2, Table-7 (ii)(Tensile Strength Parallel to twist, kN/m)	-	0	-
Cl-5.3(Lacing wire and stiffeners)	-	0	-
Cl-7.1.1(Mass of Zinc/Zinc Alloy Coating)	-	0	-
Cl-7.1.2(Adhesion of Zinc/Zinc Alloy Coating)	-	0	-
Cl-7.1.3(Ageing and Corrosion Resistance)	-	0	-
Cl-7.2 (a)(Specific gravity)	-	0	-
Cl-7.2 (b)(Tensile strength)	-	0	-
Cl-7.2 (c)(Hardness)	-	0	-
Cl-7.2 (d)(Resistance of polymer coating to sodium chloride solution)	-	0	-
Cl-7.2 (e)(Salt spray exposure)	-	0	-
Cl-7.2 (f)(Modulus of Elasticity)	-	0	-
Cl-7.2 (g)(Brittleness Temperature)	-	0	-
Cl-7.2 (h)(Resistance to UV rays)	-	0	-
Cl-8.12(Mesh Opening Tolerances)	-	0	-
Cl-9(Workmanship)	-	0	-
Cl-12.1(Tensile Strength of Wire Mesh Panel)	-	0	-
Cl-12.2(Punch Test)	-	0	-
Cl-12.3(Pull-Apart Resistance Test/Selvedge Strength Test/Panel to Panel Connection)	-	0	-
Cl-12.4(Metallic Coating Mass)	-	0	-
Cl-12.5(Polymer Coating Thickness)	-	0	-
Cl-12.6(Polymer Coating)	-	0	-
Cl-12.7.1(Abrasion Resistance Test)	-	0	-
Cl-12.7.2(Corrosion Spread Test)	-	0	-
Cl-5.5, 8.1, 8.2, 8.9, Table-1,2, 3, 4, 5, (i)(Mesh wire dia, mm)	-	0	-
Cl-5.5, 8.1, 8.2, 8.9, Table-1,2, 3, 4, 5, (ii)(Edge/Selvedge wire dia, mm)	-	0	-
Cl-5.5, 8.1, 8.2, 8.9, Table-1,2, 3, 4, 5, (iii)(Lacing wire dia, mm)	-	0	-
Cl-5.5, 8.1, 8.2, 8.9, Table-1,2, 3, 4, 5, (iv)(Polymer coating thickness,mm)	-	0	-
Cl-5.5, 8.1, 8.2, 8.9, Table-1,2, 3, 4, 5, (v)(Typical sizes Length ×Width × Height(m))	-	0	-
Cl-5.5, 8.1, 8.2, 8.9, Table-1,2, 3, 4, 5, (vi)(Tolerances in size of Units)	-	0	-
Cl-5.5, 8.1, 8.2, 8.11, Table-6 (i)(Mesh wire dia, mm)	-	0	-
Cl-5.5, 8.1, 8.2, 8.11, Table-6 (ii)(Edge/Selvedge wire dia, mm)	-	0	-
Cl-5.5, 8.1, 8.2, 8.11, Table-6 (iii)(Lacing wire dia, mm)	-	0	-
Cl-5.5, 8.1, 8.2, 8.11, Table-6 (iv)(Polymer coating thickness, mm)	-	0	-
Cl-5.5, 8.1, 8.2, 8.11, Table-6 (v)(Typical size Length × Width)	-	0	-
Cl-5.5, 8.1, 8.2, 8.11, Table-6 (vi)(Tolerances in size of netting rolls)	-	0	-
Cl-6.2, 11.2, 12.2 (b), Table-7 (i)(Mesh wire dia,)	-	0	-
Cl-6.2, 11.2, 12.2 (b), Table-7 (ii)(Tensile Strength Parallel to twist,)	-	0	-
Cl-6.2, 11.2, 12.2 (b), Table-7 (iii)(Tensile Strength Perpendicular to twist, kN/m)	-	0	-
Cl-6.2, 11.2, 12.2 (b), Table-7 (iv)(Selvedge Strength, kN/m)	-	0	-
Cl-6.2, 11.2, 12.2 (b), Table-7 (v)(Punch Strength, kN)	-	0	-
Cl-6.2, 11.2, 12.2 (b), Table-7 (vi)(Panel to panel connection(lacing wire/ fasteners), kN/m)	-	0	-
Cl-13(Marking)	-	0	-
Cl-5(Material and Manufacture)	-	0	-
Cl-5.1.1(Class 1 double-twisted mesh)	-	0	-
Cl-5.1.2(Class 2 double-twisted mesh)	-	0	-
Cl-5.4.1(Galvanized Rings)	-	0	-
Cl-5.4.2(Stainless Steel Fasteners)	-	0	-
Cl-6.1(Tensile Strength)	-	0	-
Cl-6.2, Table-7 (i)(Mesh wire dia, mm)	-	0	-
Cl-6.2, Table-7 (ii)(Tensile Strength Parallel to twist, kN/m)	-	0	-
Cl-5.3(Lacing wire and stiffeners)	-	0	-
Cl-7.1.1(Mass of Zinc/Zinc Alloy Coating)	-	0	-
Cl-7.1.2(Adhesion of Zinc/Zinc Alloy Coating)	-	0	-
Cl-7.1.3(Ageing and Corrosion Resistance)	-	0	-
Cl-7.2 (a)(Specific gravity)	-	0	-
Cl-7.2 (b)(Tensile strength)	-	0	-
Cl-7.2 (c)(Hardness)	-	0	-
Cl-7.2 (d)(Resistance of polymer coating to sodium chloride solution)	-	0	-
Cl-7.2 (e)(Salt spray exposure)	-	0	-
Cl-7.2 (f)(Modulus of Elasticity)	-	0	-
Cl-7.2 (g)(Brittleness Temperature)	-	0	-
Cl-7.2 (h)(Resistance to UV rays)	-	0	-
Cl-8.12(Mesh Opening Tolerances)	-	0	-
Cl-9(Workmanship)	-	0	-
Cl-12.1(Tensile Strength of Wire Mesh Panel)	-	0	-
Cl-12.2(Punch Test)	-	0	-
Cl-12.3(Pull-Apart Resistance Test/Selvedge Strength Test/Panel to Panel Connection)	-	0	-
Cl-12.4(Metallic Coating Mass)	-	0	-
Cl-12.5(Polymer Coating Thickness)	-	0	-
Cl-12.6(Polymer Coating)	-	0	-
Cl-12.7.1(Abrasion Resistance Test)	-	0	-
Cl-12.7.2(Corrosion Spread Test)	-	0	-
Cl-5.5, 8.1, 8.2, 8.9, Table-1,2, 3, 4, 5, (i)(Mesh wire dia, mm)	-	0	-
Cl-5.5, 8.1, 8.2, 8.9, Table-1,2, 3, 4, 5, (ii)(Edge/Selvedge wire dia, mm)	-	0	-
Cl-5.5, 8.1, 8.2, 8.9, Table-1,2, 3, 4, 5, (iii)(Lacing wire dia, mm)	-	0	-
Cl-5.5, 8.1, 8.2, 8.9, Table-1,2, 3, 4, 5, (iv)(Polymer coating thickness,mm)	-	0	-
Cl-5.5, 8.1, 8.2, 8.9, Table-1,2, 3, 4, 5, (v)(Typical sizes Length ×Width × Height(m))	-	0	-
Cl-5.5, 8.1, 8.2, 8.9, Table-1,2, 3, 4, 5, (vi)(Tolerances in size of Units)	-	0	-
Cl-5.5, 8.1, 8.2, 8.11, Table-6 (i)(Mesh wire dia, mm)	-	0	-
Cl-5.5, 8.1, 8.2, 8.11, Table-6 (ii)(Edge/Selvedge wire dia, mm)	-	0	-
Cl-5.5, 8.1, 8.2, 8.11, Table-6 (iii)(Lacing wire dia, mm)	-	0	-
Cl-5.5, 8.1, 8.2, 8.11, Table-6 (iv)(Polymer coating thickness, mm)	-	0	-
Cl-5.5, 8.1, 8.2, 8.11, Table-6 (v)(Typical size Length × Width)	-	0	-
Cl-5.5, 8.1, 8.2, 8.11, Table-6 (vi)(Tolerances in size of netting rolls)	-	0	-
Cl-6.2, 11.2, 12.2 (b), Table-7 (i)(Mesh wire dia,)	-	0	-
Cl-6.2, 11.2, 12.2 (b), Table-7 (ii)(Tensile Strength Parallel to twist,)	-	0	-
Cl-6.2, 11.2, 12.2 (b), Table-7 (iii)(Tensile Strength Perpendicular to twist, kN/m)	-	0	-
Cl-6.2, 11.2, 12.2 (b), Table-7 (iv)(Selvedge Strength, kN/m)	-	0	-
Cl-6.2, 11.2, 12.2 (b), Table-7 (v)(Punch Strength, kN)	-	0	-
Cl-6.2, 11.2, 12.2 (b), Table-7 (vi)(Panel to panel connection(lacing wire/ fasteners), kN/m)	-	0	-
Cl-13(Marking)	-	0	-

10 Mar, 2027

-
Included w.e.f. 30.01.2026

IS 17427 (2020)

Wooden ( Timber ) Pallets for Packaging, Storage and Transportation ” Specification

All Type

42500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4.1(CLASSIFICATION OF PALLETS)	-	500	-
6.1(Limitation of Timber Defects for Nonexpandable Pallet-Cross grains(Grade-1))	-	500	-
6.1(a)(Limitation of Timber Defects for Nonexpandable Pallet-Knots (size, location and number(Grade-1))	-	500	-
6.1(b)(Limitation of Timber Defects for Nonexpandable Pallet-Knots (size, location and number(Grade-1))	-	500	-
6.1(c)(Limitation of Timber Defects for Nonexpandable Pallet-Knots (size, location and number(Grade-1))	-	500	-
6.1(d)(Limitation of Timber Defects for Nonexpandable Pallet-Knots (size, location and number(Grade-1))	-	500	-
6.1(Limitation of Timber Defects for Nonexpandable Pallet-Checks(Grade-1))	-	0	-
6.1("Limitation of Timber Defects for Nonexpandable Pallet-Splits and shakes (sizes, location and number)(Grade-1)")	-	0	-
6.1(Limitation of Timber Defects for Nonexpandable Pallet-Warp(Grade-1))	-	0	-
6.1("Limitation of Timber Defects for Nonexpandable Pallet-Wane (size, location and number)(Grade-1)")	-	0	-
6.1(Limitation of Timber Defects for Nonexpandable Pallet-Decay(Grade-1))	-	0	-
6.1(Limitation of Timber Defects for Nonexpandable Pallet-Stain(Grade-1))	-	0	-
6.1(Limitation of Timber Defects for Nonexpandable Pallet-Moisture Containt(Grade-1))	-	0	-
6.1(Limitation of Timber Defects for Nonexpandable Pallet-Cross grains(Grade-2))	-	0	-
6.1(a)(Limitation of Timber Defects for Nonexpandable Pallet-Knots (size, location and number)(Grade-2))	-	0	-
6.1(b)(Limitation of Timber Defects for Nonexpandable Pallet-Knots (size, location and number)(Grade-2))	-	0	-
6.1(c)(Limitation of Timber Defects for Nonexpandable Pallet-Knots (size, location and number)(Grade-2))	-	0	-
6.1(d)(Limitation of Timber Defects for Nonexpandable Pallet-Knots (size, location and number)(Grade-2))	-	0	-
6.2(Limitation of Timber defects for Expandable pallets)	-	500	-
6.3(Limitation of Timber Defects for Nonexpandable Pallet-Checks(Grade-2))	-	500	-
6.3(Limitation of Timber Defects for Nonexpandable Pallet-Splits and shakes (sizes, location and number)(Grade-2))	-	0	-
6.3(Limitation of Timber Defects for Nonexpandable Pallet-Warp(Grade-2))	-	0	-
6.3("Limitation of Timber Defects for Nonexpandable Pallet-Wane (size, location and number)(Grade-2)")	-	0	-
6.3(Limitation of Timber Defects for Nonexpandable Pallet-Decay(Grade-2))	-	0	-
6.3(Limitation of Timber Defects for Nonexpandable Pallet-Stain(Grade-2))	-	0	-
6.3(Limitation of Timber defects for Expandable pallets-Dimensions of components)	-	0	-
6.3(Limitation of Timber defects for Expandable pallets-Surfacing)	-	500	-
6.3(Limitation of Timber defects for Expandable pallets-Skip dressing)	-	0	-
6.3(Limitation of Timber defects for Expandable pallets-Cross cutting)	-	0	-
6.3(Limitation of Timber defects for Expandable pallets-Deckboard spacing)	-	0	-
6.3("Limitation of Timber defects for Expandable pallets-Parallelism of deviation deck boards ")	-	0	-
6.3(Limitation of Timber defects for Expandable pallets-Fastener splits)	-	0	-
6.3(Limitation of Timber defects for Expandable pallets-Protruding fastener heads and points)	-	0	-
6.3(Limitation of Timber defects for Expandable pallets-Dimensions of assembled pallet)	-	0	-
6.4("Workmanship for Non-Expandable Wooden Palletsd-Defects-Dimensions of components(Grade 1)")	-	2000	-
6.4(Workmanship for Non-Expandable Wooden Palletsd-Defects-Surfacing (Grade 1))	-	0	-
6.4(Workmanship for Non-Expandable Wooden Palletsd-Defects-Skip dressing(Grade 1))	-	0	-
6.4(Workmanship for Non-Expandable Wooden Palletsd-Defects-Cross cutting(Grade 1))	-	0	-
6.4("Workmanship for Non-Expandable Wooden Palletsd-Defects-Deckboard spacing(Grade 1)")	-	0	-
6.4("Workmanship for Non-Expandable Wooden Palletsd-Defects-Parallelism of deckboards(Grade 1)")	-	0	-
6.4("Workmanship for Non-Expandable Wooden Palletsd-Defects-Dimensions of components(Grade 2)")	-	0	-
6.4(Workmanship for Non-Expandable Wooden Palletsd-Defects-Surfacing (Grade 2))	-	0	-
6.4(Workmanship for Non-Expandable Wooden Palletsd-Defects-Surfacing (Grade 2))	-	0	-
6.4(Workmanship for Non-Expandable Wooden Palletsd-Defects-Skip dressing(Grade 2))	-	0	-
6.4(Workmanship for Non-Expandable Wooden Palletsd-Defects-Cross cutting(Grade 2))	-	0	-
6.4("Workmanship for Non-Expandable Wooden Palletsd-Defects-Deckboard spacing(Grade 2)")	-	0	-
6.4("Workmanship for Non-Expandable Wooden Palletsd-Defects-Parallelism of deckboards(Grade 2)")	-	0	-
8(FASTENERS)	-	1000	-
8(FASTENERS)	-	0	-
8(FASTENERS)	-	0	-
8(FASTENERS)	-	0	-
8(FASTENERS)	-	0	-
8(FASTENERS)	-	0	-
8(FASTENERS)	-	0	-
9.1(Number of driven fasteners-Deckbord (width< 130))	-	1000	-
9.1(Number of driven fasteners-Deckbord (width 313 to 175))	-	0	-
9.1(Number of driven fasteners-Deckbord (width 176 to 200))	-	0	-
9.1(Number of driven fasteners-Comer block)	-	0	-
9.1(Number of driven fasteners-Interior block)	-	0	-
9.2(Fastener Placement)	-	1000	-
9.2(Fastener Placement)	-	0	-
9.2(Fastener Placement)	-	0	-
9.2(Fastener Placement)	-	0	-
9.2(Fastener Placement)	-	0	-
9.2(Fastener Placement)	-	0	-
9.3(Clinching Points of Driven Fasteners)	-	1000	-
9.4(Fasteners-caused Splits)	-	1000	-
9.5(Protruding Fasteners)	-	1000	-
9.5(Protruding Fasteners)	-	0	-
9.5(Protruding Fasteners)	-	0	-
9.5(Protruding Fasteners)	-	0	-
10(DIMENSIONS OF PALLETS-Length)	-	500	-
10(DIMENSIONS OF PALLETS-Width)	-	500	-
10(DIMENSIONS OF PALLETS-Height)	-	500	-
10.1(Dimensions of Wings(1200 ×1800 mm pallet))	-	500	-
10.1(Dimensions of Wings (other size of pallets))	-	500	-
10.2(Height of the Pallet and Height of Loaded Pallet)	-	500	-
10.2(Height of the Pallet and Height of Loaded Pallet)	-	0	-
10.3(Height of Pallet with Cargo Loading)	-	0	-
10.3(Height of Pallet with Cargo Loading)	-	500	-
10.1.1(CONSTRUCTION AND DESIGN OF PALLETS-Single-deck Pallet (Recommended for Dunnage))	-	500	-
10.1.2(CONSTRUCTION AND DESIGN OF PALLETS-Double-deck Pallet)	-	0	-
10.1.3(CONSTRUCTION AND DESIGN OF PALLETS-Reversible Pallet)	-	0	-
10.1.4(CONSTRUCTION AND DESIGN OF PALLETS-Non-reversible Pallet)	-	0	-
10.1.5(CONSTRUCTION AND DESIGN OF PALLETS-Two-way Pallet)	-	0	-
10.1.6(CONSTRUCTION AND DESIGN OF PALLETS-Four-way Pallet)	-	0	-
10.1.7(CONSTRUCTION AND DESIGN OF PALLETS-Overlap pallet)	-	0	-
10.1.8(CONSTRUCTION AND DESIGN OF PALLETS-Wing)	-	0	-
10.1.9(CONSTRUCTION AND DESIGN OF PALLETS- Notched Stringer Pallet)	-	0	-
10.1.10("CONSTRUCTION AND DESIGN OF PALLETS-Perimeter-base Pallet ")	-	0	-
13(1)(Stacking test (Static load)-Stacking)	-	5000	-
13(2)-a(Bending test (Stiffness Flexural strength)-Racking)	-	3000	-
13(2)-b(Bending test (Stiffness Flexural strength)-Racking)	-	0	-
13(3)(Bottom deck test (Stiffness and Flexural strength of the bottom deck boards between support points)-Racking)	-	2500	-
13(4)(Inclined impact plane test(Shear test)-Distortion resistance)	-	2000	-
13(5)-a(Incline plane test (Leading edge impact test)-Resistance to fork arm)	-	3000	-
13(5)-b(Incline plane test (Leading edge impact test)-Resistance to fork arm)	-	0	-
13(6)(Incline plane test (Block impact test)-Resistance to fork tip)	-	0	-
13(7)(Corner drop test-Resistance to Impact)	-	2500	-
13(8)(Compression test-Any activity that compresses blocks or stringers including stacking)	-	5000	-
13(9)(Fork Lifting test-Lifting with forklift and pallet trucks.)	-	3000	-
4.1(CLASSIFICATION OF PALLETS)	-	0	-
6.1(Limitation of Timber Defects for Nonexpandable Pallet-Cross grains(Grade-1))	-	0	-
6.1(a)(Limitation of Timber Defects for Nonexpandable Pallet-Knots (size, location and number(Grade-1))	-	0	-
6.1(b)(Limitation of Timber Defects for Nonexpandable Pallet-Knots (size, location and number(Grade-1))	-	0	-
6.1(c)(Limitation of Timber Defects for Nonexpandable Pallet-Knots (size, location and number(Grade-1))	-	0	-
6.1(d)(Limitation of Timber Defects for Nonexpandable Pallet-Knots (size, location and number(Grade-1))	-	0	-
6.1(Limitation of Timber Defects for Nonexpandable Pallet-Checks(Grade-1))	-	0	-
6.1("Limitation of Timber Defects for Nonexpandable Pallet-Splits and shakes (sizes, location and number)(Grade-1)")	-	0	-
6.1(Limitation of Timber Defects for Nonexpandable Pallet-Warp(Grade-1))	-	0	-
6.1("Limitation of Timber Defects for Nonexpandable Pallet-Wane (size, location and number)(Grade-1)")	-	0	-
6.1(Limitation of Timber Defects for Nonexpandable Pallet-Decay(Grade-1))	-	0	-
6.1(Limitation of Timber Defects for Nonexpandable Pallet-Stain(Grade-1))	-	0	-
6.1(Limitation of Timber Defects for Nonexpandable Pallet-Moisture Containt(Grade-1))	-	0	-
6.1(Limitation of Timber Defects for Nonexpandable Pallet-Cross grains(Grade-2))	-	0	-
6.1(a)(Limitation of Timber Defects for Nonexpandable Pallet-Knots (size, location and number)(Grade-2))	-	0	-
6.1(b)(Limitation of Timber Defects for Nonexpandable Pallet-Knots (size, location and number)(Grade-2))	-	0	-
6.1(c)(Limitation of Timber Defects for Nonexpandable Pallet-Knots (size, location and number)(Grade-2))	-	0	-
6.1(d)(Limitation of Timber Defects for Nonexpandable Pallet-Knots (size, location and number)(Grade-2))	-	0	-
6.2(Limitation of Timber defects for Expandable pallets)	-	0	-
6.3(Limitation of Timber Defects for Nonexpandable Pallet-Checks(Grade-2))	-	0	-
6.3(Limitation of Timber Defects for Nonexpandable Pallet-Splits and shakes (sizes, location and number)(Grade-2))	-	0	-
6.3(Limitation of Timber Defects for Nonexpandable Pallet-Warp(Grade-2))	-	0	-
6.3("Limitation of Timber Defects for Nonexpandable Pallet-Wane (size, location and number)(Grade-2)")	-	0	-
6.3(Limitation of Timber Defects for Nonexpandable Pallet-Decay(Grade-2))	-	0	-
6.3(Limitation of Timber Defects for Nonexpandable Pallet-Stain(Grade-2))	-	0	-
6.3(Limitation of Timber defects for Expandable pallets-Dimensions of components)	-	0	-
6.3(Limitation of Timber defects for Expandable pallets-Surfacing)	-	0	-
6.3(Limitation of Timber defects for Expandable pallets-Skip dressing)	-	0	-
6.3(Limitation of Timber defects for Expandable pallets-Cross cutting)	-	0	-
6.3(Limitation of Timber defects for Expandable pallets-Deckboard spacing)	-	0	-
6.3("Limitation of Timber defects for Expandable pallets-Parallelism of deviation deck boards ")	-	0	-
6.3(Limitation of Timber defects for Expandable pallets-Fastener splits)	-	0	-
6.3(Limitation of Timber defects for Expandable pallets-Protruding fastener heads and points)	-	0	-
6.3(Limitation of Timber defects for Expandable pallets-Dimensions of assembled pallet)	-	0	-
6.4("Workmanship for Non-Expandable Wooden Palletsd-Defects-Dimensions of components(Grade 1)")	-	0	-
6.4(Workmanship for Non-Expandable Wooden Palletsd-Defects-Surfacing (Grade 1))	-	0	-
6.4(Workmanship for Non-Expandable Wooden Palletsd-Defects-Skip dressing(Grade 1))	-	0	-
6.4(Workmanship for Non-Expandable Wooden Palletsd-Defects-Cross cutting(Grade 1))	-	0	-
6.4("Workmanship for Non-Expandable Wooden Palletsd-Defects-Deckboard spacing(Grade 1)")	-	0	-
6.4("Workmanship for Non-Expandable Wooden Palletsd-Defects-Parallelism of deckboards(Grade 1)")	-	0	-
6.4("Workmanship for Non-Expandable Wooden Palletsd-Defects-Dimensions of components(Grade 2)")	-	0	-
6.4(Workmanship for Non-Expandable Wooden Palletsd-Defects-Surfacing (Grade 2))	-	0	-
6.4(Workmanship for Non-Expandable Wooden Palletsd-Defects-Surfacing (Grade 2))	-	0	-
6.4(Workmanship for Non-Expandable Wooden Palletsd-Defects-Skip dressing(Grade 2))	-	0	-
6.4(Workmanship for Non-Expandable Wooden Palletsd-Defects-Cross cutting(Grade 2))	-	0	-
6.4("Workmanship for Non-Expandable Wooden Palletsd-Defects-Deckboard spacing(Grade 2)")	-	0	-
6.4("Workmanship for Non-Expandable Wooden Palletsd-Defects-Parallelism of deckboards(Grade 2)")	-	0	-
8(FASTENERS)	-	0	-
8(FASTENERS)	-	0	-
8(FASTENERS)	-	0	-
8(FASTENERS)	-	0	-
8(FASTENERS)	-	0	-
8(FASTENERS)	-	0	-
8(FASTENERS)	-	0	-
9.1(Number of driven fasteners-Deckbord (width< 130))	-	0	-
9.1(Number of driven fasteners-Deckbord (width 313 to 175))	-	0	-
9.1(Number of driven fasteners-Deckbord (width 176 to 200))	-	0	-
9.1(Number of driven fasteners-Comer block)	-	0	-
9.1(Number of driven fasteners-Interior block)	-	0	-
9.2(Fastener Placement)	-	0	-
9.2(Fastener Placement)	-	0	-
9.2(Fastener Placement)	-	0	-
9.2(Fastener Placement)	-	0	-
9.2(Fastener Placement)	-	0	-
9.2(Fastener Placement)	-	0	-
9.3(Clinching Points of Driven Fasteners)	-	0	-
9.4(Fasteners-caused Splits)	-	0	-
9.5(Protruding Fasteners)	-	0	-
9.5(Protruding Fasteners)	-	0	-
9.5(Protruding Fasteners)	-	0	-
9.5(Protruding Fasteners)	-	0	-
10(DIMENSIONS OF PALLETS-Length)	-	0	-
10(DIMENSIONS OF PALLETS-Width)	-	0	-
10(DIMENSIONS OF PALLETS-Height)	-	0	-
10.1(Dimensions of Wings(1200 ×1800 mm pallet))	-	0	-
10.1(Dimensions of Wings (other size of pallets))	-	0	-
10.2(Height of the Pallet and Height of Loaded Pallet)	-	0	-
10.2(Height of the Pallet and Height of Loaded Pallet)	-	0	-
10.3(Height of Pallet with Cargo Loading)	-	0	-
10.3(Height of Pallet with Cargo Loading)	-	0	-
10.1.1(CONSTRUCTION AND DESIGN OF PALLETS-Single-deck Pallet (Recommended for Dunnage))	-	0	-
10.1.2(CONSTRUCTION AND DESIGN OF PALLETS-Double-deck Pallet)	-	0	-
10.1.3(CONSTRUCTION AND DESIGN OF PALLETS-Reversible Pallet)	-	0	-
10.1.4(CONSTRUCTION AND DESIGN OF PALLETS-Non-reversible Pallet)	-	0	-
10.1.5(CONSTRUCTION AND DESIGN OF PALLETS-Two-way Pallet)	-	0	-
10.1.6(CONSTRUCTION AND DESIGN OF PALLETS-Four-way Pallet)	-	0	-
10.1.7(CONSTRUCTION AND DESIGN OF PALLETS-Overlap pallet)	-	0	-
10.1.8(CONSTRUCTION AND DESIGN OF PALLETS-Wing)	-	0	-
10.1.9(CONSTRUCTION AND DESIGN OF PALLETS- Notched Stringer Pallet)	-	0	-
10.1.10("CONSTRUCTION AND DESIGN OF PALLETS-Perimeter-base Pallet ")	-	0	-
13(1)(Stacking test (Static load)-Stacking)	-	0	-
13(2)-a(Bending test (Stiffness Flexural strength)-Racking)	-	0	-
13(2)-b(Bending test (Stiffness Flexural strength)-Racking)	-	0	-
13(3)(Bottom deck test (Stiffness and Flexural strength of the bottom deck boards between support points)-Racking)	-	0	-
13(4)(Inclined impact plane test(Shear test)-Distortion resistance)	-	0	-
13(5)-a(Incline plane test (Leading edge impact test)-Resistance to fork arm)	-	0	-
13(5)-b(Incline plane test (Leading edge impact test)-Resistance to fork arm)	-	0	-
13(6)(Incline plane test (Block impact test)-Resistance to fork tip)	-	0	-
13(7)(Corner drop test-Resistance to Impact)	-	0	-
13(8)(Compression test-Any activity that compresses blocks or stringers including stacking)	-	0	-
13(9)(Fork Lifting test-Lifting with forklift and pallet trucks.)	-	0	-
4.1(CLASSIFICATION OF PALLETS)	-	0	-
6.1(Limitation of Timber Defects for Nonexpandable Pallet-Cross grains(Grade-1))	-	0	-
6.1(a)(Limitation of Timber Defects for Nonexpandable Pallet-Knots (size, location and number(Grade-1))	-	0	-
6.1(b)(Limitation of Timber Defects for Nonexpandable Pallet-Knots (size, location and number(Grade-1))	-	0	-
6.1(c)(Limitation of Timber Defects for Nonexpandable Pallet-Knots (size, location and number(Grade-1))	-	0	-
6.1(d)(Limitation of Timber Defects for Nonexpandable Pallet-Knots (size, location and number(Grade-1))	-	0	-
6.1(Limitation of Timber Defects for Nonexpandable Pallet-Checks(Grade-1))	-	0	-
6.1("Limitation of Timber Defects for Nonexpandable Pallet-Splits and shakes (sizes, location and number)(Grade-1)")	-	0	-
6.1(Limitation of Timber Defects for Nonexpandable Pallet-Warp(Grade-1))	-	0	-
6.1("Limitation of Timber Defects for Nonexpandable Pallet-Wane (size, location and number)(Grade-1)")	-	0	-
6.1(Limitation of Timber Defects for Nonexpandable Pallet-Decay(Grade-1))	-	0	-
6.1(Limitation of Timber Defects for Nonexpandable Pallet-Stain(Grade-1))	-	0	-
6.1(Limitation of Timber Defects for Nonexpandable Pallet-Moisture Containt(Grade-1))	-	0	-
6.1(Limitation of Timber Defects for Nonexpandable Pallet-Cross grains(Grade-2))	-	0	-
6.1(a)(Limitation of Timber Defects for Nonexpandable Pallet-Knots (size, location and number)(Grade-2))	-	0	-
6.1(b)(Limitation of Timber Defects for Nonexpandable Pallet-Knots (size, location and number)(Grade-2))	-	0	-
6.1(c)(Limitation of Timber Defects for Nonexpandable Pallet-Knots (size, location and number)(Grade-2))	-	0	-
6.1(d)(Limitation of Timber Defects for Nonexpandable Pallet-Knots (size, location and number)(Grade-2))	-	0	-
6.2(Limitation of Timber defects for Expandable pallets)	-	0	-
6.3(Limitation of Timber Defects for Nonexpandable Pallet-Checks(Grade-2))	-	0	-
6.3(Limitation of Timber Defects for Nonexpandable Pallet-Splits and shakes (sizes, location and number)(Grade-2))	-	0	-
6.3(Limitation of Timber Defects for Nonexpandable Pallet-Warp(Grade-2))	-	0	-
6.3("Limitation of Timber Defects for Nonexpandable Pallet-Wane (size, location and number)(Grade-2)")	-	0	-
6.3(Limitation of Timber Defects for Nonexpandable Pallet-Decay(Grade-2))	-	0	-
6.3(Limitation of Timber Defects for Nonexpandable Pallet-Stain(Grade-2))	-	0	-
6.3(Limitation of Timber defects for Expandable pallets-Dimensions of components)	-	0	-
6.3(Limitation of Timber defects for Expandable pallets-Surfacing)	-	0	-
6.3(Limitation of Timber defects for Expandable pallets-Skip dressing)	-	0	-
6.3(Limitation of Timber defects for Expandable pallets-Cross cutting)	-	0	-
6.3(Limitation of Timber defects for Expandable pallets-Deckboard spacing)	-	0	-
6.3("Limitation of Timber defects for Expandable pallets-Parallelism of deviation deck boards ")	-	0	-
6.3(Limitation of Timber defects for Expandable pallets-Fastener splits)	-	0	-
6.3(Limitation of Timber defects for Expandable pallets-Protruding fastener heads and points)	-	0	-
6.3(Limitation of Timber defects for Expandable pallets-Dimensions of assembled pallet)	-	0	-
6.4("Workmanship for Non-Expandable Wooden Palletsd-Defects-Dimensions of components(Grade 1)")	-	0	-
6.4(Workmanship for Non-Expandable Wooden Palletsd-Defects-Surfacing (Grade 1))	-	0	-
6.4(Workmanship for Non-Expandable Wooden Palletsd-Defects-Skip dressing(Grade 1))	-	0	-
6.4(Workmanship for Non-Expandable Wooden Palletsd-Defects-Cross cutting(Grade 1))	-	0	-
6.4("Workmanship for Non-Expandable Wooden Palletsd-Defects-Deckboard spacing(Grade 1)")	-	0	-
6.4("Workmanship for Non-Expandable Wooden Palletsd-Defects-Parallelism of deckboards(Grade 1)")	-	0	-
6.4("Workmanship for Non-Expandable Wooden Palletsd-Defects-Dimensions of components(Grade 2)")	-	0	-
6.4(Workmanship for Non-Expandable Wooden Palletsd-Defects-Surfacing (Grade 2))	-	0	-
6.4(Workmanship for Non-Expandable Wooden Palletsd-Defects-Surfacing (Grade 2))	-	0	-
6.4(Workmanship for Non-Expandable Wooden Palletsd-Defects-Skip dressing(Grade 2))	-	0	-
6.4(Workmanship for Non-Expandable Wooden Palletsd-Defects-Cross cutting(Grade 2))	-	0	-
6.4("Workmanship for Non-Expandable Wooden Palletsd-Defects-Deckboard spacing(Grade 2)")	-	0	-
6.4("Workmanship for Non-Expandable Wooden Palletsd-Defects-Parallelism of deckboards(Grade 2)")	-	0	-
8(FASTENERS)	-	0	-
8(FASTENERS)	-	0	-
8(FASTENERS)	-	0	-
8(FASTENERS)	-	0	-
8(FASTENERS)	-	0	-
8(FASTENERS)	-	0	-
8(FASTENERS)	-	0	-
9.1(Number of driven fasteners-Deckbord (width< 130))	-	0	-
9.1(Number of driven fasteners-Deckbord (width 313 to 175))	-	0	-
9.1(Number of driven fasteners-Deckbord (width 176 to 200))	-	0	-
9.1(Number of driven fasteners-Comer block)	-	0	-
9.1(Number of driven fasteners-Interior block)	-	0	-
9.2(Fastener Placement)	-	0	-
9.2(Fastener Placement)	-	0	-
9.2(Fastener Placement)	-	0	-
9.2(Fastener Placement)	-	0	-
9.2(Fastener Placement)	-	0	-
9.2(Fastener Placement)	-	0	-
9.3(Clinching Points of Driven Fasteners)	-	0	-
9.4(Fasteners-caused Splits)	-	0	-
9.5(Protruding Fasteners)	-	0	-
9.5(Protruding Fasteners)	-	0	-
9.5(Protruding Fasteners)	-	0	-
9.5(Protruding Fasteners)	-	0	-
10(DIMENSIONS OF PALLETS-Length)	-	0	-
10(DIMENSIONS OF PALLETS-Width)	-	0	-
10(DIMENSIONS OF PALLETS-Height)	-	0	-
10.1(Dimensions of Wings(1200 ×1800 mm pallet))	-	0	-
10.1(Dimensions of Wings (other size of pallets))	-	0	-
10.2(Height of the Pallet and Height of Loaded Pallet)	-	0	-
10.2(Height of the Pallet and Height of Loaded Pallet)	-	0	-
10.3(Height of Pallet with Cargo Loading)	-	0	-
10.3(Height of Pallet with Cargo Loading)	-	0	-
10.1.1(CONSTRUCTION AND DESIGN OF PALLETS-Single-deck Pallet (Recommended for Dunnage))	-	0	-
10.1.2(CONSTRUCTION AND DESIGN OF PALLETS-Double-deck Pallet)	-	0	-
10.1.3(CONSTRUCTION AND DESIGN OF PALLETS-Reversible Pallet)	-	0	-
10.1.4(CONSTRUCTION AND DESIGN OF PALLETS-Non-reversible Pallet)	-	0	-
10.1.5(CONSTRUCTION AND DESIGN OF PALLETS-Two-way Pallet)	-	0	-
10.1.6(CONSTRUCTION AND DESIGN OF PALLETS-Four-way Pallet)	-	0	-
10.1.7(CONSTRUCTION AND DESIGN OF PALLETS-Overlap pallet)	-	0	-
10.1.8(CONSTRUCTION AND DESIGN OF PALLETS-Wing)	-	0	-
10.1.9(CONSTRUCTION AND DESIGN OF PALLETS- Notched Stringer Pallet)	-	0	-
10.1.10("CONSTRUCTION AND DESIGN OF PALLETS-Perimeter-base Pallet ")	-	0	-
13(1)(Stacking test (Static load)-Stacking)	-	0	-
13(2)-a(Bending test (Stiffness Flexural strength)-Racking)	-	0	-
13(2)-b(Bending test (Stiffness Flexural strength)-Racking)	-	0	-
13(3)(Bottom deck test (Stiffness and Flexural strength of the bottom deck boards between support points)-Racking)	-	0	-
13(4)(Inclined impact plane test(Shear test)-Distortion resistance)	-	0	-
13(5)-a(Incline plane test (Leading edge impact test)-Resistance to fork arm)	-	0	-
13(5)-b(Incline plane test (Leading edge impact test)-Resistance to fork arm)	-	0	-
13(6)(Incline plane test (Block impact test)-Resistance to fork tip)	-	0	-
13(7)(Corner drop test-Resistance to Impact)	-	0	-
13(8)(Compression test-Any activity that compresses blocks or stringers including stacking)	-	0	-
13(9)(Fork Lifting test-Lifting with forklift and pallet trucks.)	-	0	-

10 Mar, 2027

-
Included w.e.f 14.01.2026

IS 4021 (1995)

Timber door, window and ventilator frames - specification

17000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Clause 4.1.1(Indian timbers)	-	1000	-
Clause 4.1.2(Moisture Content)	-	2000	-
Clause 4.1.3(Seasoning and Treatment)	-	2000	-
Clause 4.1.5(Defects Permitted)	-	1000	-
Clause 5(CONSTRUCTION AND WORKMANSHIP)	-	2000	-
Clause 6.1(Dimensions of Frames and Tolerances)	-	2000	-
Clause 6.2(Sizes and Types)	-	2000	-
Clause 6.3(Deslgn.tlon)	-	1000	-
Clause 8.2(unexposed surfaces)	-	1500	-
Clause 8.3(surfacesof door)	-	1500	-
Clause 9(SAMPLING)	-	500	-
Clause 10(Marking)	-	500	-
Clause 4.1.1(Indian timbers)	-	0	-
Clause 4.1.2(Moisture Content)	-	0	-
Clause 4.1.3(Seasoning and Treatment)	-	0	-
Clause 4.1.5(Defects Permitted)	-	0	-
Clause 5(CONSTRUCTION AND WORKMANSHIP)	-	0	-
Clause 6.1(Dimensions of Frames and Tolerances)	-	0	-
Clause 6.2(Sizes and Types)	-	0	-
Clause 6.3(Deslgn.tlon)	-	0	-
Clause 8.2(unexposed surfaces)	-	0	-
Clause 8.3(surfacesof door)	-	0	-
Clause 9(SAMPLING)	-	0	-
Clause 10(Marking)	-	0	-
Clause 4.1.1(Indian timbers)	-	0	-
Clause 4.1.2(Moisture Content)	-	0	-
Clause 4.1.3(Seasoning and Treatment)	-	0	-
Clause 4.1.5(Defects Permitted)	-	0	-
Clause 5(CONSTRUCTION AND WORKMANSHIP)	-	0	-
Clause 6.1(Dimensions of Frames and Tolerances)	-	0	-
Clause 6.2(Sizes and Types)	-	0	-
Clause 6.3(Deslgn.tlon)	-	0	-
Clause 8.2(unexposed surfaces)	-	0	-
Clause 8.3(surfacesof door)	-	0	-
Clause 9(SAMPLING)	-	0	-
Clause 10(Marking)	-	0	-

10 Mar, 2027

-
Included w.e.f 31.12.2025

IS 3319 (1995)

Blades, surgical, detachable (Bard Parker Type) and handles - Specification (Fourth Revision)

9900 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5,5.1 & 5.2; Table 1(Shape and dimensions)	-	500	-
6,6.1(Workmanship and Finish)	-	500	-
6,6.2(Workmanship and Finish)	-	0	-
6,6.3(Workmanship and Finish)	-	0	-
6,6.4(Workmanship and Finish)	-	0	-
7.1(Hardness test)	-	1500	-
8,8.1(Sterilization)	-	2500	-
8.2(Sterilization)	-	0	-
8.3( Sterilization)	-	0	-
9.1( Visual Examination)	-	500	-
9.2( Performance Test)	-	1000	-
10.1.1( Marking on Blade)	-	0	-
10.1.2(Packages of Non-sterile Blades)	-	0	-
10.1.3,10.1.3.1(Packages of sterile Blades,Unit containers for sterile Blades)	-	0	-
10.1.3,10.1.3.2(Packages of sterile Blades , Outer containers for sterile blade)	-	0	-
10.2( Handles)	-	0	-
10.2.2( Packages of Handles)	-	0	-
11,11.1,11.1.1( Packages of Non-sterile Blades ; Unit container)	-	0	-
11,11.1,11.1.2( Packages of Non-sterile Blades ; Outer container)	-	0	-
11.2,11.2.1(Packages of Sterile Blades)	-	0	-
11.2,11.2.2( Packages of Sterile Blades ; Unit container)	-	0	-
11.2,11.2.3( Packages of sterile Blades ; Outer container)	-	0	-
11.4(Packaging of Handles)	-	0	-
Clause -4, 4.1(TITANIUM)	-	300	-
Clause -4, 4.1(VANADIUM)	-	300	-
Clause -4, 4.1(NIOBIUM)	-	300	-
Clause -4, 4.1(Molybdenum)	-	300	-
Clause -4, 4.1(Chromium)	-	500	-
Clause -4, 4.1(Nickel)	-	300	-
Clause -4, 4.1( ALUMINIUM)	-	300	-
Clause -4, 4.1(SILICON)	-	300	-
Clause -4, 4.1(NITROGEN)	-	300	-
Clause -4, 4.1(MANGANESE)	-	300	-
Clause -4, 4.1(PHOSPHURS)	-	300	-
Clause -4, 4.1(SULPHUR)	-	300	-
Clause -4, 4.1( CARBON)	-	300	-

10 Mar, 2027

-
Included w.e.f. 29.12.2025

IS 17371 (2020)

Geosynthetics – Geogrids for flexible pavements – Specification

All

221000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
1("Ultimate tensile strength, (MD × CD)- IS 16635 30/30 40/40 50/50 60/60 80/80 100/100")	-	6000	-
1("Tensile strength at 2 percent strain, (MD × CD- IS 16635 20/20 30/30 40/40")	-	6000	-
1("Tensile strength at 5 percent strain, (MD × CD- IS 16635 20/20 30/30 40/40")	-	6000	-
1(UV resistance, strength retained after 500 h exposure- IS 13162 (part 2))	-	60000	-
1(Chemical resistance, strength retained after 72 h immersion- IS 17363)	-	30000	-
2("Ultimate tensile strength, (MD × CD)- IS 16635 20/20 30/30 40/40")	-	0	-
2("Tensile strength at 2 percent strain, (MD × CD- IS 16635 20/20 30/30 40/40")	-	0	-
2("Tensile strength at 5 percent strain, (MD × CD- IS 16635 20/20 30/30 40/40")	-	0	-
2(UV resistance, strength retained after 500 h exposure- IS 13162 (part 2))	-	0	-
2(Chemical resistance, strength retained after 72 h immersion- IS 17363)	-	0	-
2("Junction strength- IS 17371 AnnexB 20/20 30/30 40/40")	-	8000	-
Clause No. 4.1(Geogrid Raw Materials)	-	30000	-
Clause No. 4.1(Carbon Black content of Geogrid)	-	2000	-
Clause No. 4.4(PET Geogrid weight)	-	2500	-
Clause No. 4.4(PET Geogrid carboxyl end group content)	-	2500	-
Clause No. 4.5(Identification of Geogrid)	-	2000	-
Clause No. 5.2, Table No. 1 (ii)(Tensile strength at 2 percent strain, (MD × CD) kN/m of PET Geogrids)	-	0	-
Clause No. 5.2, Table No. 1 (iii)(Tensile strength at 5 percent strain, (MD × CD) kN/m of PET Geogrids)	-	0	-
Clause No. 5.2, table No. 1 (iv)(UV resistance, strength retained after 500 h exposure of PET Geogrids)	-	0	-
Clause No. 5.2, Table No. 1 (v)(Chemical resistance, strength retained after 72 h immersion of PET Geogrids)	-	0	-
Clause No. 5.2, table No. 1 (vi)(Width of PET Geogrids)	-	1000	-
Clause No. 5.2, Table No. 1 (vii)(Roll length of PET Geogrids)	-	2000	-
Clause No. 5.2, Table No. 2 (i)(Ultimate tensile strength, (MD × CD) kN/m of PP Geogrids)	-	0	-
Clause No. 5.2, Table No. 2 (ii)(Tensile strength at 2 percent strain, (MD × CD) kN/m of PP Geogrids)	-	0	-
Clause No. 5.2, Table No. 2 (iii)(Tensile strength at 5 percent strain, (MD × CD) kN/m of PP Geogrids)	-	0	-
Clause No. 5.2, Table No. 2 (v)(Chemical resistance, strength retained after 72 h immersion of PP Geogrids)	-	0	-
Clause No. 5.2, Table No. 2 (vi)(Junction strength, percent strength of original strength)	-	0	-
Clause No. 5.2, table No. 2 (vii)(Width of PP Geogrids)	-	0	-
Clause No. 5.2, Table No. 2 (viii)(Roll length of PP Geogrids)	-	0	-
4.1(MATERIALS - Geogrid materials shall be inert to all chemicals naturally found in commonly encountered soils not containing adverse solvents and at ambient temperatures)	-	0	-
4.2(MATERIALS - Geogrids shall be rendered resistant to UV. Rigid geogrids shall have minimum 2 percent (mass/mass) of carbon black content)	-	0	-
4.3(MATERIALS - The geogrid shall be resistant to commonly encountered chemicals and microorganisms (rot and mildew) normally found in soils and shall be stabilized against short term exposure to solar radiation)	-	0	-
4.4(MATERIALS - PET geogrids, it shall have average molecular weight more than or equal to 25,000 g/mol)	-	0	-
4.5(MATERIALS - Identification of Geogrid)	-	0	-
5.1(REQUIREMENTS FOR GEOGRIDS -Geogrids shall be dimensionally stable and able to retain their geometry under manufacture, transport, and installation)	-	0	-
5.2- Table 1- i)(REQUIREMENTS FOR PET GEOGRIDS - Ultimate tensile strength, (MD × CD) kN/m)	-	2000	-
5.2- Table 1- ii)(REQUIREMENTS FOR PET GEOGRIDS - Tensile strength at 2 percent strain, (MD × CD) kN/m,)	-	1000	-
5.2- Table 1- iii)(REQUIREMENTS FOR PET GEOGRIDS - Tensile strength at 5 percent strain, (MD × CD) kN/m,)	-	1000	-
5.2- Table 1- iv)(REQUIREMENTS FOR PET GEOGRIDS - UV resistance, strength retained after 500 h exposure)	-	30000	-
5.2- Table 1- v)(REQUIREMENTS FOR GEOGRIDS - Chemical resistance, strength retained after 72 h immersion)	-	25000	-
5.2- Table 1- vi)(REQUIREMENTS FOR PET GEOGRIDS - Width)	-	500	-
5.2- Table 1- vii)(REQUIREMENTS FOR PET GEOGRIDS - Roll length)	-	500	-
5.2- Table 2- i)(REQUIREMENTS FOR PP GEOGRIDS - Ultimate tensile strength, (MD × CD) kN/m)	-	0	-
5.2- Table 2- ii)(REQUIREMENTS FOR PP GEOGRIDS - Tensile strength at 2 percent strain, (MD × CD) kN/m)	-	0	-
5.2- Table 2- iii)(REQUIREMENTS FOR PP GEOGRIDS - Tensile strength at 5 percent strain, (MD × CD) kN/m,)	-	0	-
5.2- Table 2- iv)(REQUIREMENTS FOR PP GEOGRIDS - UV resistance, strength retained after 500 h exposure)	-	0	-
5.2- Table 2- v)(REQUIREMENTS FOR PP GEOGRIDS - Chemical resistance, strength retained after 72 h immersion)	-	0	-
5.2- Table 2- vi)(REQUIREMENTS FOR PP GEOGRIDS - Junction strength, percent strength of original strength)	-	0	-
5.2- Table 2- vii)(REQUIREMENTS FOR PP GEOGRIDS - Width)	-	0	-
5.2- Table 2- vIii)(REQUIREMENTS FOR PET GEOGRIDS - Roll length)	-	0	-
6(MARKING AND LABELLING)	-	1000	-
7(PACKING - minimum thickness of packing film)	-	1000	-
8.1(IDENTIFICATION, DELIVERY, STORAGE AND HANDLING)	-	1000	-
Clause No. 5.2, table No. 2 (iv)(UV resistance, strength retained after 500 h exposure of PP Geogrids)	-	0	-
1("Ultimate tensile strength, (MD × CD)- IS 16635 30/30 40/40 50/50 60/60 80/80 100/100")	-	0	-
1("Tensile strength at 2 percent strain, (MD × CD- IS 16635 20/20 30/30 40/40")	-	0	-
1("Tensile strength at 5 percent strain, (MD × CD- IS 16635 20/20 30/30 40/40")	-	0	-
1(UV resistance, strength retained after 500 h exposure- IS 13162 (part 2))	-	0	-
1(Chemical resistance, strength retained after 72 h immersion- IS 17363)	-	0	-
2("Ultimate tensile strength, (MD × CD)- IS 16635 20/20 30/30 40/40")	-	0	-
2("Tensile strength at 2 percent strain, (MD × CD- IS 16635 20/20 30/30 40/40")	-	0	-
2("Tensile strength at 5 percent strain, (MD × CD- IS 16635 20/20 30/30 40/40")	-	0	-
2(UV resistance, strength retained after 500 h exposure- IS 13162 (part 2))	-	0	-
2(Chemical resistance, strength retained after 72 h immersion- IS 17363)	-	0	-
2("Junction strength- IS 17371 AnnexB 20/20 30/30 40/40")	-	0	-
Clause No. 4.1(Geogrid Raw Materials)	-	0	-
Clause No. 4.1(Carbon Black content of Geogrid)	-	0	-
Clause No. 4.4(PET Geogrid weight)	-	0	-
Clause No. 4.4(PET Geogrid carboxyl end group content)	-	0	-
Clause No. 4.5(Identification of Geogrid)	-	0	-
Clause No. 5.2, Table No. 1 (ii)(Tensile strength at 2 percent strain, (MD × CD) kN/m of PET Geogrids)	-	0	-
Clause No. 5.2, Table No. 1 (iii)(Tensile strength at 5 percent strain, (MD × CD) kN/m of PET Geogrids)	-	0	-
Clause No. 5.2, table No. 1 (iv)(UV resistance, strength retained after 500 h exposure of PET Geogrids)	-	0	-
Clause No. 5.2, Table No. 1 (v)(Chemical resistance, strength retained after 72 h immersion of PET Geogrids)	-	0	-
Clause No. 5.2, table No. 1 (vi)(Width of PET Geogrids)	-	0	-
Clause No. 5.2, Table No. 1 (vii)(Roll length of PET Geogrids)	-	0	-
Clause No. 5.2, Table No. 2 (i)(Ultimate tensile strength, (MD × CD) kN/m of PP Geogrids)	-	0	-
Clause No. 5.2, Table No. 2 (ii)(Tensile strength at 2 percent strain, (MD × CD) kN/m of PP Geogrids)	-	0	-
Clause No. 5.2, Table No. 2 (iii)(Tensile strength at 5 percent strain, (MD × CD) kN/m of PP Geogrids)	-	0	-
Clause No. 5.2, Table No. 2 (v)(Chemical resistance, strength retained after 72 h immersion of PP Geogrids)	-	0	-
Clause No. 5.2, Table No. 2 (vi)(Junction strength, percent strength of original strength)	-	0	-
Clause No. 5.2, table No. 2 (vii)(Width of PP Geogrids)	-	0	-
Clause No. 5.2, Table No. 2 (viii)(Roll length of PP Geogrids)	-	0	-
4.1(MATERIALS - Geogrid materials shall be inert to all chemicals naturally found in commonly encountered soils not containing adverse solvents and at ambient temperatures)	-	0	-
4.2(MATERIALS - Geogrids shall be rendered resistant to UV. Rigid geogrids shall have minimum 2 percent (mass/mass) of carbon black content)	-	0	-
4.3(MATERIALS - The geogrid shall be resistant to commonly encountered chemicals and microorganisms (rot and mildew) normally found in soils and shall be stabilized against short term exposure to solar radiation)	-	0	-
4.4(MATERIALS - PET geogrids, it shall have average molecular weight more than or equal to 25,000 g/mol)	-	0	-
4.5(MATERIALS - Identification of Geogrid)	-	0	-
5.1(REQUIREMENTS FOR GEOGRIDS -Geogrids shall be dimensionally stable and able to retain their geometry under manufacture, transport, and installation)	-	0	-
5.2- Table 1- i)(REQUIREMENTS FOR PET GEOGRIDS - Ultimate tensile strength, (MD × CD) kN/m)	-	0	-
5.2- Table 1- ii)(REQUIREMENTS FOR PET GEOGRIDS - Tensile strength at 2 percent strain, (MD × CD) kN/m,)	-	0	-
5.2- Table 1- iii)(REQUIREMENTS FOR PET GEOGRIDS - Tensile strength at 5 percent strain, (MD × CD) kN/m,)	-	0	-
5.2- Table 1- iv)(REQUIREMENTS FOR PET GEOGRIDS - UV resistance, strength retained after 500 h exposure)	-	0	-
5.2- Table 1- v)(REQUIREMENTS FOR GEOGRIDS - Chemical resistance, strength retained after 72 h immersion)	-	0	-
5.2- Table 1- vi)(REQUIREMENTS FOR PET GEOGRIDS - Width)	-	0	-
5.2- Table 1- vii)(REQUIREMENTS FOR PET GEOGRIDS - Roll length)	-	0	-
5.2- Table 2- i)(REQUIREMENTS FOR PP GEOGRIDS - Ultimate tensile strength, (MD × CD) kN/m)	-	0	-
5.2- Table 2- ii)(REQUIREMENTS FOR PP GEOGRIDS - Tensile strength at 2 percent strain, (MD × CD) kN/m)	-	0	-
5.2- Table 2- iii)(REQUIREMENTS FOR PP GEOGRIDS - Tensile strength at 5 percent strain, (MD × CD) kN/m,)	-	0	-
5.2- Table 2- iv)(REQUIREMENTS FOR PP GEOGRIDS - UV resistance, strength retained after 500 h exposure)	-	0	-
5.2- Table 2- v)(REQUIREMENTS FOR PP GEOGRIDS - Chemical resistance, strength retained after 72 h immersion)	-	0	-
5.2- Table 2- vi)(REQUIREMENTS FOR PP GEOGRIDS - Junction strength, percent strength of original strength)	-	0	-
5.2- Table 2- vii)(REQUIREMENTS FOR PP GEOGRIDS - Width)	-	0	-
5.2- Table 2- vIii)(REQUIREMENTS FOR PET GEOGRIDS - Roll length)	-	0	-
6(MARKING AND LABELLING)	-	0	-
7(PACKING - minimum thickness of packing film)	-	0	-
8.1(IDENTIFICATION, DELIVERY, STORAGE AND HANDLING)	-	0	-
Clause No. 5.2, table No. 2 (iv)(UV resistance, strength retained after 500 h exposure of PP Geogrids)	-	0	-
1("Ultimate tensile strength, (MD × CD)- IS 16635 30/30 40/40 50/50 60/60 80/80 100/100")	-	0	-
1("Tensile strength at 2 percent strain, (MD × CD- IS 16635 20/20 30/30 40/40")	-	0	-
1("Tensile strength at 5 percent strain, (MD × CD- IS 16635 20/20 30/30 40/40")	-	0	-
1(UV resistance, strength retained after 500 h exposure- IS 13162 (part 2))	-	0	-
1(Chemical resistance, strength retained after 72 h immersion- IS 17363)	-	0	-
2("Ultimate tensile strength, (MD × CD)- IS 16635 20/20 30/30 40/40")	-	0	-
2("Tensile strength at 2 percent strain, (MD × CD- IS 16635 20/20 30/30 40/40")	-	0	-
2("Tensile strength at 5 percent strain, (MD × CD- IS 16635 20/20 30/30 40/40")	-	0	-
2(UV resistance, strength retained after 500 h exposure- IS 13162 (part 2))	-	0	-
2(Chemical resistance, strength retained after 72 h immersion- IS 17363)	-	0	-
2("Junction strength- IS 17371 AnnexB 20/20 30/30 40/40")	-	0	-
Clause No. 4.1(Geogrid Raw Materials)	-	0	-
Clause No. 4.1(Carbon Black content of Geogrid)	-	0	-
Clause No. 4.4(PET Geogrid weight)	-	0	-
Clause No. 4.4(PET Geogrid carboxyl end group content)	-	0	-
Clause No. 4.5(Identification of Geogrid)	-	0	-
Clause No. 5.2, Table No. 1 (ii)(Tensile strength at 2 percent strain, (MD × CD) kN/m of PET Geogrids)	-	0	-
Clause No. 5.2, Table No. 1 (iii)(Tensile strength at 5 percent strain, (MD × CD) kN/m of PET Geogrids)	-	0	-
Clause No. 5.2, table No. 1 (iv)(UV resistance, strength retained after 500 h exposure of PET Geogrids)	-	0	-
Clause No. 5.2, Table No. 1 (v)(Chemical resistance, strength retained after 72 h immersion of PET Geogrids)	-	0	-
Clause No. 5.2, table No. 1 (vi)(Width of PET Geogrids)	-	0	-
Clause No. 5.2, Table No. 1 (vii)(Roll length of PET Geogrids)	-	0	-
Clause No. 5.2, Table No. 2 (i)(Ultimate tensile strength, (MD × CD) kN/m of PP Geogrids)	-	0	-
Clause No. 5.2, Table No. 2 (ii)(Tensile strength at 2 percent strain, (MD × CD) kN/m of PP Geogrids)	-	0	-
Clause No. 5.2, Table No. 2 (iii)(Tensile strength at 5 percent strain, (MD × CD) kN/m of PP Geogrids)	-	0	-
Clause No. 5.2, Table No. 2 (v)(Chemical resistance, strength retained after 72 h immersion of PP Geogrids)	-	0	-
Clause No. 5.2, Table No. 2 (vi)(Junction strength, percent strength of original strength)	-	0	-
Clause No. 5.2, table No. 2 (vii)(Width of PP Geogrids)	-	0	-
Clause No. 5.2, Table No. 2 (viii)(Roll length of PP Geogrids)	-	0	-
4.1(MATERIALS - Geogrid materials shall be inert to all chemicals naturally found in commonly encountered soils not containing adverse solvents and at ambient temperatures)	-	0	-
4.2(MATERIALS - Geogrids shall be rendered resistant to UV. Rigid geogrids shall have minimum 2 percent (mass/mass) of carbon black content)	-	0	-
4.3(MATERIALS - The geogrid shall be resistant to commonly encountered chemicals and microorganisms (rot and mildew) normally found in soils and shall be stabilized against short term exposure to solar radiation)	-	0	-
4.4(MATERIALS - PET geogrids, it shall have average molecular weight more than or equal to 25,000 g/mol)	-	0	-
4.5(MATERIALS - Identification of Geogrid)	-	0	-
5.1(REQUIREMENTS FOR GEOGRIDS -Geogrids shall be dimensionally stable and able to retain their geometry under manufacture, transport, and installation)	-	0	-
5.2- Table 1- i)(REQUIREMENTS FOR PET GEOGRIDS - Ultimate tensile strength, (MD × CD) kN/m)	-	0	-
5.2- Table 1- ii)(REQUIREMENTS FOR PET GEOGRIDS - Tensile strength at 2 percent strain, (MD × CD) kN/m,)	-	0	-
5.2- Table 1- iii)(REQUIREMENTS FOR PET GEOGRIDS - Tensile strength at 5 percent strain, (MD × CD) kN/m,)	-	0	-
5.2- Table 1- iv)(REQUIREMENTS FOR PET GEOGRIDS - UV resistance, strength retained after 500 h exposure)	-	0	-
5.2- Table 1- v)(REQUIREMENTS FOR GEOGRIDS - Chemical resistance, strength retained after 72 h immersion)	-	0	-
5.2- Table 1- vi)(REQUIREMENTS FOR PET GEOGRIDS - Width)	-	0	-
5.2- Table 1- vii)(REQUIREMENTS FOR PET GEOGRIDS - Roll length)	-	0	-
5.2- Table 2- i)(REQUIREMENTS FOR PP GEOGRIDS - Ultimate tensile strength, (MD × CD) kN/m)	-	0	-
5.2- Table 2- ii)(REQUIREMENTS FOR PP GEOGRIDS - Tensile strength at 2 percent strain, (MD × CD) kN/m)	-	0	-
5.2- Table 2- iii)(REQUIREMENTS FOR PP GEOGRIDS - Tensile strength at 5 percent strain, (MD × CD) kN/m,)	-	0	-
5.2- Table 2- iv)(REQUIREMENTS FOR PP GEOGRIDS - UV resistance, strength retained after 500 h exposure)	-	0	-
5.2- Table 2- v)(REQUIREMENTS FOR PP GEOGRIDS - Chemical resistance, strength retained after 72 h immersion)	-	0	-
5.2- Table 2- vi)(REQUIREMENTS FOR PP GEOGRIDS - Junction strength, percent strength of original strength)	-	0	-
5.2- Table 2- vii)(REQUIREMENTS FOR PP GEOGRIDS - Width)	-	0	-
5.2- Table 2- vIii)(REQUIREMENTS FOR PET GEOGRIDS - Roll length)	-	0	-
6(MARKING AND LABELLING)	-	0	-
7(PACKING - minimum thickness of packing film)	-	0	-
8.1(IDENTIFICATION, DELIVERY, STORAGE AND HANDLING)	-	0	-
Clause No. 5.2, table No. 2 (iv)(UV resistance, strength retained after 500 h exposure of PP Geogrids)	-	0	-
1("Ultimate tensile strength, (MD × CD)- IS 16635 30/30 40/40 50/50 60/60 80/80 100/100")	-	0	-
1("Tensile strength at 2 percent strain, (MD × CD- IS 16635 20/20 30/30 40/40")	-	0	-
1("Tensile strength at 5 percent strain, (MD × CD- IS 16635 20/20 30/30 40/40")	-	0	-
1(UV resistance, strength retained after 500 h exposure- IS 13162 (part 2))	-	0	-
1(Chemical resistance, strength retained after 72 h immersion- IS 17363)	-	0	-
2("Ultimate tensile strength, (MD × CD)- IS 16635 20/20 30/30 40/40")	-	0	-
2("Tensile strength at 2 percent strain, (MD × CD- IS 16635 20/20 30/30 40/40")	-	0	-
2("Tensile strength at 5 percent strain, (MD × CD- IS 16635 20/20 30/30 40/40")	-	0	-
2(UV resistance, strength retained after 500 h exposure- IS 13162 (part 2))	-	0	-
2(Chemical resistance, strength retained after 72 h immersion- IS 17363)	-	0	-
2("Junction strength- IS 17371 AnnexB 20/20 30/30 40/40")	-	0	-
Clause No. 4.1(Geogrid Raw Materials)	-	0	-
Clause No. 4.1(Carbon Black content of Geogrid)	-	0	-
Clause No. 4.4(PET Geogrid weight)	-	0	-
Clause No. 4.4(PET Geogrid carboxyl end group content)	-	0	-
Clause No. 4.5(Identification of Geogrid)	-	0	-
Clause No. 5.2, Table No. 1 (ii)(Tensile strength at 2 percent strain, (MD × CD) kN/m of PET Geogrids)	-	0	-
Clause No. 5.2, Table No. 1 (iii)(Tensile strength at 5 percent strain, (MD × CD) kN/m of PET Geogrids)	-	0	-
Clause No. 5.2, table No. 1 (iv)(UV resistance, strength retained after 500 h exposure of PET Geogrids)	-	0	-
Clause No. 5.2, Table No. 1 (v)(Chemical resistance, strength retained after 72 h immersion of PET Geogrids)	-	0	-
Clause No. 5.2, table No. 1 (vi)(Width of PET Geogrids)	-	0	-
Clause No. 5.2, Table No. 1 (vii)(Roll length of PET Geogrids)	-	0	-
Clause No. 5.2, Table No. 2 (i)(Ultimate tensile strength, (MD × CD) kN/m of PP Geogrids)	-	0	-
Clause No. 5.2, Table No. 2 (ii)(Tensile strength at 2 percent strain, (MD × CD) kN/m of PP Geogrids)	-	0	-
Clause No. 5.2, Table No. 2 (iii)(Tensile strength at 5 percent strain, (MD × CD) kN/m of PP Geogrids)	-	0	-
Clause No. 5.2, Table No. 2 (v)(Chemical resistance, strength retained after 72 h immersion of PP Geogrids)	-	0	-
Clause No. 5.2, Table No. 2 (vi)(Junction strength, percent strength of original strength)	-	0	-
Clause No. 5.2, table No. 2 (vii)(Width of PP Geogrids)	-	0	-
Clause No. 5.2, Table No. 2 (viii)(Roll length of PP Geogrids)	-	0	-
4.1(MATERIALS - Geogrid materials shall be inert to all chemicals naturally found in commonly encountered soils not containing adverse solvents and at ambient temperatures)	-	0	-
4.2(MATERIALS - Geogrids shall be rendered resistant to UV. Rigid geogrids shall have minimum 2 percent (mass/mass) of carbon black content)	-	0	-
4.3(MATERIALS - The geogrid shall be resistant to commonly encountered chemicals and microorganisms (rot and mildew) normally found in soils and shall be stabilized against short term exposure to solar radiation)	-	0	-
4.4(MATERIALS - PET geogrids, it shall have average molecular weight more than or equal to 25,000 g/mol)	-	0	-
4.5(MATERIALS - Identification of Geogrid)	-	0	-
5.1(REQUIREMENTS FOR GEOGRIDS -Geogrids shall be dimensionally stable and able to retain their geometry under manufacture, transport, and installation)	-	0	-
5.2- Table 1- i)(REQUIREMENTS FOR PET GEOGRIDS - Ultimate tensile strength, (MD × CD) kN/m)	-	0	-
5.2- Table 1- ii)(REQUIREMENTS FOR PET GEOGRIDS - Tensile strength at 2 percent strain, (MD × CD) kN/m,)	-	0	-
5.2- Table 1- iii)(REQUIREMENTS FOR PET GEOGRIDS - Tensile strength at 5 percent strain, (MD × CD) kN/m,)	-	0	-
5.2- Table 1- iv)(REQUIREMENTS FOR PET GEOGRIDS - UV resistance, strength retained after 500 h exposure)	-	0	-
5.2- Table 1- v)(REQUIREMENTS FOR GEOGRIDS - Chemical resistance, strength retained after 72 h immersion)	-	0	-
5.2- Table 1- vi)(REQUIREMENTS FOR PET GEOGRIDS - Width)	-	0	-
5.2- Table 1- vii)(REQUIREMENTS FOR PET GEOGRIDS - Roll length)	-	0	-
5.2- Table 2- i)(REQUIREMENTS FOR PP GEOGRIDS - Ultimate tensile strength, (MD × CD) kN/m)	-	0	-
5.2- Table 2- ii)(REQUIREMENTS FOR PP GEOGRIDS - Tensile strength at 2 percent strain, (MD × CD) kN/m)	-	0	-
5.2- Table 2- iii)(REQUIREMENTS FOR PP GEOGRIDS - Tensile strength at 5 percent strain, (MD × CD) kN/m,)	-	0	-
5.2- Table 2- iv)(REQUIREMENTS FOR PP GEOGRIDS - UV resistance, strength retained after 500 h exposure)	-	0	-
5.2- Table 2- v)(REQUIREMENTS FOR PP GEOGRIDS - Chemical resistance, strength retained after 72 h immersion)	-	0	-
5.2- Table 2- vi)(REQUIREMENTS FOR PP GEOGRIDS - Junction strength, percent strength of original strength)	-	0	-
5.2- Table 2- vii)(REQUIREMENTS FOR PP GEOGRIDS - Width)	-	0	-
5.2- Table 2- vIii)(REQUIREMENTS FOR PET GEOGRIDS - Roll length)	-	0	-
6(MARKING AND LABELLING)	-	0	-
7(PACKING - minimum thickness of packing film)	-	0	-
8.1(IDENTIFICATION, DELIVERY, STORAGE AND HANDLING)	-	0	-
Clause No. 5.2, table No. 2 (iv)(UV resistance, strength retained after 500 h exposure of PP Geogrids)	-	0	-

10 Mar, 2027

-
Included w.e.f 31.12.2025

IS 16391 (2015)

Geosynthetics â€“ Geotextiles used in sub-grade separation in pavement structures â€“ Specification

All

208000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 4.3 Table 1 (iii) (d)(Ultraviolet stability at 500h, Retained strength, Percent of original strength)	-	100000	-
Cl 4.3 Table 1 (iii) (a)(Pullout interaction coefficient, @ 6 mm displacement, Normal load = 5 kPa)	-	0	-
Cl 4.3 Table 1 (iii) (b)(Coefficient of direct shear @ Peak geotextile shear strength, Normal load = 5 kPa)	-	0	-
Cl 4.3 Table 1 (i) (a)(Type of geotextile)	-	500	-
Cl 4.3 Table 1 (i) (b)(Roll length, m, Min)	-	2000	-
Cl 4.3 Table 1 (i) (c)(Roll width, m)	-	2000	-
Cl 4.3 Table 1 (i) (d)(Grab strength, N)	-	8000	-
Cl 4.3 Table 1 (i) (e)(Sewn seam strength, N)	-	8000	-
Cl 4.3 Table 1 (i) (f)(Trapezidal tear strength, N)	-	8000	-
Cl 4.3 Table 1 (i) (g)(CBR puncture strength, N)	-	8000	-
Cl 4.3 Table 1 (i) (h)(Burst strength, kPa)	-	5000	-
Cl 4.3 Table 1 (ii) (a)(Permitttivity, s-1)	-	15000	-
Cl 4.3 Table 1 (ii) (b)(Apparent opening size (AOS), mm)	-	4000	-
Cl 4.3 Table 1 (iii) (c)(Resistance to installation damage, Percent retained strength, SC/SW/GP)	-	0	-
6(Marking)	-	500	-
Cl 4.3 Table 1 (iii) (a) of Amd-1(Resistance to installation damage, Percent retained strength, SC/SW/GP)	-	20000	-
Cl 4.3 Table 1 (iii) (b) of Amd-1(b) Ultraviolet stability at 500h, Retained strength, Percent of original strength, Min)	-	0	-
4.2, Amd-1(Carbon Black Content)	-	3500	-
4.1(Geosynthetic materials)	-	500	-
4.2(Carbon black and carbon black dispersion)	-	0	-
4.2(virgin polyester)	-	20000	-
Cl 4.3 Table 1 (iii) (d)(Ultraviolet stability at 500h, Retained strength, Percent of original strength)	-	0	-
Cl 4.3 Table 1 (iii) (a)(Pullout interaction coefficient, @ 6 mm displacement, Normal load = 5 kPa)	-	0	-
Cl 4.3 Table 1 (iii) (b)(Coefficient of direct shear @ Peak geotextile shear strength, Normal load = 5 kPa)	-	0	-
Cl 4.3 Table 1 (i) (a)(Type of geotextile)	-	0	-
Cl 4.3 Table 1 (i) (b)(Roll length, m, Min)	-	0	-
Cl 4.3 Table 1 (i) (c)(Roll width, m)	-	0	-
Cl 4.3 Table 1 (i) (d)(Grab strength, N)	-	0	-
Cl 4.3 Table 1 (i) (e)(Sewn seam strength, N)	-	0	-
Cl 4.3 Table 1 (i) (f)(Trapezidal tear strength, N)	-	0	-
Cl 4.3 Table 1 (i) (g)(CBR puncture strength, N)	-	0	-
Cl 4.3 Table 1 (i) (h)(Burst strength, kPa)	-	0	-
Cl 4.3 Table 1 (ii) (a)(Permitttivity, s-1)	-	0	-
Cl 4.3 Table 1 (ii) (b)(Apparent opening size (AOS), mm)	-	0	-
Cl 4.3 Table 1 (iii) (c)(Resistance to installation damage, Percent retained strength, SC/SW/GP)	-	0	-
6(Marking)	-	0	-
Cl 4.3 Table 1 (iii) (a) of Amd-1(Resistance to installation damage, Percent retained strength, SC/SW/GP)	-	0	-
Cl 4.3 Table 1 (iii) (b) of Amd-1(b) Ultraviolet stability at 500h, Retained strength, Percent of original strength, Min)	-	0	-
4.2, Amd-1(Carbon Black Content)	-	0	-
4.1(Geosynthetic materials)	-	0	-
4.2(Carbon black and carbon black dispersion)	-	0	-
4.2(virgin polyester)	-	3000	-
Cl 4.3 Table 1 (iii) (d)(Ultraviolet stability at 500h, Retained strength, Percent of original strength)	-	0	-
Cl 4.3 Table 1 (iii) (a)(Pullout interaction coefficient, @ 6 mm displacement, Normal load = 5 kPa)	-	0	-
Cl 4.3 Table 1 (iii) (b)(Coefficient of direct shear @ Peak geotextile shear strength, Normal load = 5 kPa)	-	0	-
Cl 4.3 Table 1 (i) (a)(Type of geotextile)	-	0	-
Cl 4.3 Table 1 (i) (b)(Roll length, m, Min)	-	0	-
Cl 4.3 Table 1 (i) (c)(Roll width, m)	-	0	-
Cl 4.3 Table 1 (i) (d)(Grab strength, N)	-	0	-
Cl 4.3 Table 1 (i) (e)(Sewn seam strength, N)	-	0	-
Cl 4.3 Table 1 (i) (f)(Trapezidal tear strength, N)	-	0	-
Cl 4.3 Table 1 (i) (g)(CBR puncture strength, N)	-	0	-
Cl 4.3 Table 1 (i) (h)(Burst strength, kPa)	-	0	-
Cl 4.3 Table 1 (ii) (a)(Permitttivity, s-1)	-	0	-
Cl 4.3 Table 1 (ii) (b)(Apparent opening size (AOS), mm)	-	0	-
Cl 4.3 Table 1 (iii) (c)(Resistance to installation damage, Percent retained strength, SC/SW/GP)	-	0	-
6(Marking)	-	0	-
Cl 4.3 Table 1 (iii) (a) of Amd-1(Resistance to installation damage, Percent retained strength, SC/SW/GP)	-	0	-
Cl 4.3 Table 1 (iii) (b) of Amd-1(b) Ultraviolet stability at 500h, Retained strength, Percent of original strength, Min)	-	0	-
4.2, Amd-1(Carbon Black Content)	-	0	-
4.1(Geosynthetic materials)	-	0	-
4.2(Carbon black and carbon black dispersion)	-	0	-
4.2(virgin polyester)	-	0	-
Cl 4.3 Table 1 (iii) (d)(Ultraviolet stability at 500h, Retained strength, Percent of original strength)	-	0	-
Cl 4.3 Table 1 (iii) (a)(Pullout interaction coefficient, @ 6 mm displacement, Normal load = 5 kPa)	-	0	-
Cl 4.3 Table 1 (iii) (b)(Coefficient of direct shear @ Peak geotextile shear strength, Normal load = 5 kPa)	-	0	-
Cl 4.3 Table 1 (i) (a)(Type of geotextile)	-	0	-
Cl 4.3 Table 1 (i) (b)(Roll length, m, Min)	-	0	-
Cl 4.3 Table 1 (i) (c)(Roll width, m)	-	0	-
Cl 4.3 Table 1 (i) (d)(Grab strength, N)	-	0	-
Cl 4.3 Table 1 (i) (e)(Sewn seam strength, N)	-	0	-
Cl 4.3 Table 1 (i) (f)(Trapezidal tear strength, N)	-	0	-
Cl 4.3 Table 1 (i) (g)(CBR puncture strength, N)	-	0	-
Cl 4.3 Table 1 (i) (h)(Burst strength, kPa)	-	0	-
Cl 4.3 Table 1 (ii) (a)(Permitttivity, s-1)	-	0	-
Cl 4.3 Table 1 (ii) (b)(Apparent opening size (AOS), mm)	-	0	-
Cl 4.3 Table 1 (iii) (c)(Resistance to installation damage, Percent retained strength, SC/SW/GP)	-	0	-
6(Marking)	-	0	-
Cl 4.3 Table 1 (iii) (a) of Amd-1(Resistance to installation damage, Percent retained strength, SC/SW/GP)	-	0	-
Cl 4.3 Table 1 (iii) (b) of Amd-1(b) Ultraviolet stability at 500h, Retained strength, Percent of original strength, Min)	-	0	-
4.2, Amd-1(Carbon Black Content)	-	0	-
4.1(Geosynthetic materials)	-	0	-
4.2(Carbon black and carbon black dispersion)	-	0	-
4.2(virgin polyester)	-	0	-
Cl 4.3 Table 1 (iii) (d)(Ultraviolet stability at 500h, Retained strength, Percent of original strength)	-	0	-
Cl 4.3 Table 1 (iii) (a)(Pullout interaction coefficient, @ 6 mm displacement, Normal load = 5 kPa)	-	0	-
Cl 4.3 Table 1 (iii) (b)(Coefficient of direct shear @ Peak geotextile shear strength, Normal load = 5 kPa)	-	0	-
Cl 4.3 Table 1 (i) (a)(Type of geotextile)	-	0	-
Cl 4.3 Table 1 (i) (b)(Roll length, m, Min)	-	0	-
Cl 4.3 Table 1 (i) (c)(Roll width, m)	-	0	-
Cl 4.3 Table 1 (i) (d)(Grab strength, N)	-	0	-
Cl 4.3 Table 1 (i) (e)(Sewn seam strength, N)	-	0	-
Cl 4.3 Table 1 (i) (f)(Trapezidal tear strength, N)	-	0	-
Cl 4.3 Table 1 (i) (g)(CBR puncture strength, N)	-	0	-
Cl 4.3 Table 1 (i) (h)(Burst strength, kPa)	-	0	-
Cl 4.3 Table 1 (ii) (a)(Permitttivity, s-1)	-	0	-
Cl 4.3 Table 1 (ii) (b)(Apparent opening size (AOS), mm)	-	0	-
Cl 4.3 Table 1 (iii) (c)(Resistance to installation damage, Percent retained strength, SC/SW/GP)	-	0	-
6(Marking)	-	0	-
Cl 4.3 Table 1 (iii) (a) of Amd-1(Resistance to installation damage, Percent retained strength, SC/SW/GP)	-	0	-
Cl 4.3 Table 1 (iii) (b) of Amd-1(b) Ultraviolet stability at 500h, Retained strength, Percent of original strength, Min)	-	0	-
4.2, Amd-1(Carbon Black Content)	-	0	-
4.1(Geosynthetic materials)	-	0	-
4.2(Carbon black and carbon black dispersion)	-	0	-
4.2(virgin polyester)	-	0	-
Cl 4.3 Table 1 (iii) (d)(Ultraviolet stability at 500h, Retained strength, Percent of original strength)	-	0	-
Cl 4.3 Table 1 (iii) (a)(Pullout interaction coefficient, @ 6 mm displacement, Normal load = 5 kPa)	-	0	-
Cl 4.3 Table 1 (iii) (b)(Coefficient of direct shear @ Peak geotextile shear strength, Normal load = 5 kPa)	-	0	-
Cl 4.3 Table 1 (i) (a)(Type of geotextile)	-	0	-
Cl 4.3 Table 1 (i) (b)(Roll length, m, Min)	-	0	-
Cl 4.3 Table 1 (i) (c)(Roll width, m)	-	0	-
Cl 4.3 Table 1 (i) (d)(Grab strength, N)	-	0	-
Cl 4.3 Table 1 (i) (e)(Sewn seam strength, N)	-	0	-
Cl 4.3 Table 1 (i) (f)(Trapezidal tear strength, N)	-	0	-
Cl 4.3 Table 1 (i) (g)(CBR puncture strength, N)	-	0	-
Cl 4.3 Table 1 (i) (h)(Burst strength, kPa)	-	0	-
Cl 4.3 Table 1 (ii) (a)(Permitttivity, s-1)	-	0	-
Cl 4.3 Table 1 (ii) (b)(Apparent opening size (AOS), mm)	-	0	-
Cl 4.3 Table 1 (iii) (c)(Resistance to installation damage, Percent retained strength, SC/SW/GP)	-	0	-
6(Marking)	-	0	-
Cl 4.3 Table 1 (iii) (a) of Amd-1(Resistance to installation damage, Percent retained strength, SC/SW/GP)	-	0	-
Cl 4.3 Table 1 (iii) (b) of Amd-1(b) Ultraviolet stability at 500h, Retained strength, Percent of original strength, Min)	-	0	-
4.2, Amd-1(Carbon Black Content)	-	0	-
4.1(Geosynthetic materials)	-	0	-
4.2(Carbon black and carbon black dispersion)	-	0	-
4.2(virgin polyester)	-	0	-
Cl 4.3 Table 1 (iii) (d)(Ultraviolet stability at 500h, Retained strength, Percent of original strength)	-	0	-
Cl 4.3 Table 1 (iii) (a)(Pullout interaction coefficient, @ 6 mm displacement, Normal load = 5 kPa)	-	0	-
Cl 4.3 Table 1 (iii) (b)(Coefficient of direct shear @ Peak geotextile shear strength, Normal load = 5 kPa)	-	0	-
Cl 4.3 Table 1 (i) (a)(Type of geotextile)	-	0	-
Cl 4.3 Table 1 (i) (b)(Roll length, m, Min)	-	0	-
Cl 4.3 Table 1 (i) (c)(Roll width, m)	-	0	-
Cl 4.3 Table 1 (i) (d)(Grab strength, N)	-	0	-
Cl 4.3 Table 1 (i) (e)(Sewn seam strength, N)	-	0	-
Cl 4.3 Table 1 (i) (f)(Trapezidal tear strength, N)	-	0	-
Cl 4.3 Table 1 (i) (g)(CBR puncture strength, N)	-	0	-
Cl 4.3 Table 1 (i) (h)(Burst strength, kPa)	-	0	-
Cl 4.3 Table 1 (ii) (a)(Permitttivity, s-1)	-	0	-
Cl 4.3 Table 1 (ii) (b)(Apparent opening size (AOS), mm)	-	0	-
Cl 4.3 Table 1 (iii) (c)(Resistance to installation damage, Percent retained strength, SC/SW/GP)	-	0	-
6(Marking)	-	0	-
Cl 4.3 Table 1 (iii) (a) of Amd-1(Resistance to installation damage, Percent retained strength, SC/SW/GP)	-	0	-
Cl 4.3 Table 1 (iii) (b) of Amd-1(b) Ultraviolet stability at 500h, Retained strength, Percent of original strength, Min)	-	0	-
4.2, Amd-1(Carbon Black Content)	-	0	-
4.1(Geosynthetic materials)	-	0	-
4.2(Carbon black and carbon black dispersion)	-	0	-
4.2(virgin polyester)	-	0	-

10 Mar, 2027

-
Included w.e.f 01.01.2026 Exclusion: Cl 4.3 Table 1 (iii) (a) (Pullout interaction coefficient), Cl 4.3 Table 1 (iii) (b) (Coefficient of direct shear)

IS 16647 (2017)

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

Testing facility available only for pipe of nominal dia from 63 mm upto and including 630 mm.

48500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.5( Density, g/cc)	-	1000	-
9 /9.1 / 27 degree centigrate(MECHANICAL CHARACTERISTICS OF PIPES9./ Resistance to Hydrostatic Pressure)	-	1500	-
7.3( Opacity)	-	1000	-
9.2, table -11( Resistance to External Blows at 0 °C)	-	1000	-
8.2 table-9( Pipe Ends)	-	500	-
5 / 5.1(MATERIALS )	-	1500	-
5.3(VCM Content)	-	3500	-
5.4( K-Value)	-	2500	-
5.6 / 5.6.1( Material Classification, table -1)	-	0	-
6.0(CLASSIFICATION OF PIPES, table-2)	-	500	-
7, see 8.3 and fig-1( GENERAL REQUIREMENTS OF PIPES/ visual appearance)	-	500	-
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)	-	1000	-
8.1.2, table 4 to 7(Wall Thickness)	-	500	-
8.1.3 (Length, meter)	-	500	-
8.2 table-9(Dimensions of Integral Socket)	-	500	-
9.3 table-12( Ring Stiffness)	-	2500	-
9.4, annexure-E( Orientation Factor)	-	2500	-
10, table-13( PHYSICAL AND 1CHARACTERISTICS)	-	3000	-
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)	-	4000	-
12(a)( ELASTOMERIC SEALS)	-	8000	-
12(b)( ELASTOMERIC SEALS)	-	0	-
Cl.10, Table 10/1(Vicat Softening Temp (C))	-	2500	-
Cl.10, Table 10/2(Effect on Water)	-	4000	-
Cl.10, Table 10/3(Resistant to di-chloromethane (Degree of gelation))	-	2500	-
Cl.10, Table 10/4(Alternate Test (Tensile test))	-	1500	-
Cl.10, Table 10/1(Vicat Softening Temp (C))	-	0	-
Cl.10, Table 10/2(Effect on Water)	-	0	-
Cl.10, Table 10/3(Resistant to di-chloromethane (Degree of gelation))	-	0	-
Cl.10, Table 10/4(Alternate Test (Tensile test))	-	0	-
Cl.10, Table 10/1(Vicat Softening Temp (C))	-	0	-
Cl.10, Table 10/2(Effect on Water)	-	0	-
Cl.10, Table 10/3(Resistant to di-chloromethane (Degree of gelation))	-	0	-
Cl.10, Table 10/4(Alternate Test (Tensile test))	-	0	-

10 Mar, 2027

-
Included w.e.f 06.01.2026

IS 2347 (2023)

DOMESTIC PRESSURE COOKER ï¿½ SPECIFICATION

All

28500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4.1(Gross capacity)	-	500	-
4.2(Body Capacity)	-	500	-
5.1(Body, Lid, Containers and Grid)	-	1000	-
5.1.2(Body and Lid )	-	1000	-
5.1.3(Stainless steel pressure cooker)	-	1000	-
5.1.4(Aluminium cooker )	-	1000	-
5.2(Safety Relief Device)	-	1000	-
5.3(Gasket)	-	2000	-
5.4(Handles and Knobs)	-	10000	-
5.5(Pressure Regulating Device )	-	2000	-
5.6(Vent Seal Pin for Pressure Regulating Device )	-	2000	-
5.7(Vent Pipe )	-	1000	-
5.8(Vent Pipe Nut )	-	1000	-
5.9(Spring )	-	1000	-
5.1(Material of Rim )	-	1000	-
5.11(Visual Pressure Indicator)	-	1000	-
5.12(Gasket Release System)	-	1000	-
6(Construction)	-	1000	-
7(Workmanship and Finish )	-	1000	-
8.1(Air Pressure Test )	-	1000	-
8.2(Proof Pressure Test )	-	2000	-
8.3(Operating Test for Pressure Regulating Device )	-	1000	-
8.4(Test for Safety Relief Device )	-	1000	-
8.5(Bursting Pressure Test )	-	2000	-
8.6(Test for Removal of Lid under Pressure )	-	1000	-
8.7(Test for Spring Loaded Mechanism )	-	1000	-
8.8(Composite Cooker Base )	-	1000	-
8.9(Aluminium induction compatible Base )	-	1000	-
8.1(Handles of cooker )	-	10000	-
8.11(External Coating)	-	1000	-
8.12(Internal Coating )	-	1000	-
8.13(Integral electrical heating)	-	2000	-
8.14(Ply construction cooker Body )	-	1000	-
8.15.1(Fragmentation Test )	-	1000	-
8.15.2(Ball Drop Test )	-	2000	-
8.15.3(Thermal Shock Test )	-	2000	-
8.15.4(Free Fall Test)	-	1000	-
8.17(Test for Effectiveness for Induction Bottom)	-	1000	-
11(Marking )	-	500	-
12(Packing )	-	500	-
4(Capacity)	-	500	-
4.2(Body Capacity)	-	1000	-
5.1.1(Body, Lid, Containers and Grid)	-	1000	-
5.1.2(Body, Lid, Containers and Grid)	-	1000	-
5.1.3(Body, Lid, Containers and Grid)	-	1000	-
5.1.4(Body, Lid, Containers and Grid)	-	1000	-
5.1.5(Body, Lid, Containers and Grid)	-	1000	-
5.2.1(Destructive Type Safety Relief Device)	-	1000	-
5.3(Gasket)	-	1000	-
5.4(Handles and Knobs)	-	10000	-
5.5(Pressure Regulating Device)	-	2000	-
5.6(Vent Seal Pin for Pressure Regulating Device)	-	1000	-
5.7(Vent Pipe)	-	1000	-
5.8(Vent Pipe Nut)	-	1000	-
5.9(Spring)	-	1000	-
5.10(Spring)	-	1000	-
5.11(Visual Pressure Indicator)	-	1000	-
5.12(Gasket Release System)	-	1000	-
6(CONSTRUCTION)	-	1000	-
6.1(Pressure Regulating Device)	-	1000	-
6.1.1(Pressure Regulating Device)	-	1000	-
6.1.1(Minimum Inside diameter of Vent Pipe.)	-	1000	-
6.1.2(Pressure Regulating Device)	-	1000	-
6.1.3(Pressure Regulating Device)	-	1000	-
6.1.4(Pressure Regulating Device)	-	1000	-
6.1.5(Pressure Regulating Device)	-	1000	-
6.1.6(Pressure Regulating Device)	-	1000	-
6.2(Safety Relief Device)	-	1000	-
6.2.1(Safety Relief Device)	-	1000	-
6.2.2(Safety Relief Device)	-	1000	-
6.2.3(Safety Relief Device)	-	1000	-
6.3.1(Temperature Responsive Safety Relief Device)	-	1000	-
6.3.2(Temperature Responsive Safety Relief Device)	-	1000	-
6.3.3(Temperature Responsive Safety Relief Device)	-	1000	-
6.4.1(Handles and Knobs)	-	10000	-
6.4.1.1(Handles and Knobs)	-	10000	-
6.4.2(Handles and Knobs)	-	10000	-
6.4.2.1(Handles and Knobs)	-	10000	-
6.5(CONSTRUCTION)	-	0	-
6.6(CONSTRUCTION)	-	0	-
6.7(Internal Level Marking)	-	1000	-
6.8(Internal Level Marking)	-	1000	-
7.1(WORKMANSHIP AND FINISH)	-	1000	-
7.2(WORKMANSHIP AND FINISH)	-	1000	-
8.17(Test for Effectiveness for Induction Bottom)	-	1000	-
8.16(PRD with chain)	-	1000	-
8.15.4.2(Glass lid without rim)	-	1000	-
8.15.4.1("Free Fall Test ( Glass lid with rim) ")	-	1000	-
8.15.3(Thermal Shock Test on Tempered Glass lid)	-	1000	-
8.15.2(Ball Drop Test on Tempered Glass lid)	-	1000	-
8.15.1(Fragmentation Test on Tempered Glass lid)	-	1000	-
8.14(3 ply construction cooker body)	-	1000	-
8.13(Pressure cooker with integral electrical heating)	-	1000	-
8.12(Internal Coating)	-	1000	-
7.3(WORKMANSHIP AND FINISH)	-	1000	-
7.4(WORKMANSHIP AND FINISH)	-	1000	-
8.1(Air Pressure Test)	-	1000	-
8.2(Proof Pressure Test)	-	2000	-
8.3.1(Operating Test for Pressure Regulating Device)	-	1000	-
5.2.2(Resettable Type Safety Relief Device)	-	1000	-
8.4.1(Test for Safety Relief Device)	-	1000	-
8.4.2(Test for Safety Relief Device)	-	1000	-
8.4.2 NOTE(Test for Safety Relief Device)	-	1000	-
8.5(Bursting Pressure Test)	-	2000	-
8.6.1(Tests for Removal of Lid under Pressure For Outer Lid Cooker)	-	1000	-
8.6.2(Tests for Removal of Lid under Pressure For inner Lid Cooker)	-	1000	-
8.6.3(Tests for Removal of Lid under Pressure: For Cooker Fastened by Screw Clamps or Any Other Locking Device)	-	1000	-
8.6.4(Tests for Removal of Lid under Pressure in case of electrical pressure cooker)	-	1000	-
8.7(Test for Spring Loaded Mechanism)	-	1000	-
8.8(Test for stainless steel cookers)	-	1000	-
8.9("For stainless steel, aluminium induction compatible base and 3 ply cooker")	-	1000	-
8.10(Testing of Handles of the cooker)	-	1000	-
8.10 Note 3(Testing of Handles of the cooker)	-	1000	-
8.10 Note 4(Testing of Handles of the cooker)	-	1000	-
8.10 Note 5(Testing of Handles of the cooker)	-	1000	-
8.10 Note 6(Testing of Handles of the cooker)	-	1000	-
8.10.1(Testing of Handles of the cooker)	-	1000	-
8.11.1(External Coating)	-	1000	-

10 Mar, 2027

-
Included w.e.f 06.01.2026

IS 4246 (2025)

DOMESTIC GAS STOVE AND BUILT IN HOB FOR USE WITH LPG SPECIFICATION (Sixth Revision )

All

22500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4.1(General - IS 4246 : 2025)	-	500	-
4.1(General - IS 4246 : 2025)	-	500	-
4.1.1(General - IS 4246 : 2025)	-	500	-
5(Materials - Cl. 5 of IS 5116)	-	500	-
5.1.1(Materials - Toughened glass, if provided,)	-	1000	-
5.1.1(Materials - Toughened glass, if provided,)	-	1000	-
5.1.1(Materials - Toughened glass, if provided,)	-	1000	-
5.1.1(Materials - Toughened glass, if provided,)	-	1000	-
5.1.1(Materials - Toughened glass, if provided,)	-	1000	-
5.1.1(Materials - Toughened glass, if provided,)	-	1000	-
5.1.1(Materials - Toughened glass, if provided,)	-	1000	-
5.1.1(Materials - Toughened glass, if provided,)	-	1000	-
5.1.1(Materials - Toughened glass, if provided,)	-	1000	-
5.1(Materials - IS 5116)	-	1000	-
5.1(Materials - IS 5116)	-	1000	-
5.1.1(Materials - IS 5116)	-	1000	-
5.1.1(Materials - IS 5116)	-	1000	-
5.2(Materials - IS 5116)	-	1000	-
5.2(Materials - IS 5116)	-	1000	-
5.3(Materials - IS 5116)	-	1000	-
5.5(Materials - IS 5116)	-	1000	-
5.5(Materials - IS 5116)	-	1000	-
5.5(Materials - IS 5116)	-	1000	-
5.7(Materials - IS 5116)	-	1000	-
6.1(Design for Maintainance)	-	1000	-
6.1(Design for Maintainance)	-	1000	-
6.2(Design for Maintainance)	-	1000	-
6.2(Design for Maintainance)	-	1000	-
6.3(Design for Maintainance)	-	1000	-
6.4(Design for Maintainance)	-	1000	-
6.5(Design for Maintainance)	-	1000	-
6.6(Design for Maintainance)	-	1000	-
7.0(Rigidity and Stability)	-	1000	-
7.1(Rigidity and Stability)	-	1000	-
7.2(Rigidity and Stability)	-	1000	-
7.3(Rigidity and Stability)	-	1000	-
8.1(Workmanship and Finish - Cl. 7 of IS 5116)	-	500	-
8.1(Workmanship and Finish - Cl. 7 of IS 5116)	-	500	-
8.1(Workmanship and Finish - Cl. 7 of IS 5116)	-	500	-
8.1(Workmanship and Finish - Cl. 7 of IS 5116)	-	500	-
8.1(Workmanship and Finish - Cl. 7 of IS 5116)	-	500	-
8.1(Workmanship and Finish - Cl. 7 of IS 5116)	-	500	-
8.1(Workmanship and Finish - Cl. 7 of IS 5116)	-	500	-
8.1(Workmanship and Finish - Cl. 7 of IS 5116)	-	500	-
8.1(Workmanship and Finish - Cl. 7 of IS 5116)	-	500	-
8.1(Workmanship and Finish - Cl. 7 of IS 5116)	-	500	-
8.1(Workmanship and Finish - Cl. 7 of IS 5116)	-	500	-
8.1(Workmanship and Finish - Cl. 7 of IS 5116)	-	500	-
8.2(Workmanship and Finish -)	-	500	-
8.3(Workmanship and Finish -)	-	500	-
9(Gas Taps- Cl. 8 of IS 5116 (Except 8.7 and 8.11.1))	-	500	-
9(Gas Taps- Cl. 8 of IS 5116 (Except 8.7 and 8.11.1))	-	500	-
9(Gas Taps- Cl. 8 of IS 5116 (Except 8.7 and 8.11.1))	-	500	-
9(Gas Taps- Cl. 8 of IS 5116 (Except 8.7 and 8.11.1))	-	500	-
9(Gas Taps- Cl. 8 of IS 5116 (Except 8.7 and 8.11.1))	-	500	-
9(Gas Taps- Cl. 8 of IS 5116 (Except 8.7 and 8.11.1))	-	500	-
9(Gas Taps- Cl. 8 of IS 5116 (Except 8.7 and 8.11.1))	-	500	-
9(Gas Taps- Cl. 8 of IS 5116 (Except 8.7 and 8.11.1))	-	500	-
9(Gas Taps- Cl. 8 of IS 5116 (Except 8.7 and 8.11.1))	-	500	-
9(Gas Taps- Cl. 8 of IS 5116 (Except 8.7 and 8.11.1))	-	500	-
9(Gas Taps- Cl. 8 of IS 5116 (Except 8.7 and 8.11.1))	-	500	-
9(Gas Taps- Cl. 8 of IS 5116 (Except 8.7 and 8.11.1))	-	500	-
9(Gas Taps- Cl. 8 of IS 5116 (Except 8.7 and 8.11.1))	-	500	-
9(Gas Taps- Cl. 8 of IS 5116 (Except 8.7 and 8.11.1))	-	500	-
9(Gas Taps- Cl. 8 of IS 5116 (Except 8.7 and 8.11.1))	-	500	-
9(Gas Taps- Cl. 8 of IS 5116 (Except 8.7 and 8.11.1))	-	500	-
9(Gas Taps- Cl. 8 of IS 5116 (Except 8.7 and 8.11.1))	-	500	-
9(Gas Taps- Cl. 8 of IS 5116 (Except 8.7 and 8.11.1))	-	500	-
9(Gas Taps- Cl. 8 of IS 5116 (Except 8.7 and 8.11.1))	-	500	-
9(Gas Taps- Cl. 8 of IS 5116 (Except 8.7 and 8.11.1))	-	500	-
9(Gas Taps- Cl. 8 of IS 5116 (Except 8.7 and 8.11.1))	-	500	-
9(Gas Taps- Cl. 8 of IS 5116 (Except 8.7 and 8.11.1))	-	500	-
9(Gas Taps- Cl. 8 of IS 5116 (Except 8.7 and 8.11.1))	-	500	-
10(Injector Jets)	-	1000	-
10(Injector Jets)	-	500	-
10(Injector Jets)	-	500	-
10(Injector Jets)	-	500	-
10(Injector Jets)	-	500	-
10(Injector Jets)	-	500	-
11.1(Burners- Cl. 10 of IS 5116)	-	500	-
11.1(Burners- Cl. 10 of IS 5116)	-	500	-
11.1(Burners- Cl. 10 of IS 5116)	-	500	-
11.1(Burners- Cl. 10 of IS 5116)	-	500	-
11.1(Burners- Cl. 10 of IS 5116)	-	500	-
11.2(Burners)	-	500	-
11.3(Burners)	-	500	-
11.4(Burners)	-	500	-
12.1(Burner Pan Support)	-	500	-
12.2(Burner Pan Support)	-	500	-
12.3(Burner Pan Support)	-	500	-
13.1(Gas Soundness Test - Cl. 16 of IS 5116)	-	1000	-
13,2(Gas Soundness Test)	-	1000	-
13.2(Gas Leak Detector)	-	1000	-
14.1(Gas Inlet Connection - Cl. 18 of IS 5116)	-	1000	-
14.1(Gas Inlet Connection - Cl. 18 of IS 5116)	-	1000	-
14.1(Gas Inlet Connection - Cl. 18 of IS 5116)	-	1000	-
14.1(Gas Inlet Connection - Cl. 18 of IS 5116)	-	1000	-
14.1(Gas Inlet Connection - Cl. 18 of IS 5116)	-	1000	-
14.1(Gas Inlet Connection - Cl. 18 of IS 5116)	-	1000	-
14.1(Gas Inlet Connection - Cl. 18 of IS 5116)	-	1000	-
14.1(Gas Inlet Connection - Cl. 18 of IS 5116)	-	1000	-
14.1(Gas Inlet Connection - Cl. 18 of IS 5116)	-	1000	-
14.1(Gas Inlet Connection - Cl. 18 of IS 5116)	-	1000	-
14.1(Gas Inlet Connection - Cl. 18 of IS 5116)	-	1000	-
14.1(Gas Inlet Connection - Cl. 18 of IS 5116)	-	1000	-
14.1(Gas Inlet Connection - Cl. 18 of IS 5116)	-	1000	-
14.2(Gas Inlet Connection)	-	1000	-
14.2(Gas Inlet Connection)	-	1000	-
14.2(Gas Inlet Connection)	-	1000	-
14.2(Gas Inlet Connection)	-	1000	-
14.3(Gas Inlet Connection)	-	1000	-
14.4(Gas Inlet Connection)	-	1000	-
14.5(Gas Inlet Connection - Cl. 17.3 of IS 5116)	-	1000	-
14.6(Gas Inlet Connection)	-	1000	-
15.0(Strength and Rigidity)	-	1000	-
15.0(Strength and Rigidity)	-	1000	-
15.0(Strength and Rigidity)	-	1000	-
15.0(Strength and Rigidity)	-	1000	-
17.0(Gas Consumption Test)	-	1500	-
17.0(Gas Consumption Test)	-	1500	-
17.0(Gas Consumption Test)	-	1500	-
17.0(Gas Consumption Test)	-	1500	-
17.0(Gas Consumption Test)	-	1500	-
17.0(Gas Consumption Test)	-	1500	-
17.2(Gas Consumption Test - For Gas Stoves)	-	1500	-
17.2 (a)(Gas Consumption Test - For Gas Stoves)	-	1500	-
17.2 (b)(Gas Consumption Test - For Gas Stoves)	-	1500	-
17.2 (c)(Gas Consumption Test - For Gas Stoves)	-	1500	-
17.3(Gas Consumption Test - For Built in Hobs)	-	1500	-
17.3.1(Gas Consumption Test - For Built in Hobs)	-	1500	-
17.3.2(Gas Consumption Test - For Built in Hobs)	-	1500	-
18.1(Ignition and Flame Travel)	-	1000	-
18.1(Ignition and Flame Travel)	-	1000	-
18.2(Ignition and Flame Travel)	-	1000	-
18.3(Ignition and Flame Travel)	-	1000	-
18.4(Ignition and Flame Travel - Cl. 14 of IS 5116)	-	1000	-
18.4(Ignition and Flame Travel - Cl. 14 of IS 5116)	-	1000	-
18.4(Ignition and Flame Travel - Cl. 14 of IS 5116)	-	1000	-
18.4(Ignition and Flame Travel - Cl. 14 of IS 5116)	-	1000	-
18.4(Ignition and Flame Travel - Cl. 14 of IS 5116)	-	1000	-
18.4(Ignition and Flame Travel - Cl. 14 of IS 5116)	-	1000	-
19.1(Flame Stability)	-	1000	-
19.1.1(Flame Stability)	-	1000	-
19.2(Flame Stability)	-	1000	-
19.3(Flame Stability)	-	1000	-
20(Noise Control)	-	500	-
21(Flash Back)	-	500	-
22(Formation of Soot)	-	1000	-
23(Resistance to Draught)	-	1000	-
24.1(Combustion)	-	2000	-
24.1(Combustion)	-	2000	-
24.2(Combustion)	-	2000	-
25.1(Fire Hazard and Limiting Temperatures)	-	1000	-
25.1(Fire Hazard and Limiting Temperatures)	-	1000	-
25.1(Fire Hazard and Limiting Temperatures)	-	1000	-
25.1(Fire Hazard and Limiting Temperatures)	-	1000	-
25.2(Fire Hazard and Limiting Temperatures)	-	1000	-
26.1(Thermal Efficiency- Gas Stoves)	-	2000	-
26.1(Thermal Efficiency- Gas Stoves)	-	2000	-
26.1(Thermal Efficiency- Gas Stoves)	-	2000	-
26.1(Thermal Efficiency- Gas Stoves)	-	2000	-
26.1(Thermal Efficiency- Gas Stoves)	-	2000	-
26.2(Thermal Efficiency- For Built in Hobs)	-	2000	-
26.2(Thermal Efficiency- For Built in Hobs)	-	2000	-
26.2(Thermal Efficiency- For Built in Hobs)	-	2000	-
26.2(Thermal Efficiency- For Built in Hobs)	-	2000	-
26.2(Thermal Efficiency- For Built in Hobs)	-	2000	-
4.1(General - IS 4246 : 2025)	-	0	-
4.1(General - IS 4246 : 2025)	-	0	-
4.1.1(General - IS 4246 : 2025)	-	0	-
5(Materials - Cl. 5 of IS 5116)	-	0	-
5.1.1(Materials - Toughened glass, if provided,)	-	0	-
5.1.1(Materials - Toughened glass, if provided,)	-	0	-
5.1.1(Materials - Toughened glass, if provided,)	-	0	-
5.1.1(Materials - Toughened glass, if provided,)	-	0	-
5.1.1(Materials - Toughened glass, if provided,)	-	0	-
5.1.1(Materials - Toughened glass, if provided,)	-	0	-
5.1.1(Materials - Toughened glass, if provided,)	-	0	-
5.1.1(Materials - Toughened glass, if provided,)	-	0	-
5.1.1(Materials - Toughened glass, if provided,)	-	0	-
5.1(Materials - IS 5116)	-	0	-
5.1(Materials - IS 5116)	-	0	-
5.1.1(Materials - IS 5116)	-	0	-
5.1.1(Materials - IS 5116)	-	0	-
5.2(Materials - IS 5116)	-	0	-
5.2(Materials - IS 5116)	-	0	-
5.3(Materials - IS 5116)	-	0	-
5.5(Materials - IS 5116)	-	0	-
5.5(Materials - IS 5116)	-	0	-
5.5(Materials - IS 5116)	-	0	-
5.7(Materials - IS 5116)	-	0	-
6.1(Design for Maintainance)	-	0	-
6.1(Design for Maintainance)	-	0	-
6.2(Design for Maintainance)	-	0	-
6.2(Design for Maintainance)	-	0	-
6.3(Design for Maintainance)	-	0	-
6.4(Design for Maintainance)	-	0	-
6.5(Design for Maintainance)	-	0	-
6.6(Design for Maintainance)	-	0	-
7.0(Rigidity and Stability)	-	0	-
7.1(Rigidity and Stability)	-	0	-
7.2(Rigidity and Stability)	-	0	-
7.3(Rigidity and Stability)	-	0	-
8.1(Workmanship and Finish - Cl. 7 of IS 5116)	-	0	-
8.1(Workmanship and Finish - Cl. 7 of IS 5116)	-	0	-
8.1(Workmanship and Finish - Cl. 7 of IS 5116)	-	0	-
8.1(Workmanship and Finish - Cl. 7 of IS 5116)	-	0	-
8.1(Workmanship and Finish - Cl. 7 of IS 5116)	-	0	-
8.1(Workmanship and Finish - Cl. 7 of IS 5116)	-	0	-
8.1(Workmanship and Finish - Cl. 7 of IS 5116)	-	0	-
8.1(Workmanship and Finish - Cl. 7 of IS 5116)	-	0	-
8.1(Workmanship and Finish - Cl. 7 of IS 5116)	-	0	-
8.1(Workmanship and Finish - Cl. 7 of IS 5116)	-	0	-
8.1(Workmanship and Finish - Cl. 7 of IS 5116)	-	0	-
8.1(Workmanship and Finish - Cl. 7 of IS 5116)	-	0	-
8.2(Workmanship and Finish -)	-	0	-
8.3(Workmanship and Finish -)	-	0	-
9(Gas Taps- Cl. 8 of IS 5116 (Except 8.7 and 8.11.1))	-	0	-
9(Gas Taps- Cl. 8 of IS 5116 (Except 8.7 and 8.11.1))	-	0	-
9(Gas Taps- Cl. 8 of IS 5116 (Except 8.7 and 8.11.1))	-	0	-
9(Gas Taps- Cl. 8 of IS 5116 (Except 8.7 and 8.11.1))	-	0	-
9(Gas Taps- Cl. 8 of IS 5116 (Except 8.7 and 8.11.1))	-	0	-
9(Gas Taps- Cl. 8 of IS 5116 (Except 8.7 and 8.11.1))	-	0	-
9(Gas Taps- Cl. 8 of IS 5116 (Except 8.7 and 8.11.1))	-	0	-
9(Gas Taps- Cl. 8 of IS 5116 (Except 8.7 and 8.11.1))	-	0	-
9(Gas Taps- Cl. 8 of IS 5116 (Except 8.7 and 8.11.1))	-	0	-
9(Gas Taps- Cl. 8 of IS 5116 (Except 8.7 and 8.11.1))	-	0	-
9(Gas Taps- Cl. 8 of IS 5116 (Except 8.7 and 8.11.1))	-	0	-
9(Gas Taps- Cl. 8 of IS 5116 (Except 8.7 and 8.11.1))	-	0	-
9(Gas Taps- Cl. 8 of IS 5116 (Except 8.7 and 8.11.1))	-	0	-
9(Gas Taps- Cl. 8 of IS 5116 (Except 8.7 and 8.11.1))	-	0	-
9(Gas Taps- Cl. 8 of IS 5116 (Except 8.7 and 8.11.1))	-	0	-
9(Gas Taps- Cl. 8 of IS 5116 (Except 8.7 and 8.11.1))	-	0	-
9(Gas Taps- Cl. 8 of IS 5116 (Except 8.7 and 8.11.1))	-	0	-
9(Gas Taps- Cl. 8 of IS 5116 (Except 8.7 and 8.11.1))	-	0	-
9(Gas Taps- Cl. 8 of IS 5116 (Except 8.7 and 8.11.1))	-	0	-
9(Gas Taps- Cl. 8 of IS 5116 (Except 8.7 and 8.11.1))	-	0	-
9(Gas Taps- Cl. 8 of IS 5116 (Except 8.7 and 8.11.1))	-	0	-
9(Gas Taps- Cl. 8 of IS 5116 (Except 8.7 and 8.11.1))	-	0	-
9(Gas Taps- Cl. 8 of IS 5116 (Except 8.7 and 8.11.1))	-	0	-
10(Injector Jets)	-	0	-
10(Injector Jets)	-	0	-
10(Injector Jets)	-	0	-
10(Injector Jets)	-	0	-
10(Injector Jets)	-	0	-
10(Injector Jets)	-	0	-
11.1(Burners- Cl. 10 of IS 5116)	-	0	-
11.1(Burners- Cl. 10 of IS 5116)	-	0	-
11.1(Burners- Cl. 10 of IS 5116)	-	0	-
11.1(Burners- Cl. 10 of IS 5116)	-	0	-
11.1(Burners- Cl. 10 of IS 5116)	-	0	-
11.2(Burners)	-	0	-
11.3(Burners)	-	0	-
11.4(Burners)	-	0	-
12.1(Burner Pan Support)	-	0	-
12.2(Burner Pan Support)	-	0	-
12.3(Burner Pan Support)	-	0	-
13.1(Gas Soundness Test - Cl. 16 of IS 5116)	-	0	-
13,2(Gas Soundness Test)	-	0	-
13.2(Gas Leak Detector)	-	0	-
14.1(Gas Inlet Connection - Cl. 18 of IS 5116)	-	0	-
14.1(Gas Inlet Connection - Cl. 18 of IS 5116)	-	0	-
14.1(Gas Inlet Connection - Cl. 18 of IS 5116)	-	0	-
14.1(Gas Inlet Connection - Cl. 18 of IS 5116)	-	0	-
14.1(Gas Inlet Connection - Cl. 18 of IS 5116)	-	0	-
14.1(Gas Inlet Connection - Cl. 18 of IS 5116)	-	0	-
14.1(Gas Inlet Connection - Cl. 18 of IS 5116)	-	0	-
14.1(Gas Inlet Connection - Cl. 18 of IS 5116)	-	0	-
14.1(Gas Inlet Connection - Cl. 18 of IS 5116)	-	0	-
14.1(Gas Inlet Connection - Cl. 18 of IS 5116)	-	0	-
14.1(Gas Inlet Connection - Cl. 18 of IS 5116)	-	0	-
14.1(Gas Inlet Connection - Cl. 18 of IS 5116)	-	0	-
14.1(Gas Inlet Connection - Cl. 18 of IS 5116)	-	0	-
14.2(Gas Inlet Connection)	-	0	-
14.2(Gas Inlet Connection)	-	0	-
14.2(Gas Inlet Connection)	-	0	-
14.2(Gas Inlet Connection)	-	0	-
14.3(Gas Inlet Connection)	-	0	-
14.4(Gas Inlet Connection)	-	0	-
14.5(Gas Inlet Connection - Cl. 17.3 of IS 5116)	-	0	-
14.6(Gas Inlet Connection)	-	0	-
15.0(Strength and Rigidity)	-	0	-
15.0(Strength and Rigidity)	-	0	-
15.0(Strength and Rigidity)	-	0	-
15.0(Strength and Rigidity)	-	0	-
17.0(Gas Consumption Test)	-	0	-
17.0(Gas Consumption Test)	-	0	-
17.0(Gas Consumption Test)	-	0	-
17.0(Gas Consumption Test)	-	0	-
17.0(Gas Consumption Test)	-	0	-
17.0(Gas Consumption Test)	-	0	-
17.2(Gas Consumption Test - For Gas Stoves)	-	0	-
17.2 (a)(Gas Consumption Test - For Gas Stoves)	-	0	-
17.2 (b)(Gas Consumption Test - For Gas Stoves)	-	0	-
17.2 (c)(Gas Consumption Test - For Gas Stoves)	-	0	-
17.3(Gas Consumption Test - For Built in Hobs)	-	0	-
17.3.1(Gas Consumption Test - For Built in Hobs)	-	0	-
17.3.2(Gas Consumption Test - For Built in Hobs)	-	0	-
18.1(Ignition and Flame Travel)	-	0	-
18.1(Ignition and Flame Travel)	-	0	-
18.2(Ignition and Flame Travel)	-	0	-
18.3(Ignition and Flame Travel)	-	0	-
18.4(Ignition and Flame Travel - Cl. 14 of IS 5116)	-	0	-
18.4(Ignition and Flame Travel - Cl. 14 of IS 5116)	-	0	-
18.4(Ignition and Flame Travel - Cl. 14 of IS 5116)	-	0	-
18.4(Ignition and Flame Travel - Cl. 14 of IS 5116)	-	0	-
18.4(Ignition and Flame Travel - Cl. 14 of IS 5116)	-	0	-
18.4(Ignition and Flame Travel - Cl. 14 of IS 5116)	-	0	-
19.1(Flame Stability)	-	0	-
19.1.1(Flame Stability)	-	0	-
19.2(Flame Stability)	-	0	-
19.3(Flame Stability)	-	0	-
20(Noise Control)	-	0	-
21(Flash Back)	-	0	-
22(Formation of Soot)	-	0	-
23(Resistance to Draught)	-	0	-
24.1(Combustion)	-	0	-
24.1(Combustion)	-	0	-
24.2(Combustion)	-	0	-
25.1(Fire Hazard and Limiting Temperatures)	-	0	-
25.1(Fire Hazard and Limiting Temperatures)	-	0	-
25.1(Fire Hazard and Limiting Temperatures)	-	0	-
25.1(Fire Hazard and Limiting Temperatures)	-	0	-
25.2(Fire Hazard and Limiting Temperatures)	-	0	-
26.1(Thermal Efficiency- Gas Stoves)	-	0	-
26.1(Thermal Efficiency- Gas Stoves)	-	0	-
26.1(Thermal Efficiency- Gas Stoves)	-	0	-
26.1(Thermal Efficiency- Gas Stoves)	-	0	-
26.1(Thermal Efficiency- Gas Stoves)	-	0	-
26.2(Thermal Efficiency- For Built in Hobs)	-	0	-
26.2(Thermal Efficiency- For Built in Hobs)	-	0	-
26.2(Thermal Efficiency- For Built in Hobs)	-	0	-
26.2(Thermal Efficiency- For Built in Hobs)	-	0	-
26.2(Thermal Efficiency- For Built in Hobs)	-	0	-
4.1(General - IS 4246 : 2025)	-	0	-
4.1(General - IS 4246 : 2025)	-	0	-
4.1.1(General - IS 4246 : 2025)	-	0	-
5(Materials - Cl. 5 of IS 5116)	-	0	-
5.1.1(Materials - Toughened glass, if provided,)	-	0	-
5.1.1(Materials - Toughened glass, if provided,)	-	0	-
5.1.1(Materials - Toughened glass, if provided,)	-	0	-
5.1.1(Materials - Toughened glass, if provided,)	-	0	-
5.1.1(Materials - Toughened glass, if provided,)	-	0	-
5.1.1(Materials - Toughened glass, if provided,)	-	0	-
5.1.1(Materials - Toughened glass, if provided,)	-	0	-
5.1.1(Materials - Toughened glass, if provided,)	-	0	-
5.1.1(Materials - Toughened glass, if provided,)	-	0	-
5.1(Materials - IS 5116)	-	0	-
5.1(Materials - IS 5116)	-	0	-
5.1.1(Materials - IS 5116)	-	0	-
5.1.1(Materials - IS 5116)	-	0	-
5.2(Materials - IS 5116)	-	0	-
5.2(Materials - IS 5116)	-	0	-
5.3(Materials - IS 5116)	-	0	-
5.5(Materials - IS 5116)	-	0	-
5.5(Materials - IS 5116)	-	0	-
5.5(Materials - IS 5116)	-	0	-
5.7(Materials - IS 5116)	-	0	-
6.1(Design for Maintainance)	-	0	-
6.1(Design for Maintainance)	-	0	-
6.2(Design for Maintainance)	-	0	-
6.2(Design for Maintainance)	-	0	-
6.3(Design for Maintainance)	-	0	-
6.4(Design for Maintainance)	-	0	-
6.5(Design for Maintainance)	-	0	-
6.6(Design for Maintainance)	-	0	-
7.0(Rigidity and Stability)	-	0	-
7.1(Rigidity and Stability)	-	0	-
7.2(Rigidity and Stability)	-	0	-
7.3(Rigidity and Stability)	-	0	-
8.1(Workmanship and Finish - Cl. 7 of IS 5116)	-	0	-
8.1(Workmanship and Finish - Cl. 7 of IS 5116)	-	0	-
8.1(Workmanship and Finish - Cl. 7 of IS 5116)	-	0	-
8.1(Workmanship and Finish - Cl. 7 of IS 5116)	-	0	-
8.1(Workmanship and Finish - Cl. 7 of IS 5116)	-	0	-
8.1(Workmanship and Finish - Cl. 7 of IS 5116)	-	0	-
8.1(Workmanship and Finish - Cl. 7 of IS 5116)	-	0	-
8.1(Workmanship and Finish - Cl. 7 of IS 5116)	-	0	-
8.1(Workmanship and Finish - Cl. 7 of IS 5116)	-	0	-
8.1(Workmanship and Finish - Cl. 7 of IS 5116)	-	0	-
8.1(Workmanship and Finish - Cl. 7 of IS 5116)	-	0	-
8.1(Workmanship and Finish - Cl. 7 of IS 5116)	-	0	-
8.2(Workmanship and Finish -)	-	0	-
8.3(Workmanship and Finish -)	-	0	-
9(Gas Taps- Cl. 8 of IS 5116 (Except 8.7 and 8.11.1))	-	0	-
9(Gas Taps- Cl. 8 of IS 5116 (Except 8.7 and 8.11.1))	-	0	-
9(Gas Taps- Cl. 8 of IS 5116 (Except 8.7 and 8.11.1))	-	0	-
9(Gas Taps- Cl. 8 of IS 5116 (Except 8.7 and 8.11.1))	-	0	-
9(Gas Taps- Cl. 8 of IS 5116 (Except 8.7 and 8.11.1))	-	0	-
9(Gas Taps- Cl. 8 of IS 5116 (Except 8.7 and 8.11.1))	-	0	-
9(Gas Taps- Cl. 8 of IS 5116 (Except 8.7 and 8.11.1))	-	0	-
9(Gas Taps- Cl. 8 of IS 5116 (Except 8.7 and 8.11.1))	-	0	-
9(Gas Taps- Cl. 8 of IS 5116 (Except 8.7 and 8.11.1))	-	0	-
9(Gas Taps- Cl. 8 of IS 5116 (Except 8.7 and 8.11.1))	-	0	-
9(Gas Taps- Cl. 8 of IS 5116 (Except 8.7 and 8.11.1))	-	0	-
9(Gas Taps- Cl. 8 of IS 5116 (Except 8.7 and 8.11.1))	-	0	-
9(Gas Taps- Cl. 8 of IS 5116 (Except 8.7 and 8.11.1))	-	0	-
9(Gas Taps- Cl. 8 of IS 5116 (Except 8.7 and 8.11.1))	-	0	-
9(Gas Taps- Cl. 8 of IS 5116 (Except 8.7 and 8.11.1))	-	0	-
9(Gas Taps- Cl. 8 of IS 5116 (Except 8.7 and 8.11.1))	-	0	-
9(Gas Taps- Cl. 8 of IS 5116 (Except 8.7 and 8.11.1))	-	0	-
9(Gas Taps- Cl. 8 of IS 5116 (Except 8.7 and 8.11.1))	-	0	-
9(Gas Taps- Cl. 8 of IS 5116 (Except 8.7 and 8.11.1))	-	0	-
9(Gas Taps- Cl. 8 of IS 5116 (Except 8.7 and 8.11.1))	-	0	-
9(Gas Taps- Cl. 8 of IS 5116 (Except 8.7 and 8.11.1))	-	0	-
9(Gas Taps- Cl. 8 of IS 5116 (Except 8.7 and 8.11.1))	-	0	-
9(Gas Taps- Cl. 8 of IS 5116 (Except 8.7 and 8.11.1))	-	0	-
10(Injector Jets)	-	0	-
10(Injector Jets)	-	0	-
10(Injector Jets)	-	0	-
10(Injector Jets)	-	0	-
10(Injector Jets)	-	0	-
10(Injector Jets)	-	0	-
11.1(Burners- Cl. 10 of IS 5116)	-	0	-
11.1(Burners- Cl. 10 of IS 5116)	-	0	-
11.1(Burners- Cl. 10 of IS 5116)	-	0	-
11.1(Burners- Cl. 10 of IS 5116)	-	0	-
11.1(Burners- Cl. 10 of IS 5116)	-	0	-
11.2(Burners)	-	0	-
11.3(Burners)	-	0	-
11.4(Burners)	-	0	-
12.1(Burner Pan Support)	-	0	-
12.2(Burner Pan Support)	-	0	-
12.3(Burner Pan Support)	-	0	-
13.1(Gas Soundness Test - Cl. 16 of IS 5116)	-	0	-
13,2(Gas Soundness Test)	-	0	-
13.2(Gas Leak Detector)	-	0	-
14.1(Gas Inlet Connection - Cl. 18 of IS 5116)	-	0	-
14.1(Gas Inlet Connection - Cl. 18 of IS 5116)	-	0	-
14.1(Gas Inlet Connection - Cl. 18 of IS 5116)	-	0	-
14.1(Gas Inlet Connection - Cl. 18 of IS 5116)	-	0	-
14.1(Gas Inlet Connection - Cl. 18 of IS 5116)	-	0	-
14.1(Gas Inlet Connection - Cl. 18 of IS 5116)	-	0	-
14.1(Gas Inlet Connection - Cl. 18 of IS 5116)	-	0	-
14.1(Gas Inlet Connection - Cl. 18 of IS 5116)	-	0	-
14.1(Gas Inlet Connection - Cl. 18 of IS 5116)	-	0	-
14.1(Gas Inlet Connection - Cl. 18 of IS 5116)	-	0	-
14.1(Gas Inlet Connection - Cl. 18 of IS 5116)	-	0	-
14.1(Gas Inlet Connection - Cl. 18 of IS 5116)	-	0	-
14.1(Gas Inlet Connection - Cl. 18 of IS 5116)	-	0	-
14.2(Gas Inlet Connection)	-	0	-
14.2(Gas Inlet Connection)	-	0	-
14.2(Gas Inlet Connection)	-	0	-
14.2(Gas Inlet Connection)	-	0	-
14.3(Gas Inlet Connection)	-	0	-
14.4(Gas Inlet Connection)	-	0	-
14.5(Gas Inlet Connection - Cl. 17.3 of IS 5116)	-	0	-
14.6(Gas Inlet Connection)	-	0	-
15.0(Strength and Rigidity)	-	0	-
15.0(Strength and Rigidity)	-	0	-
15.0(Strength and Rigidity)	-	0	-
15.0(Strength and Rigidity)	-	0	-
17.0(Gas Consumption Test)	-	0	-
17.0(Gas Consumption Test)	-	0	-
17.0(Gas Consumption Test)	-	0	-
17.0(Gas Consumption Test)	-	0	-
17.0(Gas Consumption Test)	-	0	-
17.0(Gas Consumption Test)	-	0	-
17.2(Gas Consumption Test - For Gas Stoves)	-	0	-
17.2 (a)(Gas Consumption Test - For Gas Stoves)	-	0	-
17.2 (b)(Gas Consumption Test - For Gas Stoves)	-	0	-
17.2 (c)(Gas Consumption Test - For Gas Stoves)	-	0	-
17.3(Gas Consumption Test - For Built in Hobs)	-	0	-
17.3.1(Gas Consumption Test - For Built in Hobs)	-	0	-
17.3.2(Gas Consumption Test - For Built in Hobs)	-	0	-
18.1(Ignition and Flame Travel)	-	0	-
18.1(Ignition and Flame Travel)	-	0	-
18.2(Ignition and Flame Travel)	-	0	-
18.3(Ignition and Flame Travel)	-	0	-
18.4(Ignition and Flame Travel - Cl. 14 of IS 5116)	-	0	-
18.4(Ignition and Flame Travel - Cl. 14 of IS 5116)	-	0	-
18.4(Ignition and Flame Travel - Cl. 14 of IS 5116)	-	0	-
18.4(Ignition and Flame Travel - Cl. 14 of IS 5116)	-	0	-
18.4(Ignition and Flame Travel - Cl. 14 of IS 5116)	-	0	-
18.4(Ignition and Flame Travel - Cl. 14 of IS 5116)	-	0	-
19.1(Flame Stability)	-	0	-
19.1.1(Flame Stability)	-	0	-
19.2(Flame Stability)	-	0	-
19.3(Flame Stability)	-	0	-
20(Noise Control)	-	0	-
21(Flash Back)	-	0	-
22(Formation of Soot)	-	0	-
23(Resistance to Draught)	-	0	-
24.1(Combustion)	-	0	-
24.1(Combustion)	-	0	-
24.2(Combustion)	-	0	-
25.1(Fire Hazard and Limiting Temperatures)	-	0	-
25.1(Fire Hazard and Limiting Temperatures)	-	0	-
25.1(Fire Hazard and Limiting Temperatures)	-	0	-
25.1(Fire Hazard and Limiting Temperatures)	-	0	-
25.2(Fire Hazard and Limiting Temperatures)	-	0	-
26.1(Thermal Efficiency- Gas Stoves)	-	0	-
26.1(Thermal Efficiency- Gas Stoves)	-	0	-
26.1(Thermal Efficiency- Gas Stoves)	-	0	-
26.1(Thermal Efficiency- Gas Stoves)	-	0	-
26.1(Thermal Efficiency- Gas Stoves)	-	0	-
26.2(Thermal Efficiency- For Built in Hobs)	-	0	-
26.2(Thermal Efficiency- For Built in Hobs)	-	0	-
26.2(Thermal Efficiency- For Built in Hobs)	-	0	-
26.2(Thermal Efficiency- For Built in Hobs)	-	0	-
26.2(Thermal Efficiency- For Built in Hobs)	-	0	-

10 Mar, 2027

-
Included w.e.f. 30.01.2026

IS 18256 (2023)

Solid Round Glass Fibre Reinforced Polymer (GFRP) Bars for Concrete Reinforcement - Specification

All

116000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
(clause 5.1)(Fibre content (mass fraction))	-	4000	-
(clause 5.2)(Glass transition temperature)	-	8000	-
(clause 5.3)(Degree of Cure)	-	5000	-
(clause 5.4.2)(Measured cross sectional area)	-	2000	-
(Table 1)("Minimum bend radius in case of bent bars")	-	4000	-
(clause 6.1 and 8.2.3)(Ultimate Tensile force)	-	5800	-
(clause 6.2)(Tensile modulus of elasticity)	-	7500	-
(clause 6.3)(Ultimate Tensile Strain)	-	3000	-
(clause 6.4)(Transverse shear strength)	-	5000	-
(clause 6.5)(Bond Strength)	-	15000	-
(clause 6.6)(Fatigue Tensile Strength)	-	0	-
(clause 6.7)(Creep Failure)	-	0	-
(clause 7.1)("Moisture absorption (Short term & Long Term)")	-	10000	Short term = 2500, Long-term = 7500
(clause 7.2)(Resistance to Alkaline Environment)	-	35000	-
(clause 7.3)(Longitudinal Wicking)	-	0	-
(clause 8.2.4)(Guaranteed ultimate tensile force at 90 degree and tensile modulus of elasticity of bent bar)	-	12500	-

10 Mar, 2027

-
Included w.e.f. 04.11.2025 Exclusion: (clause 6.6) (Fatigue Tensile Strength), (clause 6.7) (Creep Failure), (clause 7.3) (Longitudinal Wicking)

IS 1328 (2025)

Veneered Decorative Plywood - Specification ( Fourth Revision )

All

3850 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 4.1(Grades)	-	500	-
Cl 4.2(Type)	-	500	-
Cl 4.3(Formaldehyde Class)	-	5500	-
Cl 5.2(Adhesive)	-	6400	-
Cl 7.1(Surface Requirements- For Type 1)	-	200	-
Cl 7.2(Surface Requirements- For Type 2)	-	200	-
Cl 7.3(Surface Requirements- For Type 3)	-	200	-
Cl 7.4(Surface Requirements- For Type 4)	-	200	-
Cl 8.1(Dimensions (Length and Width))	-	1000	-
Cl 8.2(Dimensions (Thickness))	-	500	-
Cl 8.3(Squareness and Edge Straightness as Per Annex B)	-	850	-
Cl 8.4- Table 1(Tolerances)	-	0	-
Cl 11.3(Moisture Content)	-	150	-
Cl 11.4.1(a)(Water Resistance Test( For MR Grade))	-	2500	-
Cl 11.4.1(b)(Water Resistance Test( For BWR Grade))	-	2500	-
Cl 11.4.1(c)(Water Resistance Test( For BWP Grade))	-	2500	-
Cl 11.5(Formaldehyde Content Test)	-	5500	-
Cl 11.6(Steady - State Formaldehyde Emission Test ( Optional Test))	-	6500	-
Cl 12(Marking)	-	200	-

10 Mar, 2027

-
Included w.e.f.09.10.2025

IS 13487 (2024)

Irrigation Equipment — Emitters — Specification

All

5287 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl-5.1(Connections)	-	500	-
Cl-5.2(Emitter Ends)	-	200	-
Cl-5.3(Materials)	-	0	-
Cl-6.1(Test Specimens)	-	0	-
Cl-6.2.1(polyethylene pipe)	-	0	-
Cl-6.2.2("grease or chemicals ")	-	0	-
Cl-6.2.3(water temperature)	-	1000	-
Cl-6.3(Accuracy or Measuring Devices)	-	500	-
Cl-7.1(Construction and Workmanship)	-	500	-
Cl-7.2(Flow Paths in Emitter)	-	500	-
Cl-7.3(Resistance to Hydrostatic Pressure)	-	2000	-
Cl-7.4(Emitter Pull-Out)	-	1000	-
Cl-7.4.1(In-Line Emitters)	-	1000	-
Cl-7.4.2(On-Line Emitters)	-	1000	-
Cl-8.1.1(Uniformity of Emission Rate)	-	1000	-
Cl-8.1.2(Emission Rate as Function of Inlet Pressure)	-	1000	-
Cl-8.1.3(Determination of Emitter Exponent)	-	1000	-
Cl-9(Marking)	-	500	-
Cl-5.1(Connections)	-	500	-
Cl-5.2(Emitter Ends)	-	500	-
Cl-5.3(Materials)	-	500	-
Cl-6.1(Test Specimens)	-	0	-
Cl-6.2.1(polyethylene pipe)	-	0	-
Cl-6.2.2("grease or chemicals ")	-	0	-
Cl-6.2.3(water temperature)	-	1000	-
Cl-6.3(Accuracy or Measuring Devices)	-	500	-
Cl-7.1(Construction and Workmanship)	-	500	-
Cl-7.2(Flow Paths in Emitter)	-	500	-
Cl-7.3(Resistance to Hydrostatic Pressure)	-	2000	-
Cl-7.4(Emitter Pull-Out)	-	1000	-
Cl-7.4.1(In-Line Emitters)	-	1000	-
Cl-7.4.2(On-Line Emitters)	-	1000	-
Cl-8.1.1(Uniformity of Emission Rate)	-	1000	-
Cl-8.1.2(Emission Rate as Function of Inlet Pressure)	-	1000	-
Cl-8.1.3(Determination of Emitter Exponent)	-	1000	-
Cl-9(Marking)	-	500	-
Cl-5.1(Connections)	-	0	-
Cl-5.2(Emitter Ends)	-	0	-
Cl-5.3(Materials)	-	0	-
Cl-6.1(Test Specimens)	-	0	-
Cl-6.2.1(polyethylene pipe)	-	0	-
Cl-6.2.2("grease or chemicals ")	-	0	-
Cl-6.2.3(water temperature)	-	0	-
Cl-6.3(Accuracy or Measuring Devices)	-	0	-
Cl-7.1(Construction and Workmanship)	-	0	-
Cl-7.2(Flow Paths in Emitter)	-	0	-
Cl-7.3(Resistance to Hydrostatic Pressure)	-	0	-
Cl-7.4(Emitter Pull-Out)	-	0	-
Cl-7.4.1(In-Line Emitters)	-	0	-
Cl-7.4.2(On-Line Emitters)	-	0	-
Cl-8.1.1(Uniformity of Emission Rate)	-	0	-
Cl-8.1.2(Emission Rate as Function of Inlet Pressure)	-	0	-
Cl-8.1.3(Determination of Emitter Exponent)	-	0	-
Cl-9(Marking)	-	0	-
Cl-5.1(Connections)	-	0	-
Cl-5.2(Emitter Ends)	-	0	-
Cl-5.3(Materials)	-	0	-
Cl-6.1(Test Specimens)	-	0	-
Cl-6.2.1(polyethylene pipe)	-	0	-
Cl-6.2.2("grease or chemicals ")	-	0	-
Cl-6.2.3(water temperature)	-	0	-
Cl-6.3(Accuracy or Measuring Devices)	-	0	-
Cl-7.1(Construction and Workmanship)	-	0	-
Cl-7.2(Flow Paths in Emitter)	-	0	-
Cl-7.3(Resistance to Hydrostatic Pressure)	-	0	-
Cl-7.4(Emitter Pull-Out)	-	0	-
Cl-7.4.1(In-Line Emitters)	-	0	-
Cl-7.4.2(On-Line Emitters)	-	0	-
Cl-8.1.1(Uniformity of Emission Rate)	-	0	-
Cl-8.1.2(Emission Rate as Function of Inlet Pressure)	-	0	-
Cl-8.1.3(Determination of Emitter Exponent)	-	0	-
Cl-9(Marking)	-	0	-
Cl-5.1(Connections)	-	-	-
Cl-5.2(Emitter Ends)	-	-	-
Cl-5.3(Materials)	-	-	-
Cl-6.1(Test Specimens)	-	-	-
Cl-6.2.1(polyethylene pipe)	-	-	-
Cl-6.2.2("grease or chemicals ")	-	-	-
Cl-6.2.3(water temperature)	-	-	-
Cl-6.3(Accuracy or Measuring Devices)	-	-	-
Cl-7.1(Construction and Workmanship)	-	-	-
Cl-7.2(Flow Paths in Emitter)	-	-	-
Cl-7.3(Resistance to Hydrostatic Pressure)	-	-	-
Cl-7.4(Emitter Pull-Out)	-	-	-
Cl-7.4.1(In-Line Emitters)	-	-	-
Cl-7.4.2(On-Line Emitters)	-	-	-
Cl-8.1.1(Uniformity of Emission Rate)	-	-	-
Cl-8.1.2(Emission Rate as Function of Inlet Pressure)	-	-	-
Cl-8.1.3(Determination of Emitter Exponent)	-	-	-
Cl-9(Marking)	-	-	-

10 Mar, 2027

-
included w.e.f 11-12-2025.

IS 21 (2025)

Wrought Aluminium and Aluminium Alloys for Manufacture of Utensils - Specification (Fifth Revision)

All Type

5700 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl-4(General requirements)	-	200	-
Cl-5.1(Material)	-	200	-
Cl-5.2(Chemical composition and mechanical properties of grades in Cl 5.1)	-	3600	-
Cl-5.3.1 a("Wrought Aluminium (with Minimum 99 Percent Al Content)- Iron+ Silicon")	-	300	-
Cl-5.3.1 b("Wrought Aluminium (with Minimum 99 Percent Al Content)- Chromium")	-	300	-
Cl-5.3.1 b("Wrought Aluminium (with Minimum 99 Percent Al Content)- Magnesium")	-	300	-
Cl-5.3.1 b("Wrought Aluminium (with Minimum 99 Percent Al Content)- Manganese")	-	300	-
Cl-5.3.1 b("Wrought Aluminium (with Minimum 99 Percent Al Content)- Nickel")	-	300	-
Cl-5.3.1 b("Wrought Aluminium (with Minimum 99 Percent Al Content)- Zinc")	-	300	-
Cl-5.3.1 b("Wrought Aluminium (with Minimum 99 Percent Al Content)- Titanium")	-	300	-
Cl-5.3.1 b("Wrought Aluminium (with Minimum 99 Percent Al Content)- Tin")	-	300	-
Cl-5.3.1 c("Wrought Aluminium (with Minimum 99 Percent Al Content)- Copper")	-	300	-
Cl-5.3.1 Note 1("Wrought Aluminium (with Minimum 99 Percent Al Content)- Aluminium")	-	300	-
Cl-5.3.1 d("Wrought Aluminium (with Minimum 99 Percent Al Content)- Others")	-	300	-
Cl-5.3.2, Table-1 (i)(Wrought Aluminium Alloys-Silicon)	-	300	-
Cl-5.3.2, Table-1 (ii)(Wrought Aluminium Alloys-Iron)	-	300	-
Cl-5.3.2, Table-1 (iii)(Wrought Aluminium Alloys-Copper)	-	300	-
Cl-5.3.2, Table-1 (iv)(Wrought Aluminium Alloys-Manganese)	-	300	-
Cl-5.3.2, Table-1 (v)(Wrought Aluminium Alloys-Magnesium)	-	300	-
Cl-5.3.2, Table-1 (vi)(Wrought Aluminium Alloys-Chromium)	-	300	-
Cl-5.3.2, Table-1 (vii)(Wrought Aluminium Alloys-Nickel)	-	300	-
Cl-5.3.2, Table-1 (viii)(Wrought Aluminium Alloys-Zinc)	-	300	-
Cl-5.3.2, Table-1 (ix)(Wrought Aluminium Alloys -Zirconium)	-	500	-
Cl-5.3.2, Table-1 (x)(Wrought Aluminium Alloys - Titanium)	-	300	-
Cl-5.3.2, Table-1 (Note 3)(Wrought Aluminium Alloys- Aluminium)	-	500	-
Cl-5.3.2, Table-1 (xi)(Wrought Aluminium Alloys- Others)	-	300	-
Cl 5.4(Lead)	-	500	-
Cl 5.4(Cadmium)	-	500	-
Cl 5.4(Arsenic)	-	500	-
Cl-7(Dimension)	-	1500	-
Cl-8(EARING TEST (OPTIONAL TEST))	-	0	-

10 Mar, 2027

-
Included w.e.f.23.07.2025

IS 2508 (2024)

Polyethylene Films and Sheets â Specification (Fourth Revision)

All

27000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.1.4 Sl No. (i) of Table 1, Table 2, Table 3 & Table 4.(Density - IS 13360 : Part 3 : Sec 10 : 2021)	-	750	-
5.1.6(Black Film- Carbon black - IS 2508:2024)	-	1000	-
5.1.6(Ash content - IS 2508: 2024)	-	750	-
5.1.6(carbon black dispersion - IS 2530: 1963)	-	1000	-
5.1.1(Appearance)	-	200	-
5.1.2(Film Form)	-	500	-
5.1.3(Odour)	-	500	-
5.1.5(Melt Flow Index- IS 13360 : Part 4 : Sec 1 : subsec 1 or IS 13360 : Part 4 : Sec 1 : subsec 2)	-	1500	-
5.2.1.1/ Table-1,2,3 &4(Nominal Thickness, Annex C,)	-	250	-
5.2.1.2(Nominal Width)	-	250	-
6, Type 1 (LDPE/LLDPE) /Table-1("Tensile strength at break-Machine direction, IS 13360 (Part 5/Sec 1) and IS 13360 (Part 5/ Sec 3)")	-	1500	-
6/Table-1("Tensile strength at break-Transverse direction, IS 13360 (Part 5/Sec 1) and IS 13360 (Part 5/ Sec 3)")	-	1500	-
6/Table-1("Elongation % at break, -Machine direction,IS 13360 (Part 5/Sec 1) and IS 13360 (Part 5/ Sec 3)")	-	1000	-
6/Table-1("Elongation % at break, -Transverse direction,IS 13360 (Part 5/Sec 1) and IS 13360 (Part 5/ Sec 3)")	-	1000	-
6/Table-1("Ageing test at (70 ± 1) ºC for 7 days-Machine Direction, IS 7016 (Part 8) followed by IS 13360 (Part 5/Sec 1) and IS 13360 (Part 5/Sec 3)")	-	2000	-
6/Table-1("Ageing test at (70 ± 1) ºC for 7 days- Transverse Direction, IS 7016 (Part 8) followed by IS 13360 (Part 5/Sec 1) and IS 13360 (Part 5/Sec 3)")	-	2000	-
6/Table-1(Dart impact strength,Method B of IS 13360 (Part 5/Sec 6))	-	800	-
6/Table-1(Tear resistance -Machine direction, IS 13360 (Part 5/Sec 23))	-	1000	-
6/Table-1(Tear resistance-Transverse direction, IS 13360 (Part 5/Sec 23))	-	1000	-
" 7, Type 2 (HDPE/PE) /Table-2"("Tensile strength at break-Machine direction, IS 13360 (Part 5/Sec 1) and IS 13360 (Part 5/ Sec 3)")	-	0	-
" 7/Table-2"("Tensile strength at break-Transverse direction, IS 13360 (Part 5/Sec 1) and IS 13360 (Part 5/ Sec 3)")	-	0	-
" 7/Table-2"("Elongation % at break, -Machine direction,IS 13360 (Part 5/Sec 1) and IS 13360 (Part 5/ Sec 3)")	-	0	-
" 7/Table-2"("Elongation % at break, -Transverse direction,IS 13360 (Part 5/Sec 1) and IS 13360 (Part 5/ Sec 3)")	-	0	-
" 7/Table-2"("Ageing test at (70 ± 1) ºC for 7 days-Machine Direction, IS 7016 (Part 8) followed by IS 13360 (Part 5/Sec 1) and IS 13360 (Part 5/Sec 3)")	-	0	-
" 7/Table-2"("Ageing test at (70 ± 1) ºC for 7 days- Transverse Direction, IS 7016 (Part 8) followed by IS 13360 (Part 5/Sec 1) and IS 13360 (Part 5/Sec 3)")	-	0	-
" 7/Table-2"(Dart impact strength,Method B of IS 13360 (Part 5/Sec 6))	-	0	-
8, Type 3 (LDPE/LLDPE, PE) /Table-3("Average Tensile Break strength- Machine Direction, IS 13360 (Part 5/Sec 1) and IS 13360 (Part 5/Sec 3)")	-	0	-
8/Table-3("Average Tensile Break strength- Transverse Direction, IS 13360 (Part 5/Sec 1) and IS 13360 (Part 5/Sec 3)")	-	0	-
8/Table-3("Average Tensile Break Elongation %-Machine Direction, IS 13360 (Part 5/Sec 1) and IS 13360 (Part 5/Sec 3)")	-	0	-
8/Table-3("Average Tensile Break Elongation %-Transverse Direction, IS 13360 (Part 5/Sec 1) and IS 13360 (Part 5/Sec 3)")	-	0	-
8/Table-3(Average Tear resistance, IS 2508: 2024 Annex-D)	-	0	-
8/Table-3(Average Puncture resistance, IS 2508: 2024 Annex-E)	-	1000	-
9, Type 4 (HDPE/PE) /Table-4("Average Yield strength- Machine Direction, IS 13360 (Part 5/Sec 1) and IS 13360 (Part 5/Sec 3)")	-	1500	-
9/Table-4("Average Yield strength- Transverse Direction, IS 13360 (Part 5/Sec 1) and IS 13360 (Part 5/Sec 3)")	-	1500	-
9/Table-4("Average Tensile Break strength- Machine Direction, IS 13360 (Part 5/Sec 1) and IS 13360 (Part 5/Sec 3)")	-	0	-
9/Table-4("Average Tensile Break strength- Transverse Direction, IS 13360 (Part 5/Sec 1) and IS 13360 (Part 5/Sec 3)")	-	0	-
9/Table-4("Average Tensile yield Elongation %-Machine Direction, IS 13360 (Part 5/Sec 1) and IS 13360 (Part 5/Sec 3)")	-	1000	-
9/Table-4("Average Tensile yield Elongation %-Transverse Direction, IS 13360 (Part 5/Sec 1) and IS 13360 (Part 5/Sec 3)")	-	1000	-
9/Table-4(Average Tensile Break Elongation %-Machine Direction, IS 13360 (Part 5/Sec 1) and IS 13360 (Part 5/Sec 3))	-	0	-
9/Table-4(Average Tensile Break Elongation -Transverse Direction, IS 13360 (Part 5/Sec 1) and S 13360 (Part 5/Sec 3))	-	0	-
9/Table-4(Average Tear resistance, IS 2508: 2024 Annex-D)	-	0	-
5.1.4 Sl No. (i) of Table 1, Table 2, Table 3 & Table 4.(Density - IS 13360 : Part 3 : Sec 10 : 2021)	-	0	-
5.1.6(Black Film- Carbon black - IS 2508:2024)	-	0	-
5.1.6(Ash content - IS 2508: 2024)	-	0	-
5.1.6(carbon black dispersion - IS 2530: 1963)	-	0	-
5.1.1(Appearance)	-	0	-
5.1.2(Film Form)	-	0	-
5.1.3(Odour)	-	0	-
5.1.5(Melt Flow Index- IS 13360 : Part 4 : Sec 1 : subsec 1 or IS 13360 : Part 4 : Sec 1 : subsec 2)	-	0	-
5.2.1.1/ Table-1,2,3 &4(Nominal Thickness, Annex C,)	-	0	-
5.2.1.2(Nominal Width)	-	0	-
6, Type 1 (LDPE/LLDPE) /Table-1("Tensile strength at break-Machine direction, IS 13360 (Part 5/Sec 1) and IS 13360 (Part 5/ Sec 3)")	-	0	-
6/Table-1("Tensile strength at break-Transverse direction, IS 13360 (Part 5/Sec 1) and IS 13360 (Part 5/ Sec 3)")	-	0	-
6/Table-1("Elongation % at break, -Machine direction,IS 13360 (Part 5/Sec 1) and IS 13360 (Part 5/ Sec 3)")	-	0	-
6/Table-1("Elongation % at break, -Transverse direction,IS 13360 (Part 5/Sec 1) and IS 13360 (Part 5/ Sec 3)")	-	0	-
6/Table-1("Ageing test at (70 ± 1) ºC for 7 days-Machine Direction, IS 7016 (Part 8) followed by IS 13360 (Part 5/Sec 1) and IS 13360 (Part 5/Sec 3)")	-	0	-
6/Table-1("Ageing test at (70 ± 1) ºC for 7 days- Transverse Direction, IS 7016 (Part 8) followed by IS 13360 (Part 5/Sec 1) and IS 13360 (Part 5/Sec 3)")	-	0	-
6/Table-1(Dart impact strength,Method B of IS 13360 (Part 5/Sec 6))	-	0	-
6/Table-1(Tear resistance -Machine direction, IS 13360 (Part 5/Sec 23))	-	0	-
6/Table-1(Tear resistance-Transverse direction, IS 13360 (Part 5/Sec 23))	-	0	-
" 7, Type 2 (HDPE/PE) /Table-2"("Tensile strength at break-Machine direction, IS 13360 (Part 5/Sec 1) and IS 13360 (Part 5/ Sec 3)")	-	0	-
" 7/Table-2"("Tensile strength at break-Transverse direction, IS 13360 (Part 5/Sec 1) and IS 13360 (Part 5/ Sec 3)")	-	0	-
" 7/Table-2"("Elongation % at break, -Machine direction,IS 13360 (Part 5/Sec 1) and IS 13360 (Part 5/ Sec 3)")	-	0	-
" 7/Table-2"("Elongation % at break, -Transverse direction,IS 13360 (Part 5/Sec 1) and IS 13360 (Part 5/ Sec 3)")	-	0	-
" 7/Table-2"("Ageing test at (70 ± 1) ºC for 7 days-Machine Direction, IS 7016 (Part 8) followed by IS 13360 (Part 5/Sec 1) and IS 13360 (Part 5/Sec 3)")	-	0	-
" 7/Table-2"("Ageing test at (70 ± 1) ºC for 7 days- Transverse Direction, IS 7016 (Part 8) followed by IS 13360 (Part 5/Sec 1) and IS 13360 (Part 5/Sec 3)")	-	0	-
" 7/Table-2"(Dart impact strength,Method B of IS 13360 (Part 5/Sec 6))	-	0	-
8, Type 3 (LDPE/LLDPE, PE) /Table-3("Average Tensile Break strength- Machine Direction, IS 13360 (Part 5/Sec 1) and IS 13360 (Part 5/Sec 3)")	-	0	-
8/Table-3("Average Tensile Break strength- Transverse Direction, IS 13360 (Part 5/Sec 1) and IS 13360 (Part 5/Sec 3)")	-	0	-
8/Table-3("Average Tensile Break Elongation %-Machine Direction, IS 13360 (Part 5/Sec 1) and IS 13360 (Part 5/Sec 3)")	-	0	-
8/Table-3("Average Tensile Break Elongation %-Transverse Direction, IS 13360 (Part 5/Sec 1) and IS 13360 (Part 5/Sec 3)")	-	0	-
8/Table-3(Average Tear resistance, IS 2508: 2024 Annex-D)	-	0	-
8/Table-3(Average Puncture resistance, IS 2508: 2024 Annex-E)	-	0	-
9, Type 4 (HDPE/PE) /Table-4("Average Yield strength- Machine Direction, IS 13360 (Part 5/Sec 1) and IS 13360 (Part 5/Sec 3)")	-	0	-
9/Table-4("Average Yield strength- Transverse Direction, IS 13360 (Part 5/Sec 1) and IS 13360 (Part 5/Sec 3)")	-	0	-
9/Table-4("Average Tensile Break strength- Machine Direction, IS 13360 (Part 5/Sec 1) and IS 13360 (Part 5/Sec 3)")	-	0	-
9/Table-4("Average Tensile Break strength- Transverse Direction, IS 13360 (Part 5/Sec 1) and IS 13360 (Part 5/Sec 3)")	-	0	-
9/Table-4("Average Tensile yield Elongation %-Machine Direction, IS 13360 (Part 5/Sec 1) and IS 13360 (Part 5/Sec 3)")	-	0	-
9/Table-4("Average Tensile yield Elongation %-Transverse Direction, IS 13360 (Part 5/Sec 1) and IS 13360 (Part 5/Sec 3)")	-	0	-
9/Table-4(Average Tensile Break Elongation %-Machine Direction, IS 13360 (Part 5/Sec 1) and IS 13360 (Part 5/Sec 3))	-	0	-
9/Table-4(Average Tensile Break Elongation -Transverse Direction, IS 13360 (Part 5/Sec 1) and S 13360 (Part 5/Sec 3))	-	0	-
9/Table-4(Average Tear resistance, IS 2508: 2024 Annex-D)	-	0	-
Cl-4.2.3.1.4 (b)(Toluene Extract)	-	1500	-
Cl-4.2.3.1.4 (c)(Volatile Matter, Max)	-	1000	-
Cl-4.2.3.1.4 (d)(Carbon Black Particle Size)	-	0	-
Cl-4.2.3.1.4 (a)(Density)	-	0	-

10 Mar, 2027

-
Included w.e.f 16.12.2025 Exclusion: Cl-4.2.3.1.4 (e) (Tint Strength)

IS 444 (2025)

Rubber Hoses, Textile-Reinforced, for General-Purpose Water Applications - Specification (Sixth Revision)

All

8500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl-5(Material and Construction)	-	1000	-
Cl-6.1(Internal diameters and tolerances)	-	200	-
Cl-6.2(Concentricity)	-	200	-
Cl-6.3(Tolerance of length)	-	200	-
Cl-6.4(Minimum thickness of lining and cover)	-	300	-
Cl-7.1, Table-2 (i)(Minimum tensile strength)	-	1000	-
Cl-7.1, Table-2 (ii)(Minimum elongation at break)	-	1000	-
Cl-7.1, Table-2 (iii)("Resistance to ageing: Change in tensile strength from original value (max) . Change in elongation at break from original value (max)")	-	1500	-
Cl-7.2, Table-3 (i)(Proof pressure at 23 0 C)	-	2500	-
Cl-7.2, Table-3 (ii)(Change in length at proof pressure)	-	2500	-
Cl-7.2, Table-3 (iii)(Minimum burst pressure)	-	2500	-
Cl-7.2, Table-3 (iv)(Adhesion between component)	-	1000	-
Cl-7.2, Table-3 (v)(Ozone resistance)	-	3000	-
Cl-7.2, Table-3 (vi)(Flexibility at 23ºC)	-	1000	-
Cl-7.2, Table-3 (vii)(Low-temperature flexibility)	-	1000	-
Cl-8(Marking)	-	500	-
Cl-5(Material and Construction)	-	1000	-
Cl-6.1(Internal diameters and tolerances)	-	200	-
Cl-6.2(Concentricity)	-	200	-
Cl-6.3(Tolerance of length)	-	200	-
Cl-6.4(Minimum thickness of lining and cover)	-	300	-
Cl-7.1, Table-2 (i)(Minimum tensile strength)	-	1000	-
Cl-7.1, Table-2 (ii)(Minimum elongation at break)	-	1000	-
Cl-7.1, Table-2 (iii)("Resistance to ageing: Change in tensile strength from original value (max) . Change in elongation at break from original value (max)")	-	1500	-
Cl-7.2, Table-3 (i)(Proof pressure at 23 0 C)	-	1500	-
Cl-7.2, Table-3 (ii)(Change in length at proof pressure)	-	2500	-
Cl-7.2, Table-3 (iii)(Minimum burst pressure)	-	2500	-
Cl-7.2, Table-3 (iv)(Adhesion between component)	-	1000	-
Cl-7.2, Table-3 (v)(Ozone resistance)	-	3000	-
Cl-7.2, Table-3 (vi)(Flexibility at 23ºC)	-	1000	-
Cl-7.2, Table-3 (vii)(Low-temperature flexibility)	-	1000	-
Cl-8(Marking)	-	500	-

10 Mar, 2027

-
Included w.e.f. 22.09.2025

IS 2925 (1984)

Specification for industrial safety helmets (Second Revision)

All

12234 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
8.1(Performance Requirements)	-	4500	-
8.2(Performance Requirements)	-	2500	-
8.3(Performance Requirements)	-	5500	-
8.4(Performance Requirements)	-	4500	-
8.5(Performance Requirements)	-	1500	-
8.6(Performance Requirements)	-	2000	-
7.1(Construction)	-	1500	-
6.1(Construction)	-	500	-
5.5(Construction)	-	500	-
5.4(Construction)	-	1000	-
5.3(Construction)	-	1000	-
5.2(Construction)	-	1500	-
5.1(Construction)	-	500	-
4.1(Sizes)	-	500	-
3.3(Material)	-	1500	-
3.2(Material)	-	1500	-
3.1(Material)	-	500	-

10 Mar, 2027

-
Included w.e.f 20.05.2025

IS 204 : Part 1 (1991)

Tower bolts - Specification: Part 1 ferrous metals (Fifth Revision)

All

5500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4 -Table 5- i (Ref. Cl 7, Table 3, HR1 grade of IS 1079 : 2017)(Chemical composition - Carbon - IS 228)	-	1500	-
4 -Table 5- i (Ref. Cl 7, Table 3, HR1 grade of IS 1079 : 2017)(Chemical composition - Manganese - IS 228)	-	1500	-
4 -Table 5- i (Ref. Cl 7, Table 3, HR1 grade of IS 1079 : 2017)(Chemical composition - Phosphorus - IS 228)	-	1500	-
4 -Table 5- i (Ref. Cl 7, Table 3, HR1 grade of IS 1079 : 2017)(Chemical composition - Sulphur - IS 228)	-	1500	-
4 -Table 5- ii (Ref. Cl 5, Table 1, E300-C grade of IS 2062 : 2011)(Chemical composition - Carbon - IS 228)	-	1500	-
4 -Table 5- ii (Ref. Cl 5, Table 1, E300-C grade of IS 2062 : 2011)(Chemical composition - Manganese - IS 228)	-	1500	-
4 -Table 5- ii (Ref. Cl 5, Table 1, E300-C grade of IS 2062 : 2011)(Chemical composition - Sulphur - IS 228)	-	1500	-
4 -Table 5- ii (Ref. Cl 5, Table 1, E300-C grade of IS 2062 : 2011)(Chemical composition - Phosphorus - IS 228)	-	1500	-
4 -Table 5- ii (Ref. Cl 5, Table 1, E300-C grade of IS 2062 : 2011)(Chemical composition - Silicon - IS 228)	-	1500	-
4 -Table 5- ii (Ref. Cl 5, Table 1, E300-C grade of IS 2062 : 2011)(Chemical composition - Carbon Equivalen(CE) - IS 228)	-	1500	-
4 -Table 5- iii (Ref. Cl 6.1 of IS 210 : 2009)(Chemical composition - Sulphur and/or Phosphorous)	-	1500	-
4 -Table 5- iii (Ref. Cl 9.1 of IS 210 : 2009)(The microstructure shall be substantially free of primary cementite and/ or massive stead ite and shall consist oftlake graphite in a matrix offerrite or pearlite or mixture thereof.)	-	2500	-
4 -Table 5- iii (Ref. Cl 9.1.1 of IS 210 : 2009)(Graphite structute Distribution - IS 7754)	-	2500	-
5.1(General)	-	0	-
5.2.1 Table 1(Particulars-Barrel Tower Bolts)	-	0	-
5.2.2 Table 2(Particulars-Sami Barrel Tower Bolts)	-	0	-
5.2.3 Table 3(Particulars-Riveted or Spot Welded Tower Bolts)	-	0	-
5.2.4 Table 4(Particulars-Skeleton Tower Bolts)	-	0	-
6.1- Table 1(Dimension of Barrel tower bolts-1.Size 2.Length of Bolt-A 3.Length of Barrel-B 4.Width of Barrel-C 5.Dia of Bolt-D 6.Length of Socket-E 7.Thickness of mild steel sheet for barrel-F 8.Dia of bore of barrel or socket- G )	-	1000	-
6.1- Table 1(Dimension of Barrel tower bolts-Minimum No. of equally Spaced Screw holes in Barrel and Socket for wood screw no 6)	-	1000	-
6.2- Table 2(Dimension of Sami Barrel Tower Bolts 1.Size 2.Length of Bolt-A 3.Length of Bolt Plate-B 4.Width of Bolt Plate-C 5.Dia of Bolt-D 6.Length of Socket-E 7.Thickness of Bolt Plate or Socket-F 8.Dia of bore of Bolt Plate or socket G )	-	1000	-
6.2- Table 2(Dimension of Sami Barrel Tower Bolts-Minimum No. of equally Spaced Screw holes in Bolt Plate and Socket for wood screw no 6)	-	1000	-
6.3- Table 3(Dimension of Riveted or Spot Welded Tower Bolts- 1.Size 2.Length of Bolt-A 3.Length of Bolt Plate-B 4.Width of Bolt Plate-C 5.Dia of Bolt-D 6.Length of Socket-E 7. Length of Strap-E" 8.Thickness of Back Plate -F 9.Thickness of Socket or Upper Plate and Strap- F" 10.Dia of bore of Bolt Plate or socket- G 11. Length of Alternative Socket-H )	-	1000	-
6.3- Table 3(Dimension of Riveted or Spot Welded Tower Bolts-Minimum No. of equally Spaced Screw holes in Bolt Plate and Socket for wood screw no 6)	-	1000	-
6.4- Table 4(Dimension of Skeleton Tower Bolts 1.Size 2.Length of Bolt-A 3.Length of Bolt Plate-B 4.Width of Bolt Plate-C 5.Dia of Bolt-D 6.Length of Staple-E 7.Thickness of Plate or Staple -F 8.Dia of bore of Plate or Staple-G 9.Dia of shank of Knob-J)	-	1000	-
6.4- Table 4(Dimension of Skeleton Tower Bolts- Nos of Staples)	-	1000	-
6.4- Table 4(Dimension of Skeleton Tower Bolts-Minimum No. of Screw holes for wood screw no 6)	-	1000	-
8.1(MARKING- .)	-	500	-
8.1.1,(MARKING- )	-	500	-
9(PACKING)	-	0	-
7(Finish)	-	500	-
4 -Table 5- i (Ref. Cl 7, Table 3, HR1 grade of IS 1079 : 2017)(Chemical composition - Carbon - IS 228)	-	0	-
4 -Table 5- i (Ref. Cl 7, Table 3, HR1 grade of IS 1079 : 2017)(Chemical composition - Manganese - IS 228)	-	0	-
4 -Table 5- i (Ref. Cl 7, Table 3, HR1 grade of IS 1079 : 2017)(Chemical composition - Phosphorus - IS 228)	-	0	-
4 -Table 5- i (Ref. Cl 7, Table 3, HR1 grade of IS 1079 : 2017)(Chemical composition - Sulphur - IS 228)	-	0	-
4 -Table 5- ii (Ref. Cl 5, Table 1, E300-C grade of IS 2062 : 2011)(Chemical composition - Carbon - IS 228)	-	0	-
4 -Table 5- ii (Ref. Cl 5, Table 1, E300-C grade of IS 2062 : 2011)(Chemical composition - Manganese - IS 228)	-	0	-
4 -Table 5- ii (Ref. Cl 5, Table 1, E300-C grade of IS 2062 : 2011)(Chemical composition - Sulphur - IS 228)	-	0	-
4 -Table 5- ii (Ref. Cl 5, Table 1, E300-C grade of IS 2062 : 2011)(Chemical composition - Phosphorus - IS 228)	-	0	-
4 -Table 5- ii (Ref. Cl 5, Table 1, E300-C grade of IS 2062 : 2011)(Chemical composition - Silicon - IS 228)	-	0	-
4 -Table 5- ii (Ref. Cl 5, Table 1, E300-C grade of IS 2062 : 2011)(Chemical composition - Carbon Equivalen(CE) - IS 228)	-	0	-
4 -Table 5- iii (Ref. Cl 6.1 of IS 210 : 2009)(Chemical composition - Sulphur and/or Phosphorous)	-	0	-
4 -Table 5- iii (Ref. Cl 9.1 of IS 210 : 2009)(The microstructure shall be substantially free of primary cementite and/ or massive stead ite and shall consist oftlake graphite in a matrix offerrite or pearlite or mixture thereof.)	-	0	-
4 -Table 5- iii (Ref. Cl 9.1.1 of IS 210 : 2009)(Graphite structute Distribution - IS 7754)	-	0	-
5.1(General)	-	0	-
5.2.1 Table 1(Particulars-Barrel Tower Bolts)	-	0	-
5.2.2 Table 2(Particulars-Sami Barrel Tower Bolts)	-	0	-
5.2.3 Table 3(Particulars-Riveted or Spot Welded Tower Bolts)	-	0	-
5.2.4 Table 4(Particulars-Skeleton Tower Bolts)	-	0	-
6.1- Table 1(Dimension of Barrel tower bolts-1.Size 2.Length of Bolt-A 3.Length of Barrel-B 4.Width of Barrel-C 5.Dia of Bolt-D 6.Length of Socket-E 7.Thickness of mild steel sheet for barrel-F 8.Dia of bore of barrel or socket- G )	-	0	-
6.1- Table 1(Dimension of Barrel tower bolts-Minimum No. of equally Spaced Screw holes in Barrel and Socket for wood screw no 6)	-	0	-
6.2- Table 2(Dimension of Sami Barrel Tower Bolts 1.Size 2.Length of Bolt-A 3.Length of Bolt Plate-B 4.Width of Bolt Plate-C 5.Dia of Bolt-D 6.Length of Socket-E 7.Thickness of Bolt Plate or Socket-F 8.Dia of bore of Bolt Plate or socket G )	-	0	-
6.2- Table 2(Dimension of Sami Barrel Tower Bolts-Minimum No. of equally Spaced Screw holes in Bolt Plate and Socket for wood screw no 6)	-	0	-
6.3- Table 3(Dimension of Riveted or Spot Welded Tower Bolts- 1.Size 2.Length of Bolt-A 3.Length of Bolt Plate-B 4.Width of Bolt Plate-C 5.Dia of Bolt-D 6.Length of Socket-E 7. Length of Strap-E" 8.Thickness of Back Plate -F 9.Thickness of Socket or Upper Plate and Strap- F" 10.Dia of bore of Bolt Plate or socket- G 11. Length of Alternative Socket-H )	-	0	-
6.3- Table 3(Dimension of Riveted or Spot Welded Tower Bolts-Minimum No. of equally Spaced Screw holes in Bolt Plate and Socket for wood screw no 6)	-	0	-
6.4- Table 4(Dimension of Skeleton Tower Bolts 1.Size 2.Length of Bolt-A 3.Length of Bolt Plate-B 4.Width of Bolt Plate-C 5.Dia of Bolt-D 6.Length of Staple-E 7.Thickness of Plate or Staple -F 8.Dia of bore of Plate or Staple-G 9.Dia of shank of Knob-J)	-	0	-
6.4- Table 4(Dimension of Skeleton Tower Bolts- Nos of Staples)	-	0	-
6.4- Table 4(Dimension of Skeleton Tower Bolts-Minimum No. of Screw holes for wood screw no 6)	-	0	-
8.1(MARKING- .)	-	0	-
8.1.1,(MARKING- )	-	0	-
9(PACKING)	-	0	-
7(Finish)	-	0	-
4 -Table 5- i (Ref. Cl 7, Table 3, HR1 grade of IS 1079 : 2017)(Chemical composition - Carbon - IS 228)	-	1500	-
4 -Table 5- i (Ref. Cl 7, Table 3, HR1 grade of IS 1079 : 2017)(Chemical composition - Manganese - IS 228)	-	1500	-
4 -Table 5- i (Ref. Cl 7, Table 3, HR1 grade of IS 1079 : 2017)(Chemical composition - Phosphorus - IS 228)	-	1500	-
4 -Table 5- i (Ref. Cl 7, Table 3, HR1 grade of IS 1079 : 2017)(Chemical composition - Sulphur - IS 228)	-	1500	-
4 -Table 5- ii (Ref. Cl 5, Table 1, E300-C grade of IS 2062 : 2011)(Chemical composition - Carbon - IS 228)	-	1500	-
4 -Table 5- ii (Ref. Cl 5, Table 1, E300-C grade of IS 2062 : 2011)(Chemical composition - Manganese - IS 228)	-	1500	-
4 -Table 5- ii (Ref. Cl 5, Table 1, E300-C grade of IS 2062 : 2011)(Chemical composition - Sulphur - IS 228)	-	1500	-
4 -Table 5- ii (Ref. Cl 5, Table 1, E300-C grade of IS 2062 : 2011)(Chemical composition - Phosphorus - IS 228)	-	1500	-
4 -Table 5- ii (Ref. Cl 5, Table 1, E300-C grade of IS 2062 : 2011)(Chemical composition - Silicon - IS 228)	-	1500	-
4 -Table 5- ii (Ref. Cl 5, Table 1, E300-C grade of IS 2062 : 2011)(Chemical composition - Carbon Equivalen(CE) - IS 228)	-	1500	-
4 -Table 5- iii (Ref. Cl 6.1 of IS 210 : 2009)(Chemical composition - Sulphur and/or Phosphorous)	-	1500	-
4 -Table 5- iii (Ref. Cl 9.1 of IS 210 : 2009)(The microstructure shall be substantially free of primary cementite and/ or massive stead ite and shall consist oftlake graphite in a matrix offerrite or pearlite or mixture thereof.)	-	2500	-
4 -Table 5- iii (Ref. Cl 9.1.1 of IS 210 : 2009)(Graphite structute Distribution - IS 7754)	-	2500	-
5.1(General)	-	0	-
5.2.1 Table 1(Particulars-Barrel Tower Bolts)	-	0	-
5.2.2 Table 2(Particulars-Sami Barrel Tower Bolts)	-	0	-
5.2.3 Table 3(Particulars-Riveted or Spot Welded Tower Bolts)	-	0	-
5.2.4 Table 4(Particulars-Skeleton Tower Bolts)	-	0	-
6.1- Table 1(Dimension of Barrel tower bolts-1.Size 2.Length of Bolt-A 3.Length of Barrel-B 4.Width of Barrel-C 5.Dia of Bolt-D 6.Length of Socket-E 7.Thickness of mild steel sheet for barrel-F 8.Dia of bore of barrel or socket- G )	-	1500	-
6.1- Table 1(Dimension of Barrel tower bolts-Minimum No. of equally Spaced Screw holes in Barrel and Socket for wood screw no 6)	-	1500	-
6.2- Table 2(Dimension of Sami Barrel Tower Bolts 1.Size 2.Length of Bolt-A 3.Length of Bolt Plate-B 4.Width of Bolt Plate-C 5.Dia of Bolt-D 6.Length of Socket-E 7.Thickness of Bolt Plate or Socket-F 8.Dia of bore of Bolt Plate or socket G )	-	1500	-
6.2- Table 2(Dimension of Sami Barrel Tower Bolts-Minimum No. of equally Spaced Screw holes in Bolt Plate and Socket for wood screw no 6)	-	1500	-
6.3- Table 3(Dimension of Riveted or Spot Welded Tower Bolts- 1.Size 2.Length of Bolt-A 3.Length of Bolt Plate-B 4.Width of Bolt Plate-C 5.Dia of Bolt-D 6.Length of Socket-E 7. Length of Strap-E" 8.Thickness of Back Plate -F 9.Thickness of Socket or Upper Plate and Strap- F" 10.Dia of bore of Bolt Plate or socket- G 11. Length of Alternative Socket-H )	-	1500	-
6.3- Table 3(Dimension of Riveted or Spot Welded Tower Bolts-Minimum No. of equally Spaced Screw holes in Bolt Plate and Socket for wood screw no 6)	-	1500	-
6.4- Table 4(Dimension of Skeleton Tower Bolts 1.Size 2.Length of Bolt-A 3.Length of Bolt Plate-B 4.Width of Bolt Plate-C 5.Dia of Bolt-D 6.Length of Staple-E 7.Thickness of Plate or Staple -F 8.Dia of bore of Plate or Staple-G 9.Dia of shank of Knob-J)	-	1500	-
6.4- Table 4(Dimension of Skeleton Tower Bolts- Nos of Staples)	-	1500	-
6.4- Table 4(Dimension of Skeleton Tower Bolts-Minimum No. of Screw holes for wood screw no 6)	-	1500	-
8.1(MARKING- .)	-	0	-
8.1.1,(MARKING- )	-	0	-
9(PACKING)	-	0	-
7(Finish)	-	500	-

10 Mar, 2027

-
Included w.e.f 20.05.2025

IS 6529 (1996)

Stainless steel blooms, billets and slabs for forging - Specification (First Revision)

All

9450 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7.1,7.2,7.3 Table 1(Carbon-Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	300	-
7.1,7.2,7.3 Table 1(Silicon-Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	300	-
7.1,7.2,7.3 Table 1(Manganese-Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	300	-
7.1,7.2,7.3 Table 1(Nickel-Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	300	-
7.1,7.2,7.3 Table 1(Chromium-Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	300	-
7.1,7.2,7.3 Table 1(Molybdenum-Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	300	-
7.1,7.2,7.3 Table 1(Titanium-Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	300	-
7.1,7.2,7.3 Table 1(Niobium-Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	300	-
7.1,7.2,7.3 Table 1(Sulphur-Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	300	-
7.1,7.2,7.3 Table 1(Phosphorous-Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	300	-
7.1,7.2,7.3 Table 1(Others(Nitrogen)-Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	300	-
7.1,7.2,7.3 Table 1(Selenium-Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	300	-
7.3(Copper-Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	300	-
13(Corrosion Resistance- IS 10461(Part1))	-	2500	-
13(Corrosion Resistance- IS 10461(Part2))	-	2500	-
6(Freedom from defects)	-	500	-
9(Hardness)	-	1500	-
10(Dimensional Tolerances)	-	1000	-
Clause No.7.1,7.2,7.3 and 12.1 Table 1(Phosphorus)	-	300	-
Clause No.7.1,7.2,7.3 and 12.1 Table 1(Sulphur)	-	300	-
Clause No.7.1,7.2,7.3 and 12.1 Table 1(Niobium)	-	300	-
Clause No.7.1,7.2,7.3 and 12.1 Table 1(Titanium)	-	300	-
Clause No.7.1,7.2,7.3 and 12.1 Table 1(Molybdenum)	-	300	-
Clause No.7.1,7.2,7.3 and 12.1 Table 1(Chromium)	-	300	-
Clause No.7.1,7.2,7.3 and 12.1 Table 1(Nickel )	-	300	-
Clause No.7.1,7.2,7.3 and 12.1 Table 1(Manganese)	-	300	-
Clause No.7.1,7.2,7.3 and 12.1 Table 1(Silicon)	-	300	-
Clause No.7.1,7.2,7.3 and 12.1 Table 1(Carbon)	-	300	-
14(Marking)	-	500	-
14(Marking)	-	500	-
7.1,7.2,7.3 Table 1(Carbon-Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	0	-
7.1,7.2,7.3 Table 1(Silicon-Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	0	-
7.1,7.2,7.3 Table 1(Manganese-Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	0	-
7.1,7.2,7.3 Table 1(Nickel-Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	0	-
7.1,7.2,7.3 Table 1(Chromium-Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	0	-
7.1,7.2,7.3 Table 1(Molybdenum-Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	0	-
7.1,7.2,7.3 Table 1(Titanium-Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	0	-
7.1,7.2,7.3 Table 1(Niobium-Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	0	-
7.1,7.2,7.3 Table 1(Sulphur-Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	0	-
7.1,7.2,7.3 Table 1(Phosphorous-Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	0	-
7.1,7.2,7.3 Table 1(Others(Nitrogen)-Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	0	-
7.1,7.2,7.3 Table 1(Selenium-Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	0	-
7.3(Copper-Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	0	-
13(Corrosion Resistance- IS 10461(Part1))	-	0	-
13(Corrosion Resistance- IS 10461(Part2))	-	0	-
6(Freedom from defects)	-	0	-
9(Hardness)	-	0	-
10(Dimensional Tolerances)	-	0	-
Clause No.7.1,7.2,7.3 and 12.1 Table 1(Phosphorus)	-	0	-
Clause No.7.1,7.2,7.3 and 12.1 Table 1(Sulphur)	-	0	-
Clause No.7.1,7.2,7.3 and 12.1 Table 1(Niobium)	-	0	-
Clause No.7.1,7.2,7.3 and 12.1 Table 1(Titanium)	-	0	-
Clause No.7.1,7.2,7.3 and 12.1 Table 1(Molybdenum)	-	0	-
Clause No.7.1,7.2,7.3 and 12.1 Table 1(Chromium)	-	0	-
Clause No.7.1,7.2,7.3 and 12.1 Table 1(Nickel )	-	0	-
Clause No.7.1,7.2,7.3 and 12.1 Table 1(Manganese)	-	0	-
Clause No.7.1,7.2,7.3 and 12.1 Table 1(Silicon)	-	0	-
Clause No.7.1,7.2,7.3 and 12.1 Table 1(Carbon)	-	0	-
14(Marking)	-	0	-
14(Marking)	-	0	-

10 Mar, 2027

-
Included w.e.f 20.05.2025

IS 10124 : Part 10 (2009)

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

All

3700 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3.1(General)	-	2500	-
3.2, 3.2.1, Fig 2(Manufacture)	-	500	-
3.2.2, Fig 1, table 1(Dimensions)	-	500	-
3.2.3(the socket measurement shall comply with IS 10124 (Part 1).)	-	500	-
Table 1 (Clause 3.2.2, and Fig. 1)(Dimensions of 45o Bend)	-	500	-
Table 2 (Clause 3.2.2, and Fig. 2)(Dimensions of 45° Bend for Elastomeric Sealing Ring Joint)	-	500	-

10 Mar, 2027

-
Included w.e.f 08.05.2025

IS 6603 (2024)

Stainless Steel Semi-Finished Products, Bars, Wire Rods and Bright Bars â Specification (Second Revision)

All

16300 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl - 9.1,9.5,13.2(Thickness or Diameter)	-	600	-
Cl - 9.1,9.5,13.2(Proof Strength Rp 0.2 MP)	-	1000	-
Cl - 9.1,9.5,13.2(Proof Strength Rp 1.0 MP)	-	1000	-
Cl - 9.1,9.5,13.2(Tensile Strength)	-	1500	-
Cl - 9.1,9.5,13.2(Elongation After Fracture Long.)	-	1000	-
Cl - 9.1,9.5,13.2(Elongation After Fracture Tr.)	-	1000	-
Cl - 9.1,9.5,13.2(Impact Energy (ISO-V) Long.)	-	1500	-
Cl - 9.1,9.5,13.2(Impact Energy (ISO-V) Tr.)	-	1500	-
Cl - 9.1,9.5,13.2(Resistance to Inter-Granular Corrosion in the Delivery Condition)	-	2500	-
Cl - 9.1,9.5,13.2(Resistance to Inter-Granular Corrosion in the Sensitized Condition)	-	2500	-
Cl - 9.1,9.5,13.2(Hardness)	-	1800	-
Cl - 9.1,9.5,13.2(Elongation After Fracture)	-	1000	-
Cl - 9.1,9.5,13.2(Impact Energy (ISO-V))	-	1500	-
Cl - 9.1,9.3,9.4,9.5,13.2(Thickness or Diameter)	-	600	-
Cl - 9.1,9.3,9.4,9.5,13.2(R MPa Max(Annealed))	-	1500	-
Cl - 9.1,9.3,9.4,9.5,13.2(Hardness HB Max(Annealed))	-	1800	-
Cl - 9.1,9.3,9.4,9.5,13.2(Heat Treatment Condition (Quenched + Tempered))	-	0	-
Cl - 9.1,9.3,9.4,9.5,13.2(R 0.2 MPa Min(Quenched + Tempered))	-	1000	-
Cl - 9.1,9.3,9.4,9.5,13.2(R Mpa(Quenched + Tempered))	-	0	-
Cl - 9.1,9.3,9.4,9.5,13.2(A Percent Min Long.(Quenched + Tempered))	-	0	-
Cl - 9.1,9.3,9.4,9.5,13.2(A Percent Min Tr.(Quenched + Tempered))	-	0	-
Cl - 9.1,9.3,9.4,9.5,13.2(KV J Min Long.(Quenched + Tempered))	-	0	-
Cl - 9.1,9.3,9.4,9.5,13.2(KV J Min Long.(Quenched + Tempered))	-	0	-
Cl - 9.1,9.3,9.4,9.5,13.2(Thickness or Diameter)	-	600	-
Cl - 9.1,9.3,9.4,9.5,13.2(R MPa Max(Annealed))	-	1000	-
Cl - 9.1,9.3,9.4,9.5,13.2(Hardness HB Max(Annealed))	-	1800	-
Cl - 9.1,9.3,9.4,9.5,13.2(Heat Treatment Condition (Quenched + Tempered))	-	0	-
Cl - 9.1,9.3,9.4,9.5,13.2(R 0.2 MPa Min(Quenched + Tempered))	-	1000	-
Cl - 9.1,9.3,9.4,9.5,13.2(R Mpa(Quenched + Tempered))	-	1000	-
Cl - 9.1,9.3,9.4,9.5,13.2(A Percent Min Long.(Quenched + Tempered))	-	1000	-
Cl - 9.1,9.3,9.4,9.5,13.2(A Percent Min Tr.(Quenched + Tempered))	-	1000	-
Cl - 9.1,9.3,9.4,9.5,13.2(KV J Min Long.(Quenched + Tempered))	-	1500	-
Cl - 9.1,9.3,9.4,9.5,13.2(KV J Min Long.(Quenched + Tempered))	-	1500	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 100 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 150 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 200 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 250 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 300 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 350 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 400 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 450 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 500 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 550 Deg. C)	-	1000	-
Cl - 9.2(Minimum 1 Percent Proof Strength at 100 Deg. C.)	-	1000	-
Cl - 9.2(Minimum 1 Percent Proof Strength at 150 Deg. C.)	-	1000	-
Cl - 9.2(Minimum 1 Percent Proof Strength at 200 Deg. C.)	-	1000	-
Cl - 9.2(Minimum 1 Percent Proof Strength at 250 Deg. C.)	-	1000	-
Cl - 9.2(Minimum 1 Percent Proof Strength at 300 Deg. C.)	-	1000	-
Cl - 9.2(Minimum 1 Percent Proof Strength at 350 Deg. C.)	-	1000	-
Cl - 9.2(Minimum 1 Percent Proof Strength at 400 Deg. C.)	-	1000	-
Cl - 9.2(Minimum 1 Percent Proof Strength at 450 Deg. C.)	-	1000	-
Cl - 9.2(Minimum 1 Percent Proof Strength at 550 Deg. C.)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 100 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 150 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 200 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 250 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 100 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 150 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 200 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 250 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 300 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 350 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 400 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 100 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 150 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 200 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 250 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 300 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 350 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 400 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 100 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 150 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 200 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 250 Deg. C)	-	1000	-
Cl-7.1, 7.2(C)	-	300	-
Cl-7.1, 7.2(Si)	-	300	-
Cl-7.1, 7.2(Mn)	-	300	-
Cl-7.1, 7.2(P)	-	300	-
Cl-7.1, 7.2(S)	-	300	-
Cl-7.1, 7.2(Cr)	-	300	-
Cl-7.1, 7.2(Mo)	-	300	-
Cl-7.1, 7.2(Ni)	-	300	-
Cl-7.1, 7.2(N)	-	300	-
Cl-7.1, 7.2(Cu)	-	300	-
Cl-7.1, 7.2(Ti)	-	300	-
Cl-7.1, 7.2(W)	-	300	-
cL-7.1, 7.2(Co)	-	300	-
Cl-7.1, 7.2(Ti: (C + N))	-	300	-
Cl-7.1, 7.2(V)	-	300	-
Cl-7.1, 7.2(Al)	-	300	-
Cl-7.1, 7.2(Boron)	-	300	-
Cl-7.1, 7.2(Tungsten)	-	300	-
Cl-7.1, 7.2(Nb)	-	300	-
Cl - 9.1,9.5,13.2(Thickness or Diameter)	-	600	-
Cl - 9.1,9.5,13.2(Proof Strength Rp 0.2 MP)	-	1000	-
Cl - 9.1,9.5,13.2(Proof Strength Rp 1.0 MP)	-	1000	-
Cl - 9.1,9.5,13.2(Tensile Strength)	-	1500	-
Cl - 9.1,9.5,13.2(Elongation After Fracture Long.)	-	1000	-
Cl - 9.1,9.5,13.2(Elongation After Fracture Tr.)	-	1000	-
Cl - 9.1,9.5,13.2(Impact Energy (ISO-V) Long.)	-	1500	-
Cl - 9.1,9.5,13.2(Impact Energy (ISO-V) Tr.)	-	1500	-
Cl - 9.1,9.5,13.2(Resistance to Inter-Granular Corrosion in the Delivery Condition)	-	2500	-
Cl - 9.1,9.5,13.2(Resistance to Inter-Granular Corrosion in the Sensitized Condition)	-	2500	-
Cl - 9.1,9.5,13.2(Hardness)	-	1800	-
Cl - 9.1,9.5,13.2(Elongation After Fracture)	-	1000	-
Cl - 9.1,9.5,13.2(Impact Energy (ISO-V))	-	1500	-
Cl - 9.1,9.3,9.4,9.5,13.2(Thickness or Diameter)	-	600	-
Cl - 9.1,9.3,9.4,9.5,13.2(R MPa Max(Annealed))	-	1000	-
Cl - 9.1,9.3,9.4,9.5,13.2(Hardness HB Max(Annealed))	-	1800	-
Cl - 9.1,9.3,9.4,9.5,13.2(Heat Treatment Condition (Quenched + Tempered))	-	0	-
Cl - 9.1,9.3,9.4,9.5,13.2(R 0.2 MPa Min(Quenched + Tempered))	-	1000	-
Cl - 9.1,9.3,9.4,9.5,13.2(R Mpa(Quenched + Tempered))	-	1000	-
Cl - 9.1,9.3,9.4,9.5,13.2(A Percent Min Long.(Quenched + Tempered))	-	1000	-
Cl - 9.1,9.3,9.4,9.5,13.2(A Percent Min Tr.(Quenched + Tempered))	-	1000	-
Cl - 9.1,9.3,9.4,9.5,13.2(KV J Min Long.(Quenched + Tempered))	-	1500	-
Cl - 9.1,9.3,9.4,9.5,13.2(KV J Min Long.(Quenched + Tempered))	-	1000	-
Cl - 9.1,9.3,9.4,9.5,13.2(Thickness or Diameter)	-	600	-
Cl - 9.1,9.3,9.4,9.5,13.2(R MPa Max(Annealed))	-	1000	-
Cl - 9.1,9.3,9.4,9.5,13.2(Hardness HB Max(Annealed))	-	1800	-
Cl - 9.1,9.3,9.4,9.5,13.2(Heat Treatment Condition (Quenched + Tempered))	-	0	-
Cl - 9.1,9.3,9.4,9.5,13.2(R 0.2 MPa Min(Quenched + Tempered))	-	1000	-
Cl - 9.1,9.3,9.4,9.5,13.2(R Mpa(Quenched + Tempered))	-	1000	-
Cl - 9.1,9.3,9.4,9.5,13.2(A Percent Min Long.(Quenched + Tempered))	-	1000	-
Cl - 9.1,9.3,9.4,9.5,13.2(A Percent Min Tr.(Quenched + Tempered))	-	1000	-
Cl - 9.1,9.3,9.4,9.5,13.2(KV J Min Long.(Quenched + Tempered))	-	1500	-
Cl - 9.1,9.3,9.4,9.5,13.2(KV J Min Long.(Quenched + Tempered))	-	1500	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 100 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 150 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 200 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 250 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 300 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 350 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 400 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 450 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 500 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 550 Deg. C)	-	1000	-
Cl - 9.2(Minimum 1 Percent Proof Strength at 100 Deg. C.)	-	1000	-
Cl - 9.2(Minimum 1 Percent Proof Strength at 150 Deg. C.)	-	1000	-
Cl - 9.2(Minimum 1 Percent Proof Strength at 200 Deg. C.)	-	1000	-
Cl - 9.2(Minimum 1 Percent Proof Strength at 250 Deg. C.)	-	1000	-
Cl - 9.2(Minimum 1 Percent Proof Strength at 300 Deg. C.)	-	1000	-
Cl - 9.2(Minimum 1 Percent Proof Strength at 350 Deg. C.)	-	1000	-
Cl - 9.2(Minimum 1 Percent Proof Strength at 400 Deg. C.)	-	1000	-
Cl - 9.2(Minimum 1 Percent Proof Strength at 450 Deg. C.)	-	1000	-
Cl - 9.2(Minimum 1 Percent Proof Strength at 550 Deg. C.)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 100 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 150 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 200 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 250 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 100 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 150 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 200 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 250 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 300 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 350 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 400 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 100 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 150 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 200 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 250 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 300 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 350 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 400 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 100 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 150 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 200 Deg. C)	-	1000	-
Cl - 9.2(Minimum 0.2 Percent Proof Strength at 250 Deg. C)	-	1000	-
Cl-7.1, 7.2(C)	-	300	-
Cl-7.1, 7.2(Si)	-	300	-
Cl-7.1, 7.2(Mn)	-	300	-
Cl-7.1, 7.2(P)	-	300	-
Cl-7.1, 7.2(S)	-	300	-
Cl-7.1, 7.2(Cr)	-	300	-
Cl-7.1, 7.2(Mo)	-	300	-
Cl-7.1, 7.2(Ni)	-	300	-
Cl-7.1, 7.2(N)	-	300	-
Cl-7.1, 7.2(Cu)	-	300	-
Cl-7.1, 7.2(Ti)	-	300	-
Cl-7.1, 7.2(W)	-	300	-
cL-7.1, 7.2(Co)	-	300	-
Cl-7.1, 7.2(Ti: (C + N))	-	300	-
Cl-7.1, 7.2(V)	-	300	-
Cl-7.1, 7.2(Al)	-	300	-
Cl-7.1, 7.2(Boron)	-	300	-
Cl-7.1, 7.2(Tungsten)	-	300	-
Cl-7.1, 7.2(Nb)	-	300	-
Cl. 7.1, 7.2, 7.3 & 13.1 Table 1((Titanium- Established instrumental/ chemical method as agreed to between purchaser and the manufacturer.))	-	300	-
Cl 6((freedom from defects))	-	500	-
Cl. 12((dimension and tolerance))	-	600	-
Cl. 14((corrosion resistance))	-	2500	-

10 Mar, 2027

-
Included w.e.f 20.05.2025

IS 4026 (2023)

ALUMINIUM INGOTS BILLETS AND WIRE BARS EC GRADE

All

3600 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
8(SHAPES AND SIZES)	-	600	-
9, Table 1, i)(Aluminium, Min)	-	500	-
9, Table 1, ii)(Silicon)	-	500	-
9, Table 1, iii)(Iron)	-	500	-
9, Table 1, iv)(Copper)	-	500	-
9, Table 1, v)(Manganese)	-	500	-
9, Table 1, vi)(Magnesium)	-	500	-
9, Table 1, vii)(Chromium)	-	500	-
9, Table 1, viii)(Zinc)	-	500	-
9, Table 1, ix)(Titanium)	-	500	-
9, Table 1, x)(Boron)	-	500	-
9, Table 1, xi)(Gallium)	-	500	-
9, Table 1, xii)(Zirconium)	-	500	-
9, Table 1, xiii)(Titanium + Vanadium)	-	500	-
9, Table 1, xiv)(Other elements (each))	-	500	-
9, Table 1, xv)(Other elements (Total))	-	500	-
8(SHAPES AND SIZES)	-	600	-
9, Table 1, i)(Aluminium, Min)	-	500	-
9, Table 1, ii)(Silicon)	-	500	-
9, Table 1, iii)(Iron)	-	500	-
9, Table 1, iv)(Copper)	-	500	-
9, Table 1, v)(Manganese)	-	500	-
9, Table 1, vi)(Magnesium)	-	500	-
9, Table 1, vii)(Chromium)	-	500	-
9, Table 1, viii)(Zinc)	-	500	-
9, Table 1, ix)(Titanium)	-	500	-
9, Table 1, x)(Boron)	-	500	-
9, Table 1, xi)(Gallium)	-	500	-
9, Table 1, xii)(Zirconium)	-	500	-
9, Table 1, xiii)(Titanium + Vanadium)	-	500	-
9, Table 1, xiv)(Other elements (each))	-	0	-
9, Table 1, xv)(Other elements (Total))	-	0	-

10 Mar, 2027

-
Included w.e.f 20.05.2025

IS 14587 (2023)

Prelaminated Medium Density Fibre Board - Specification

All

16500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl-5.1(Medium Density Fibre (MDF) Board)	-	1000	-
Cl-7(Finish)	-	500	-
Cl-8.1(Dimensions of prelaminated MDF)	-	2500	-
Cl-8.2(Tolerances)	-	2500	-
Cl-8.2.1(Edge straightness)	-	100	-
Cl-9.1 S.No-(1), i(Density, kg/m3)	-	750	-
Cl-9.1 S.No-(1), ii(Variation from mean density, percent)	-	750	-
Cl-9.1 S.No-(1), iii(Moisture content, percent)	-	1000	-
Cl-9.1 S.No-(1), iv(Variation from mean moisture content, percent (absolute))	-	1000	-
Cl-9.1 S.No-(1), v(Linear expansion (thickness swelling in water), due to general absorption after 24 h soaking, percent, Max)	-	1000	-
Cl-9.1 S.No-(1), vi(Internal bond strength, N/mm2, Min)	-	1000	-
Cl-9.1 S.No-(1), vii,a(After cyclic test)	-	1000	-
Cl-9.1 S.No-(1), vii,b(After accelerated water resistance test)	-	1000	-
Cl-9.1 S.No-(1), viii(Modulus of rupture, N/mm2 , Min)	-	2500	-
Cl-9.1 S.No-(1), ix(Modulus of elasticity, N/mm2 , Min)	-	2500	-
Cl-9.1 S.No-(1), x,(Screw withdrawal strength, ????????, Min)	-	1000	-
Cl-9.1 S.No-(1), xi(Formaldehyde content (Fc), mg/100 g for oven dry board)	-	4000	-
Cl-9.1 S.No-(1), xii(Steady-state formaldehyde emission (Fc), mg/m3)	-	4000	-
Cl-9.1 S.No-(1), xiii(Abrasion resistance in number of revolutions, Min, (Type 1 to 4))	-	1500	-
Cl-9.1 S.No-(1), xiv(Resistance to steam/water vapours)	-	1500	-
Cl-9.1 S.No-(1), xv(Resistance to crack)	-	1500	-
Cl-9.1 S.No-(1), xvi(Resistance to a cigarette burn)	-	1500	-
Cl-9.1 S.No-(1), xvii(Resistance to stain)	-	1500	-
Cl-11.2(Specific Requirement)	-	0	-
Cl-12(Marking)	-	500	-
Cl-5.2(Impregnated Base Paper)	-	2500	-
Cl-5.3(Impregnated Overlay)	-	0	-
Cl-5.1(Medium Density Fibre (MDF) Board)	-	0	-
Cl-7(Finish)	-	250	-
Cl-8.1(Dimensions of prelaminated MDF)	-	2500	-
Cl-8.2(Tolerances)	-	0	-
Cl-8.2.1(Edge straightness)	-	750	-
Cl-9.1 S.No-(1), i(Density, kg/m3)	-	750	-
Cl-9.1 S.No-(1), ii(Variation from mean density, percent)	-	750	-
Cl-9.1 S.No-(1), iii(Moisture content, percent)	-	750	-
Cl-9.1 S.No-(1), iv(Variation from mean moisture content, percent (absolute))	-	750	-
Cl-9.1 S.No-(1), v(Linear expansion (thickness swelling in water), due to general absorption after 24 h soaking, percent, Max)	-	1000	-
Cl-9.1 S.No-(1), vi(Internal bond strength, N/mm2, Min)	-	1000	-
Cl-9.1 S.No-(1), vii,a(After cyclic test)	-	1000	-
Cl-9.1 S.No-(1), vii,b(After accelerated water resistance test)	-	1000	-
Cl-9.1 S.No-(1), viii(Modulus of rupture, N/mm2 , Min)	-	2500	-
Cl-9.1 S.No-(1), ix(Modulus of elasticity, N/mm2 , Min)	-	2500	-
Cl-9.1 S.No-(1), x,(Screw withdrawal strength, ????????, Min)	-	1000	-
Cl-9.1 S.No-(1), xi(Formaldehyde content (Fc), mg/100 g for oven dry board)	-	4000	-
Cl-9.1 S.No-(1), xii(Steady-state formaldehyde emission (Fc), mg/m3)	-	4000	-
Cl-9.1 S.No-(1), xiii(Abrasion resistance in number of revolutions, Min, (Type 1 to 4))	-	1000	-
Cl-9.1 S.No-(1), xiv(Resistance to steam/water vapours)	-	1500	-
Cl-9.1 S.No-(1), xv(Resistance to crack)	-	1000	-
Cl-9.1 S.No-(1), xvi(Resistance to a cigarette burn)	-	1500	-
Cl-9.1 S.No-(1), xvii(Resistance to stain)	-	1000	-
Cl-11.2(Specific Requirement)	-	0	-
Cl-12(Marking)	-	500	-
Cl-5.2(Impregnated Base Paper)	-	2500	-
Cl-5.3(Impregnated Overlay)	-	0	-

10 Mar, 2027

-
Included w.e.f 20.05.2025 Exclusion: Cl 9.1(xii) Steady State Formaldehyde Emission

IS 12406 (2021)

Medium density fibre boards for general purpose - Specification

All

12900 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Clauses 5.2, 9 and 10.2.2(Density)	-	750	-
Clauses 5.2, 9 and 10.2.2(Density)	-	750	-
Clauses 5.2, 9 and 10.2.2(Variation from mean density)	-	750	-
Clauses 5.2, 9 and 10.2.2(Moisture Content)	-	750	-
Clauses 5.2, 9 and 10.2.2(Variation from mean moisture content)	-	750	-
Clauses 5.2, 9 and 10.2.2(Linear expansion (Thickness Swelling in Water) Due to general Absorption after 24h soaking)	-	1500	-
Clauses 5.2, 9 and 10.2.2(Internal Bond Strength)	-	1500	-
Clauses 5.2, 9 and 10.2.2(Internal Bond strength (i) (After Cyclic test) (ii) (After accelerated water resistance test))	-	1500	-
Clauses 5.2, 9 and 10.2.2(Modulus of Rupture a) Avg. Value b) Min. Individual)	-	2500	-
Clauses 5.2, 9 and 10.2.2(Modulus of Elasticity a) Avg. Value b) Min. Individual)	-	2500	-
Clauses 5.2, 9 and 10.2.2(Screw withdrawl strength (i) Face (ii) Edge (For thickness >12mm))	-	1500	-
Clauses 5.2, 9 and 10.2.2(Formaldehyde Content (i) For Formaldehyde Class, E1 (ii) For Formaldehyde Class, E2)	-	3500	-
Clauses 5.2, 9 and 10.2.2(Steady State Formaldehyde emission (Fc (i) For Formaldehyde Class, E1 (ii) For Formaldehyde Class, E2)	-	3500	-
8(DIMENSIONS AND TOLERANCES)	-	1000	-
Cl-11(ADDITIONAL REQUIREMENTS FOR ECO-MARK)	-	0	-
Cl 7(Finish)	-	500	-
Clauses 5.2, 9 and 10.2.2(Density)	-	750	-
Clauses 5.2, 9 and 10.2.2(Density)	-	750	-
Clauses 5.2, 9 and 10.2.2(Variation from mean density)	-	750	-
Clauses 5.2, 9 and 10.2.2(Moisture Content)	-	1000	-
Clauses 5.2, 9 and 10.2.2(Variation from mean moisture content)	-	1000	-
Clauses 5.2, 9 and 10.2.2(Linear expansion (Thickness Swelling in Water) Due to general Absorption after 24h soaking)	-	750	-
Clauses 5.2, 9 and 10.2.2(Internal Bond Strength)	-	1500	-
Clauses 5.2, 9 and 10.2.2(Internal Bond strength (i) (After Cyclic test) (ii) (After accelerated water resistance test))	-	1500	-
Clauses 5.2, 9 and 10.2.2(Modulus of Rupture a) Avg. Value b) Min. Individual)	-	2500	-
Clauses 5.2, 9 and 10.2.2(Modulus of Elasticity a) Avg. Value b) Min. Individual)	-	2500	-
Clauses 5.2, 9 and 10.2.2(Screw withdrawl strength (i) Face (ii) Edge (For thickness >12mm))	-	1500	-
Clauses 5.2, 9 and 10.2.2(Formaldehyde Content (i) For Formaldehyde Class, E1 (ii) For Formaldehyde Class, E2)	-	2500	-
Clauses 5.2, 9 and 10.2.2(Steady State Formaldehyde emission (Fc (i) For Formaldehyde Class, E1 (ii) For Formaldehyde Class, E2)	-	2500	-
8(DIMENSIONS AND TOLERANCES)	-	1500	-
Cl-11(ADDITIONAL REQUIREMENTS FOR ECO-MARK)	-	0	-
Cl 7(Finish)	-	500	-

10 Mar, 2027

-
Included w.e.f 20.05.2025

IS 2191 : Part 2 (2022)

WOODEN FLUSH DOOR SHUTTERS (CELLULAR, HOLLOW AND TUBULAR CORE TYPE) - SPECIFICATION PART 2 PARTICLE BOARD, HIGH DENSITY FIBRE BOARD, MEDIUM DENSITY FIBRE BOARD AND FIBRE HARDBOARD FACE PANELS (Fourth Revision)

All

20600 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl-5(Sizes and Tolerances)	-	1000	-
Cl-6.1.(Timber)	-	0	-
Cl-6.2(Laminated veneer lumber (LVL), veneer laminated lumber (VLL), medium density fibre board (MDF), high density fibre board (HDF))	-	0	-
Cl-6.3.1(Particle board)	-	0	-
Cl-6.3.2(MDF board and HDF board)	-	0	-
Cl-6.3.5(shutters with fibre hardboard face)	-	0	-
Cl-8.1(Locks)	-	500	-
Cl-10.1(various test)	-	1000	-
Cl-10.2(End Immersion Test)	-	1500	-
Cl-10.3(Glue Adhesion Test)	-	1200	-
Cl-13(Marking)	-	500	-
Cl-5(Sizes and Tolerances)	-	1500	-
Cl-6.1.(Timber)	-	0	-
Cl-6.2(Laminated veneer lumber (LVL), veneer laminated lumber (VLL), medium density fibre board (MDF), high density fibre board (HDF))	-	2500	-
Cl-6.3.1(Particle board)	-	0	-
Cl-6.3.2(MDF board and HDF board)	-	0	-
Cl-6.3.5(shutters with fibre hardboard face)	-	0	-
Cl-8.1(Locks)	-	0	-
Cl-10.1(various test)	-	1000	-
Cl-10.2(End Immersion Test)	-	2000	-
Cl-10.3(Glue Adhesion Test)	-	2000	-
Cl-13(Marking)	-	0	-

10 Mar, 2027

-
Included w.e.f 23.05.2025

IS 2191 : Part 1 (2022)

WOODEN FLUSH DOOR SHUTTERS CELLULAR TUBULAR AND HOLLOW CORE TYPE SPECIFICATION PART 1 PLYWOOD FACE PANELS Fifth Revision

All Type

20600 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl-5(Sizes)	-	500	-
Cl-6.1.1(Species of timber)	-	0	-
Cl-6.3(Cross-Bands)	-	3000	-
Cl-6.4.1(Commercial face veneers)	-	3000	-
Cl-6.4.2(Decorative face veneers)	-	3000	-
Cl-6.7(Particle Board)	-	0	-
Cl-6.8(Laminated veneer lumber (LVL), veneer laminated lumber (VLL), Medium Density Fibre (MDF))	-	0	-
Cl-11.1(Dimensions and Squareness Test)	-	1000	-
Cl-11.2(General Flatness Test)	-	1500	-
Cl-11.3(Local Planeness Test)	-	1500	-
Cl-11.4(Impact Indentation Test)	-	1500	-
Cl-11.5(Flexure Test)	-	1500	-
Cl-11.6(Edge Loading Test)	-	1500	-
Cl-11.7(Shock Resistance Test)	-	1500	-
Cl-11.8(Buckling Resistance Test)	-	1500	-
Cl-11.9(Slamming Test)	-	1500	-
Cl-11.10(Misuse Test)	-	1500	-
Cl-11.11(Varying Humidity Test)	-	2000	-
Cl-11.12(End Immersion Test)	-	1500	-
Cl-11.13(Knife Test)	-	1000	-
Cl-11.14(Glue Adhesion Test)	-	1200	-
Cl-11.15(Screw Withdrawal Resistance Test)	-	1500	-
Cl-12.2(Sample Size)	-	500	-
Cl-14(Marking)	-	500	-
Cl-6.1.2(Moisture content of timber)	-	1500	-
Cl-9(Workmanship and Finish)	-	500	-
Cl-6.1.3(Defects)	-	0	-
Cl-6.2(Plywood)	-	0	-
Cl-6.5(Cross-bands and face veneers)	-	3000	-
Cl-6.6(Adhesives)	-	8500	-
Cl-7(Construction)	-	500	-
Cl-8(Fittings)	-	500	-
Cl-5(Sizes)	-	1200	-
Cl-6.1.1(Species of timber)	-	0	-
Cl-6.3(Cross-Bands)	-	2500	-
Cl-6.4.1(Commercial face veneers)	-	2500	-
Cl-6.4.2(Decorative face veneers)	-	2500	-
Cl-6.7(Particle Board)	-	2500	-
Cl-6.8(Laminated veneer lumber (LVL), veneer laminated lumber (VLL), Medium Density Fibre (MDF))	-	0	-
Cl-11.1(Dimensions and Squareness Test)	-	300	-
Cl-11.2(General Flatness Test)	-	1500	-
Cl-11.3(Local Planeness Test)	-	1500	-
Cl-11.4(Impact Indentation Test)	-	1500	-
Cl-11.5(Flexure Test)	-	1500	-
Cl-11.6(Edge Loading Test)	-	1500	-
Cl-11.7(Shock Resistance Test)	-	1500	-
Cl-11.8(Buckling Resistance Test)	-	1500	-
Cl-11.9(Slamming Test)	-	1500	-
Cl-11.10(Misuse Test)	-	1500	-
Cl-11.11(Varying Humidity Test)	-	1500	-
Cl-11.12(End Immersion Test)	-	1500	-
Cl-11.13(Knife Test)	-	1500	-
Cl-11.14(Glue Adhesion Test)	-	1500	-
Cl-11.15(Screw Withdrawal Resistance Test)	-	1500	-
Cl-12.2(Sample Size)	-	0	-
Cl-14(Marking)	-	500	-
Cl-6.1.2(Moisture content of timber)	-	1000	-
Cl-9(Workmanship and Finish)	-	500	-
Cl-6.1.3(Defects)	-	0	-
Cl-6.2(Plywood)	-	0	-
Cl-6.5(Cross-bands and face veneers)	-	2500	-
Cl-6.6(Adhesives)	-	8500	-
Cl-7(Construction)	-	0	-
Cl-8(Fittings)	-	0	-

10 Mar, 2027

-
Included w.e.f 23.05.2025

IS 2202 : Part 1 (2023)

WOODEN FLUSH DOOR SHUTTERS SOLID CORE TYPE SPECIFICATION PART 1 PLYWOOD FACE PANELS Seventh Revision

All Type

20500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
9.1(Workmanship & Finish)	-	200	-
9.3(Workmanship & Finish)	-	200	-
11.1(Dimensions - Height)	-	200	-
11.1(Dimensions - Width)	-	200	-
11.1(Dimensions - Thickness)	-	200	-
11.1(Dimensions - Variation in thickness)	-	200	-
11.1(Dimensions - Squareness)	-	300	-
11.12(End immersion test)	-	1500	-
11.13(Knife Test)	-	1000	-
11.14(Glue Adhesion Test)	-	1200	-
4(GRADE)	-	500	-
4(TYPE)	-	500	-
5(SIZES)	-	500	-
7.1.1(CONSTRUCTION-Blockboard Core)	-	500	-
7.1.1(CONSTRUCTION-Blockboard Core)	-	500	-
7.1.2(CONSTRUCTION-Blockboard Core)	-	500	-
7.3.2(CONSTRUCTION-Stiles and Rails)	-	0	-
7.3.2(a)(CONSTRUCTION-Stiles and Rails-Joints)	-	0	-
7.3.2(b)(CONSTRUCTION-Stiles and Rails-Joints)	-	0	-
7.3.2(c)(CONSTRUCTION-Stiles and Rails-Joints)	-	0	-
7.3.3(CONSTRUCTION-Stiles and Rails)	-	0	-
9.1(WORKMANSHIP AND FINISH)	-	200	-
9.2(WORKMANSHIP AND FINISH)	-	200	-
9.3(WORKMANSHIP AND FINISH)	-	200	-
11.1(Dimensions and Squareness Test)	-	300	-
11.1(Dimensions and Squareness Test)	-	300	-
11.1(Dimensions and Squareness Test)	-	300	-
11.1(Dimensions and Squareness Test)	-	300	-
11.1(Dimensions and Squareness Test)	-	300	-
11.2(General Flatness Test)	-	1000	-
11.2(General Flatness Test)	-	1000	-
11.2(General Flatness Test)	-	1000	-
11.3(Local Planeness Test)	-	1000	-
11.4(Impact Indentation Test)	-	1250	-
11.4(Impact Indentation Test)	-	1250	-
11.5(Flexure Test)	-	1500	-
11.5(Flexure Test)	-	1500	-
11.6(Edge Loading Test)	-	1000	-
11.6(Edge Loading Test)	-	1000	-
11.6(Edge Loading Test)	-	1000	-
11.6(Edge Loading Test)	-	1000	-
11.7.1(Shock Resistance Test)	-	2000	-
11.7.2(Shock Resistance Test)	-	2000	-
11.8(Buckling Test)	-	1000	-
11.8(Buckling Test)	-	1000	-
11.8(Buckling Test)	-	1000	-
11.9.2(Slamming Test)	-	1500	-
11.9.3(Slamming Test)	-	1500	-
11.10(Misuse Test)	-	2500	-
11.11(Varying Humidity Test)	-	2000	-
11.11(Varying Humidity Test)	-	2000	-
11.12(End Immersion Test)	-	1500	-
11.13(Knife Test)	-	1000	-
11.14(Glue Adhesion Test)	-	1200	-
11.15(Screw Withdrawal Resistance Test)	-	1000	-
11.15(Screw Withdrawal Resistance Test)	-	1000	-
Clause 4.2(grades specified)	-	0	-
Clause 5(SIZES)	-	0	-
Clause 6.1.1(species of timber)	-	500	-
Clause 6.1.2(list of species)	-	0	-
Clause 6.1.3(moisture content)	-	1500	-
Clause 6.2.1(Plywood)	-	3000	-
Clause 6.2.2(Decorative plywood)	-	3000	-
Clause 6.3(Cross-Bands)	-	3000	-
Clause 6.4.1(Commercial Face Veneers)	-	3000	-
Clause 6.4.2(Decorative Face Veneers)	-	3000	-
Clause 6.6.1(Adhesives)	-	8500	-
Clause 6.7(Particle Board)	-	3000	-
Clause 6.8(Medium density fibre board)	-	2000	-
Clause 6.9(Alternative Materials)	-	0	-
Clause 7.1(Blockboard Core)	-	3000	-
Clause 7.2(Particle Board or Medium Density Fibre)	-	2500	-
Clause 7.3(Stiles and Rails)	-	2500	-
Clause 7.4(Levelling)	-	0	-
Clause 7.5(Face Panel)	-	3000	-
Clause 7.6(Lipping)	-	3000	-
Clause 7.7(Rebating)	-	3000	-
Clause 7.8(Opening for Glazing)	-	0	-
Clause 7.9(Venetian)	-	0	-
Clause 8.1(Locks)	-	0	-
Clause 9(WORKMANSHIP AND FINISH)	-	500	-
Clause 10.1(Classification of Tests)	-	0	-
Clause 11.1(Dimensions and Squareness Test)	-	400	-
Clause 11.2(General Flatness Test)	-	500	-
Clause 11.3(Local Planeness Test)	-	200	-
Clause 11.4(Impact Indentation Test)	-	2000	-
Clause 11.5(Flexure Test)	-	2500	-
Clause 11.6(Edge Loading Test)	-	2000	-
Clause 11.7(Shock Resistance Test)	-	2000	-
Clause 11.8(Buckling Resistance Test)	-	2000	-
Clause 11.9(Slamming Test)	-	1500	-
Clause 11.10(Misuse Test)	-	2500	-
Clause 11.11(Varying Humidity Test)	-	2000	-
Clause 11.12(End Immersion Test)	-	1500	-
Clause 11.13(Knife Test)	-	1000	-
Clause 11.14(Glue Adhesion Test)	-	1200	-
Clause 11.15(Screw Withdrawal Resistance Test)	-	1000	-
Clause 12(SAMPLING AND CRITERIA FOR CONFORMITY)	-	1500	-
Clause 13(ADDITIONAL REQUIREMENTS FOR ECO MARK)	-	0	-
Clause 14(Marking)	-	500	-
4(Grade, Type and Construction)	-	500	-
5(Sizes and Thickness)	-	500	-
6.1(Timber)	-	0	-
6.2(Plywood for flush door shutter)	-	0	-
6.3(Cross-Bands )	-	3000	-
6.4.1(Commercial Face Veneers)	-	3000	-
6.4.2(Decorative face veneers)	-	3000	-
6.6(Adhesives)	-	8500	-
6.7(Particle Board)	-	3000	-
6.8(Medium Density Fibre)	-	3000	-
6.9(Alternative Materials)	-	0	-
7(Construction)	-	0	-
8.1(Locks)	-	0	-
8.2(Other Fittings)	-	0	-
9(Workmanship and Finish)	-	500	-
10(Tests)	-	0	-
11.1(Dimensions and Squareness Test)	-	500	-
11.2(General Flatness Test)	-	1500	-
11.3(Local Planeness Test)	-	1500	-
11.4(Impact Indentation Test)	-	1500	-
11.5(Flexure Test)	-	1500	-
11.6(Edge Loading Test)	-	1500	-
11.7(Shock Resistance Test)	-	2000	-
11.8(Buckling Resistance Test)	-	2000	-
11.9(Slamming Test)	-	1500	-
11.1(Misuse Test)	-	2500	-
11.11(Varying Humidity Test)	-	2000	-
11.12(End Immersion Test)	-	1500	-
11.13(Knife Test)	-	1000	-
11.14(Glue Adhesion Test)	-	1200	-
11.15(Screw Withdrawal Resistance Test)	-	1000	-
14(Marking )	-	500	-
Cl-13(ADDITIONAL REQUIREMENTS FOR ECO MARK)	-	0	-
9.2(Workmanship & Finish)	-	500	-
9.1(Workmanship & Finish)	-	500	-
9.3(Workmanship & Finish)	-	500	-
11.1(Dimensions - Height)	-	500	-
11.1(Dimensions - Width)	-	500	-
11.1(Dimensions - Thickness)	-	500	-
11.1(Dimensions - Variation in thickness)	-	500	-
11.1(Dimensions - Squareness)	-	500	-
11.12(End immersion test)	-	1500	-
11.13(Knife Test)	-	1000	-
11.14(Glue Adhesion Test)	-	1200	-
4(GRADE)	-	0	-
4(TYPE)	-	0	-
5(SIZES)	-	0	-
7.1.1(CONSTRUCTION-Blockboard Core)	-	2500	-
7.1.1(CONSTRUCTION-Blockboard Core)	-	2500	-
7.1.2(CONSTRUCTION-Blockboard Core)	-	2500	-
7.3.2(CONSTRUCTION-Stiles and Rails)	-	2500	-
7.3.2(a)(CONSTRUCTION-Stiles and Rails-Joints)	-	2500	-
7.3.2(b)(CONSTRUCTION-Stiles and Rails-Joints)	-	2500	-
7.3.2(c)(CONSTRUCTION-Stiles and Rails-Joints)	-	2500	-
7.3.3(CONSTRUCTION-Stiles and Rails)	-	2500	-
9.1(WORKMANSHIP AND FINISH)	-	500	-
9.2(WORKMANSHIP AND FINISH)	-	500	-
9.3(WORKMANSHIP AND FINISH)	-	500	-
11.1(Dimensions and Squareness Test)	-	500	-
11.1(Dimensions and Squareness Test)	-	500	-
11.1(Dimensions and Squareness Test)	-	500	-
11.1(Dimensions and Squareness Test)	-	500	-
11.1(Dimensions and Squareness Test)	-	500	-
11.2(General Flatness Test)	-	500	-
11.2(General Flatness Test)	-	500	-
11.2(General Flatness Test)	-	500	-
11.3(Local Planeness Test)	-	500	-
11.4(Impact Indentation Test)	-	1500	-
11.4(Impact Indentation Test)	-	1500	-
11.5(Flexure Test)	-	1500	-
11.5(Flexure Test)	-	1500	-
11.6(Edge Loading Test)	-	1500	-
11.6(Edge Loading Test)	-	1500	-
11.6(Edge Loading Test)	-	1500	-
11.6(Edge Loading Test)	-	1500	-
11.7.1(Shock Resistance Test)	-	1500	-
11.7.2(Shock Resistance Test)	-	1500	-
11.8(Buckling Test)	-	1500	-
11.8(Buckling Test)	-	1500	-
11.8(Buckling Test)	-	1500	-
11.9.2(Slamming Test)	-	1000	-
11.9.3(Slamming Test)	-	1000	-
11.10(Misuse Test)	-	1000	-
11.11(Varying Humidity Test)	-	1500	-
11.11(Varying Humidity Test)	-	1500	-
11.12(End Immersion Test)	-	1000	-
11.13(Knife Test)	-	1000	-
11.14(Glue Adhesion Test)	-	1000	-
11.15(Screw Withdrawal Resistance Test)	-	1000	-
11.15(Screw Withdrawal Resistance Test)	-	1000	-
Clause 4.2(grades specified)	-	0	-
Clause 5(SIZES)	-	0	-
Clause 6.1.1(species of timber)	-	0	-
Clause 6.1.2(list of species)	-	0	-
Clause 6.1.3(moisture content)	-	1000	-
Clause 6.2.1(Plywood)	-	0	-
Clause 6.2.2(Decorative plywood)	-	0	-
Clause 6.3(Cross-Bands)	-	2500	-
Clause 6.4.1(Commercial Face Veneers)	-	2500	-
Clause 6.4.2(Decorative Face Veneers)	-	2500	-
Clause 6.6.1(Adhesives)	-	8500	-
Clause 6.7(Particle Board)	-	0	-
Clause 6.8(Medium density fibre board)	-	0	-
Clause 6.9(Alternative Materials)	-	0	-
Clause 7.1(Blockboard Core)	-	2500	-
Clause 7.2(Particle Board or Medium Density Fibre)	-	2500	-
Clause 7.3(Stiles and Rails)	-	0	-
Clause 7.4(Levelling)	-	0	-
Clause 7.5(Face Panel)	-	2500	-
Clause 7.6(Lipping)	-	0	-
Clause 7.7(Rebating)	-	0	-
Clause 7.8(Opening for Glazing)	-	0	-
Clause 7.9(Venetian)	-	0	-
Clause 8.1(Locks)	-	0	-
Clause 9(WORKMANSHIP AND FINISH)	-	500	-
Clause 10.1(Classification of Tests)	-	0	-
Clause 11.1(Dimensions and Squareness Test)	-	500	-
Clause 11.2(General Flatness Test)	-	1000	-
Clause 11.3(Local Planeness Test)	-	1000	-
Clause 11.4(Impact Indentation Test)	-	1500	-
Clause 11.5(Flexure Test)	-	1000	-
Clause 11.6(Edge Loading Test)	-	1000	-
Clause 11.7(Shock Resistance Test)	-	1500	-
Clause 11.8(Buckling Resistance Test)	-	1500	-
Clause 11.9(Slamming Test)	-	1000	-
Clause 11.10(Misuse Test)	-	1000	-
Clause 11.11(Varying Humidity Test)	-	1500	-
Clause 11.12(End Immersion Test)	-	1000	-
Clause 11.13(Knife Test)	-	1000	-
Clause 11.14(Glue Adhesion Test)	-	1500	-
Clause 11.15(Screw Withdrawal Resistance Test)	-	1000	-
Clause 12(SAMPLING AND CRITERIA FOR CONFORMITY)	-	0	-
Clause 13(ADDITIONAL REQUIREMENTS FOR ECO MARK)	-	0	-
Clause 14(Marking)	-	0	-
4(Grade, Type and Construction)	-	0	-
5(Sizes and Thickness)	-	500	-
6.1(Timber)	-	0	-
6.2(Plywood for flush door shutter)	-	0	-
6.3(Cross-Bands )	-	2500	-
6.4.1(Commercial Face Veneers)	-	2500	-
6.4.2(Decorative face veneers)	-	2500	-
6.6(Adhesives)	-	8500	-
6.7(Particle Board)	-	0	-
6.8(Medium Density Fibre)	-	0	-
6.9(Alternative Materials)	-	0	-
7(Construction)	-	0	-
8.1(Locks)	-	0	-
8.2(Other Fittings)	-	0	-
9(Workmanship and Finish)	-	500	-
10(Tests)	-	0	-
11.1(Dimensions and Squareness Test)	-	500	-
11.2(General Flatness Test)	-	1000	-
11.3(Local Planeness Test)	-	1000	-
11.4(Impact Indentation Test)	-	1500	-
11.5(Flexure Test)	-	1000	-
11.6(Edge Loading Test)	-	1000	-
11.7(Shock Resistance Test)	-	1500	-
11.8(Buckling Resistance Test)	-	1500	-
11.9(Slamming Test)	-	1000	-
11.1(Misuse Test)	-	1000	-
11.11(Varying Humidity Test)	-	1500	-
11.12(End Immersion Test)	-	1500	-
11.13(Knife Test)	-	1000	-
11.14(Glue Adhesion Test)	-	1500	-
11.15(Screw Withdrawal Resistance Test)	-	1500	-
14(Marking )	-	0	-
Cl-13(ADDITIONAL REQUIREMENTS FOR ECO MARK)	-	0	-
9.2(Workmanship & Finish)	-	500	-

10 Mar, 2027

-
Included w.e.f 23.05.2025

IS 12786 (2024)

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

All Type

15900 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl-4.1(Material)	-	4500	-
Cl-4.2(Carbon content of finished PE lateral pipe)	-	1500	-
Cl-5.1(Dimensions of pipes and wall thicknesses)	-	500	-
Cl-6.0(Visual Appearance)	-	500	-
Cl-7.1(Hydraulic Characteristics- Internal pressure creep rupture test)	-	2500	-
Cl-7.2(Reversion Test)	-	1500	-
Cl-7.3(Tensile Test)	-	1500	-
Cl-7.3.1(Test Piece)	-	1000	-
Cl-7.3.2(Procedure)	-	500	-
Cl-7.4(Susceptibility to Environmental Stress Cracking)	-	1500	-
Cl-8.0(Supply of pipes)	-	500	-
Cl-9.0(Coiling)	-	500	-
Cl-10.0(Sampling and criteria for conformity)	-	500	-
Cl-11(Marking)	-	500	-
3(Class of Pipe)	-	500	-
5.1 & Table 1(Dimensions of Pipes - Outside diameters)	-	500	-
5.1 & Table 1(Dimensions of Pipes - Wall thickness)	-	500	-
6(Visual Appearance)	-	500	-
7.1 & Table 2(Hydraulic Characteristics)	-	2500	-
7.1 & Table 2(Hydraulic Characteristics)	-	2500	-
7.2(Reversion Test)	-	1500	-
7.3(Tensile Strength)	-	1500	-
7.3(Elongation at Break)	-	1500	-
7.4(SusceptibiIity to Environmental Stress Cracking)	-	1500	-
4.2(a)(Carbon Black Content-IS 2530)	-	1500	-
4.2(b)(Carbon Black Dispersion-IS 2530)	-	1500	-
Cl-7.1(Hydraulic Characteristics- quality acceptance test)	-	2500	-

10 Mar, 2027

-
Included w.e.f 08.05.2025

IS 4990 (2024)

PLYWOOD FOR CONCRETE SHUTTERING WORKS SPECIFICATION (Fourth Revision)

All Type

18850 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl-5.1(Timber)	-	300	-
Cl-5.2(Adhesives for Bonding of Veneers)	-	300	-
Cl-6.1(Manufacture)	-	300	-
Cl-6.2(Manufacture ( Thickness of veneers))	-	300	-
Cl-6.3(Manufacture ( Physical and mechanical properties of veneers))	-	300	-
Cl-6.4, 6.7(Manufacture (Plywood for concrete shuttering))	-	300	-
Cl-6.5(Manufacture (Scarf joints))	-	300	-
Cl-6.6(Manufacture ( Preservative treatment))	-	300	-
Cl-7.1(Dimensions -length)	-	300	-
Cl-7.2(Thickness)	-	500	-
Cl-7.3(Squareness)	-	500	-
Cl-8.1, 8.2(Workmanship and finish)	-	500	-
Cl-10.3(Moisture Content)	-	500	-
Cl-10.4.1(Glue Adhesion in Dry State - Glue Shear Strength)	-	1000	-
Cl-10.4.2(Glue Adhesion in Dry State - Adhesion of Plies)	-	1000	-
Cl-10.5, 10.5.1(Resistance to Water Test)	-	1000	-
Cl-10.5.1.1(Water Resistance Test-Glue shear strength)	-	1000	-
Cl-10.5.1.2(Water Resistance Test-Adhesion of plies)	-	1000	-
Cl-10.5.2(Water Resistance Test (Alternate method))	-	1000	-
Cl-10.6(Water resistance test (Concrete shuttering Plywood))	-	1000	-
Cl-10.7.1, Table-2(Mycological Test- Glue shear strengt)	-	1500	-
Cl-10.7.2(Mycological Test- Adhesion of plies)	-	1500	-
Cl-10.8(Tensile Strength)	-	1500	-
Cl-10.9, Table-3 (i)(Along (parallel to the grain direction of the face veneer))	-	1500	-
Cl-10.9, Table-3 (ii)(Across (perpendicular to the grain direction of the face veneer))	-	1500	-
Cl-10.10, Table-4 (i) a(Wet Bending Strength -Modulus of Elasticity (MOE),- Average)	-	1500	-
Cl-10.10, Table-4 (i) b(Wet Bending Strength - Modulus of Elasticity (MOE),- Minimum individual)	-	1500	-
Cl-10.11(Retention of Preservative)	-	2500	-
Cl-10.12(Formaldehyde Content Test)	-	2000	-
Cl-10.13(Steady-State Formaldehyde Emission Test)	-	2000	-
Cl-5.1(Timber)	-	0	-
Cl-5.2(Adhesives for Bonding of Veneers)	-	8500	-
Cl-6.1(Manufacture)	-	0	-
Cl-6.2(Manufacture ( Thickness of veneers))	-	300	-
Cl-6.3(Manufacture ( Physical and mechanical properties of veneers))	-	0	-
Cl-6.4, 6.7(Manufacture (Plywood for concrete shuttering))	-	0	-
Cl-6.5(Manufacture (Scarf joints))	-	0	-
Cl-6.6(Manufacture ( Preservative treatment))	-	0	-
Cl-7.1(Dimensions -length)	-	600	-
Cl-7.2(Thickness)	-	200	-
Cl-7.3(Squareness)	-	500	-
Cl-8.1, 8.2(Workmanship and finish)	-	500	-
Cl-10.3(Moisture Content)	-	500	-
Cl-10.4.1(Glue Adhesion in Dry State - Glue Shear Strength)	-	1000	-
Cl-10.4.2(Glue Adhesion in Dry State - Adhesion of Plies)	-	1000	-
Cl-10.5, 10.5.1(Resistance to Water Test)	-	1000	-
Cl-10.5.1.1(Water Resistance Test-Glue shear strength)	-	1000	-
Cl-10.5.1.2(Water Resistance Test-Adhesion of plies)	-	1000	-
Cl-10.5.2(Water Resistance Test (Alternate method))	-	1000	-
Cl-10.6(Water resistance test (Concrete shuttering Plywood))	-	1000	-
Cl-10.7.1, Table-2(Mycological Test- Glue shear strengt)	-	2000	-
Cl-10.7.2(Mycological Test- Adhesion of plies)	-	2000	-
Cl-10.8(Tensile Strength)	-	1000	-
Cl-10.9, Table-3 (i)(Along (parallel to the grain direction of the face veneer))	-	1600	-
Cl-10.9, Table-3 (ii)(Across (perpendicular to the grain direction of the face veneer))	-	1600	-
Cl-10.10, Table-4 (i) a(Wet Bending Strength -Modulus of Elasticity (MOE),- Average)	-	1600	-
Cl-10.10, Table-4 (i) b(Wet Bending Strength - Modulus of Elasticity (MOE),- Minimum individual)	-	1600	-
Cl-10.11(Retention of Preservative)	-	2500	-
Cl-10.12(Formaldehyde Content Test)	-	2500	-
Cl-10.13(Steady-State Formaldehyde Emission Test)	-	2500	-

10 Mar, 2027

-
Included w.e.f 20.05.2025

IS 710 (2024)

MARINE PLYWOOD - SPECIFICATION (Third Revision)

All Type

15450 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl-4.1(Timber)	-	750	-
Cl-4.2(Adhesive)	-	750	-
Cl-5.1(Veneers)	-	750	-
Cl-5.2.1(Glueing)	-	750	-
Cl -5.2.2(Thickness of Veneers)	-	750	-
Cl - 5.2.3.1(Joint in Veneers)	-	750	-
Cl - 5.2.3.2(Edge joints)	-	750	-
Cl - 5.2.3.3(End joints)	-	750	-
Cl - 5.2.3.4(Scarf joints)	-	750	-
Cl - 5.2.4(Grain Direction)	-	750	-
Cl-5.3(Treatment)	-	750	-
Cl-5.4(Moisture Content)	-	750	-
Cl-6.1(Dimensions (length))	-	750	-
Cl-6.2(Thickness)	-	750	-
Cl-6.3(Squareness)	-	750	-
Cl-7.1, 7.2, 7.3, 7.4, 7.5 & 7.6(Workmanship and finish)	-	750	-
Cl-9.3(Moisture Content)	-	750	-
Cl-9.4.2(Glue Adhesion in Dry State- Adhesion of Plies)	-	750	-
Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength -Average)	-	1500	-
Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength -Average)	-	1500	-
Cl-9.5.1.2(Water Resistance Test-Adhesion of plies)	-	750	-
Cl-9.5.2(Water Resistance Test)	-	750	-
Cl-9.6(Tensile Strength-Along the grain)	-	1200	-
Cl-9.7(Mycological Test -Adhesion)	-	1200	-
Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average)	-	1500	-
Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual)	-	1500	-
Cl-9.9, Table-3 (i) a(Wet Bending Strength- Modulus of Elasticity (MOE)- Average)	-	1500	-
Cl-9.9, Table-3 (i) b(Wet Bending Strength- Modulus of Elasticity (MOE),-Minimum individual)	-	1500	-
Cl-9.10(Retention of Preservative)	-	1500	-
Cl-9.11(Formaldehyde Content Test)	-	1500	-
Cl-9.12(Steady-State Formaldehyde Emission Test)	-	1500	-
Cl-9.4.2(Adhesion of Plies)	-	750	-
5.1.1(Defects in veneers)	-	750	-
Cl-4.1(Timber)	-	0	-
Cl-4.2(Adhesive)	-	8500	-
Cl-5.1(Veneers)	-	2500	-
Cl-5.2.1(Glueing)	-	0	-
Cl -5.2.2(Thickness of Veneers)	-	500	-
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)	-	500	-
Cl-6.1(Dimensions (length))	-	1500	-
Cl-6.2(Thickness)	-	750	-
Cl-6.3(Squareness)	-	750	-
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)	-	750	-
Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength -Average)	-	750	-
Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength -Average)	-	1000	-
Cl-9.5.1.2(Water Resistance Test-Adhesion of plies)	-	1000	-
Cl-9.5.2(Water Resistance Test)	-	1000	-
Cl-9.6(Tensile Strength-Along the grain)	-	800	-
Cl-9.7(Mycological Test -Adhesion)	-	1000	-
Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average)	-	1200	-
Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual)	-	1200	-
Cl-9.9, Table-3 (i) a(Wet Bending Strength- Modulus of Elasticity (MOE)- Average)	-	1200	-
Cl-9.9, Table-3 (i) b(Wet Bending Strength- Modulus of Elasticity (MOE),-Minimum individual)	-	1200	-
Cl-9.10(Retention of Preservative)	-	1500	-
Cl-9.11(Formaldehyde Content Test)	-	2500	-
Cl-9.12(Steady-State Formaldehyde Emission Test)	-	2500	-
Cl-9.4.2(Adhesion of Plies)	-	8500	-
5.1.1(Defects in veneers)	-	2500	-

10 Mar, 2027

-
Included w.e.f 20.05.2025

IS 303 (2024)

Plywood for General Purposes â Specification (Fourth Revision)

All Type

10450 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl-5.1(Classification by appearance)	-	300	-
Cl-5.2, Table- 1 (i)(Blister)	-	300	-
Cl-5.2, Table- 1 (ii)(Checks)	-	300	-
Cl-5.2, Table- 1 (iii)(Discolouration)	-	300	-
Cl-5.2, Table- 1 (iv)(Dote)	-	300	-
Cl-5.2, Table- 1 (v)(Insect hole)	-	300	-
Cl-5.2, Table- 1 (vi)(Joints)	-	300	-
Cl-5.2, Table- 1 (vii)(Knots (dead))	-	300	-
Cl-5.2, Table- 1 (viii)(Pin knots (dead))	-	300	-
Cl-5.2, Table- 1 (ix)(Pin knots (live))	-	300	-
Cl-5.2, Table- 1 (x)(Knots (tight))	-	300	-
Cl-5.2, Table- 1 (xi)(Patches)	-	300	-
Cl-5.2, Table- 1 (xii)(Splits)	-	300	-
Cl-5.2, Table- 1 (xiii)(Swirl)	-	300	-
Cl-5.2, Table-2(Maximum Number of Categories of Permissible Defects, per m2)	-	300	-
Cl-6.1(Timber)	-	300	-
Cl-6.2(Adhesive)	-	300	-
Cl-7.2.1(Thickness of veneers)	-	300	-
Cl-7.2.3(Grain Direction)	-	300	-
Cl-7.2.5.1(Gaps in cores and cross-bands)	-	300	-
Cl-7.2.5.2(Splits)	-	300	-
Cl-7.2.5.3(Overlap)	-	300	-
Cl-8.1(Dimensions -length)	-	700	-
Cl-8.2(Thickness of the plywood boards)	-	300	-
Cl-8.3(Squareness)	-	700	-
Cl-11.3.1, 11.3.1.1(Water Resistance Test)	-	1000	-
Cl-11.3.2(Mycological Test)	-	1500	-
Cl-11.4(Moisture Content)	-	500	-
Cl-11.5, Table 4(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average)	-	1500	-
Cl-11.5, Table 4(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual)	-	1500	-
Cl-11.6(Formaldehyde Content Test)	-	2000	-
Cl-11.7(Steady-State Formaldehyde Emission Test)	-	2000	-
Cl-9(WORKMANSHIP AND FINISH)	-	300	-
Cl-7.2.4(Scarf Joints)	-	300	-
Cl-5.1(Classification by appearance)	-	200	-
Cl-5.2, Table- 1 (i)(Blister)	-	200	-
Cl-5.2, Table- 1 (ii)(Checks)	-	200	-
Cl-5.2, Table- 1 (iii)(Discolouration)	-	200	-
Cl-5.2, Table- 1 (iv)(Dote)	-	200	-
Cl-5.2, Table- 1 (v)(Insect hole)	-	200	-
Cl-5.2, Table- 1 (vi)(Joints)	-	200	-
Cl-5.2, Table- 1 (vii)(Knots (dead))	-	200	-
Cl-5.2, Table- 1 (viii)(Pin knots (dead))	-	200	-
Cl-5.2, Table- 1 (ix)(Pin knots (live))	-	200	-
Cl-5.2, Table- 1 (x)(Knots (tight))	-	200	-
Cl-5.2, Table- 1 (xi)(Patches)	-	200	-
Cl-5.2, Table- 1 (xii)(Splits)	-	200	-
Cl-5.2, Table- 1 (xiii)(Swirl)	-	200	-
Cl-5.2, Table-2(Maximum Number of Categories of Permissible Defects, per m2)	-	0	-
Cl-6.1(Timber)	-	0	-
Cl-6.2(Adhesive)	-	8500	-
Cl-7.2.1(Thickness of veneers)	-	300	-
Cl-7.2.3(Grain Direction)	-	200	-
Cl-7.2.5.1(Gaps in cores and cross-bands)	-	200	-
Cl-7.2.5.2(Splits)	-	200	-
Cl-7.2.5.3(Overlap)	-	200	-
Cl-8.1(Dimensions -length)	-	600	-
Cl-8.2(Thickness of the plywood boards)	-	300	-
Cl-8.3(Squareness)	-	750	-
Cl-11.3.1, 11.3.1.1(Water Resistance Test)	-	1000	-
Cl-11.3.2(Mycological Test)	-	1500	-
Cl-11.4(Moisture Content)	-	750	-
Cl-11.5, Table 4(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average)	-	750	-
Cl-11.5, Table 4(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual)	-	750	-
Cl-11.6(Formaldehyde Content Test)	-	2500	-
Cl-11.7(Steady-State Formaldehyde Emission Test)	-	2500	-
Cl-9(WORKMANSHIP AND FINISH)	-	500	-
Cl-7.2.4(Scarf Joints)	-	0	-

10 Mar, 2027

-
Included w.e.f 20.05.2025

1
2
3
Next
Last

Bureau of Indian Standards

The National Standards Body of India

PIONEER TESTING LABORATORY PRIVATE LIMITED

Kh No. 84/2, Street No: 4, Mundka Industrial Area, (Near Mundka INDUSTRIAL Area Metro Station), New Delhi - 110041., Delhi, West, Delhi, 110041

9810040186 pioneertestinglabdelhi@gmail.com

Scope List