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S.No.

Lab Name

Osl Code

Indian Standard No.

Product

Grade / Type / Size / Designation etc.

Testing Charges (Excl. Of Taxes)

Validity Date

Remark

2101

Atmy Analytical Labs Private Limited (Unit-2)

8176106

IS 1258 (2024)

Bayonet lampholders (Fifth Revision)

ALL

19800 View breakup
-

Clause No.	Exclusion	Remark
4(General requirements)	-	-
6(Standard ratings)	-	-
7(Classification)	-	-
8(Marking)	-	-
9(Dimensions)	-	-
10(Protection against electric shock)	-	-
11(Terminals)	-	-
12(Provision for earthing)	-	-
13(Construction)	-	-
14(Switched lampholders)	-	-
15(Moisture resistance, insulation resistance and electrical strength)	-	-
16(Mechanical strength)	-	-
17(Screws, current-carrying parts and connections)	-	-
18(Creepage distances and clearances)	-	-
19(General resistance to heat)	-	-
20(Resistance to heat, fire and tracking)	-	-
21(Resistance to excessive residual stresses (season cracking) and to rusting)	-	-
Annex A(Season cracking/corrosion test)	-	-
12.4(Thermal tests)	-	-
9.1(Lampholder dimensions)	-	-
11.2(Terminals)	-	-
12.3(Provision for earthing)	-	-
13.1(Construction)	-	-
13.8(Construction)	-	-
14.4(Switched lampholders)	-	-
15.1(Moisture resistance, insulation resistance and electrical strength)	-	-
16.7(Mechanical strength)	-	-
16.8(Mechanical strength)	-	-
21.2(Resistance to excessive residual stresses (season cracking) and to rusting)	-	-

08 Feb, 2027

-
Included.w.e.f.24.01.2025

2102

Indian Institute of Packaging

7118404

IS 14490 (2024)

Plain Copier Paper â Specification (Second Revision)

Plain Copier Paper

10200 View breakup
-

Clause No.	Exclusion	Remark
5.1.1(plain copier paper)	-	-
5.3(Grammage (Substance))	-	-
5.4(Thickness)	-	-
5.5(Size)	-	-
5.6, Table 1, i(ISO brightness, percent, Min)	-	-
5.6, Table 1, ii(Opacity, percent, Min)	-	-
5.6, Table 1, iii(One minute cobb test, both sides, g/m2 , Max)	-	-
5.6, Table 1, iv(Surface strength, Dennison (Wax Pick))	-	-
5.6, Table 1, v(Smoothness for both sides (Bendsten), ml/min, Max)	-	-
5.6, Table 1, vi(Ash content (at 900 °C), percent by mass, Max)	-	-
5.6, Table 1, vii(Taber stiffness, Min:)	-	-
5.6, Table 1, viii(Tear Index, mN.m2 /g, Min:)	-	-
5.6, Table 1, ix(Tensile index, N.m/g, Min:)	-	-
5.1.2(k,)	-	-
5.2(0)	-	-
5.8(Additional Requirements for Eco-Mark)	-	-
5.7(Conditioning)	-	-
6(PACKING AND MARKING)	-	-

30 Jun, 2025

-
Included w.e.f 27.03.2025

2103

JBS TESTING SOLUTIONS PVT LTD

9164606

IS 2721 (2003)

Galvanized steel chain link fence fabric - Specification (Second Revision)

7500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl.5(Carbon- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	7500	For Complete testing
Cl.5(Manganese- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	7500	For Complete testing
Cl.5(Sulphur- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	7500	For Complete testing
Cl.5(Phosphorus- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	7500	For Complete testing
Cl.5(Silicon- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	7500	For Complete testing
Cl.5(Aluminium- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	7500	For Complete testing
Cl.5(Copper- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	7500	For Complete testing
Cl.5(Niobium- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	7500	For Complete testing
Cl.5(Vanadium- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	7500	For Complete testing
Cl.5(Titanium- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	7500	For Complete testing
Cl.6.1, 6.2, Table 1(Mesh Size)	-	7500	For Complete testing
Cl.6.3, Table 1(Width of the fabric)	-	7500	For Complete testing
Cl.6.3, Table 1(Length of the fabric)	-	7500	For Complete testing
Cl.6.1, 6.2, Table 1(Nominal Dia of Mesh wire)	-	7500	For Complete testing
Cl. 7.2 and Table 1(Line Wire (Diameter))	-	7500	For Complete testing
Cl. 7.2 and Table 1(Line Wire (Number of wires))	-	7500	For Complete testing
Cl.8(Chain link fence fabric(Mass of zinc coating)- IS 6745)	-	7500	For Complete testing
Cl.8(Chain link fence fabric (Number of dips of zinc coating))	-	7500	For Complete testing
Cl.8(Chain link fence fabric (Uniformity of Zinc coating)-IS 2633)	-	7500	For Complete testing
Cl.8(Chain link fence fabric [Adhesion test of Zinc coating (Minimum complete turn of wrap)]- IS 4826/IS 12753)	-	7500	For Complete testing
Cl.8(Chain link fence fabric [Adhesion test of Zinc coating( Ratio between mandrel diameter and of wire)]-IS 4826/IS 12753)	-	7500	For Complete testing
Cl.9.1.1(Tensile test of mesh and line wires- IS 1608)	-	7500	For Complete testing
Cl.9.1.2(Wrapping test of mesh and line wires-IS 1755)	-	7500	For Complete testing
Cl.9.1.3(Twist test of mesh and line wires-IS 1717)	-	7500	For Complete testing
Cl.9.1.4(Bend test of mesh and line wires- IS 1608)	-	7500	For Complete testing
Cl.9.2(Line wire (Mass of zinc coating)- IS 6745)	-	7500	For Complete testing
Cl.9.2(Line Wire (Number of dips of zinc coating))	-	7500	For Complete testing
Cl.9.2(Line Wire (Uniformity of Zinc coating)-IS 2633)	-	7500	For Complete testing
Cl.9.2(Line Wire [Adhesion test of Zinc coating (Minimum complete turn of wrap)]- IS 4826/IS 12753)	-	7500	For Complete testing
Cl.9.2(Line Wire [Adhesion test of Zinc coating( Ratio between mandrel diameter and of wire)]-IS 4826/IS 12753)	-	7500	For Complete testing
Cl.9.2(Mesh wire (Mass of zinc coating)- IS 6745)	-	7500	For Complete testing
Cl.9.2(Mesh Wire (Number of dips of zinc coating))	-	7500	For Complete testing
Cl.9.2(Mesh Wire (Uniformity of Zinc coating)-IS 2633)	-	7500	For Complete testing
Cl.9.2(Mesh Wire [Adhesion test of Zinc coating (Minimum complete turn of wrap)]- IS 4826/IS 12753)	-	7500	For Complete testing
Cl.9.2(Mesh Wire [Adhesion test of Zinc coating( Ratio between mandrel diameter and of wire)]-IS 4826/IS 12753)	-	7500	For Complete testing

04 Dec, 2028

-
Included w.e.f. 18.02.2025

2104

BIS, Eastern Regional Laboratory (ERL)

None

IS 12146 (1987)

Specification for carbon manganese steel forgings for pressure vessels

- View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
6.1, Table 3 (Yield Strength, Mpa)	-
6.1, Table 3 (Tensile Strength, Mpa)	-
6.1, Table 3 (Elongation, %)	-

-
-

2105

Ahmedabad Textile Industry's Research Association

7173002

IS 17728 (2021)

Agro Textiles - High Density Polyethylene (HDPE) Laminated Woven Lay Flat Tube and Fittings for use in Rain Irrigation System - Specification

107770 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4.1(MATERIALS - HDPE Tapes)	-	1200	-
4.2(MATERIALS - HDPE Fabric)	-	200	-
5.1(MANUFACTURE - The fabric used to manufacture lay flat tubes for use in rain irrigation system shall be laminated)	-	550	-
5.2("MANUFACTURE - A suitable multi-layer laminated fabric with adequate number of layers shall be produced using a combination of HDPE fabric and layers of coating film If required, a LDPE liner of adequate thickness may also be incorporated. kness of the sandwich lamination shall be 40 microns. The coating/sandwich lamination thickness shall be measured.")	-	1150	-
5.4(MANUFACTURE - The perforations shall be engraved in zig-zag pattern on lay flat tube for use in rain irrigation system by a suitable laser engraving machine)	-	400	-
6- Table 2- i)(REQUIREMENTS - Mass, g/m²)	-	400	-
6- Table 2- ii)(REQUIREMENTS - Breaking strength on 5 cm × 20 cm strip before UV exposure, N)	-	900	-
6- Table 2- iii)(REQUIREMENTS - Elongation at break)	-	0	-
6- Table 2- iv)(REQUIREMENTS - Retention of breaking strength after UV exposure of 500 h, N,)	-	45900	-
6- Table 1- v)(REQUIREMENTS - Abrasion resistance)	-	1350	-
6- Table 1- vi)(REQUIREMENTS - Trapezoid tear strength, N a) Warp b) Weft)	-	900	-
6- Table 1- vii)(REQUIREMENTS - Puncture strength)	-	1350	-
6- Table 1- ix)(REQUIREMENTS - Cold cracking resistance test at –5 °C)	-	1100	-
6.2(Workmanship)	-	200	-
6.3(Hydrostatic Burst Pressure Test (Without perforation))	-	650	-
6.4(Length)	-	200	-
6.6(Welded Seam Strength before UV Exposure)	-	900	-
6.7(Welded Seam Strength after UV Exposure)	-	45900	-
6.13(Colour)	-	200	-
Clause-6 Table-2 S.No-1 (i)(Mass)	-	0	-
Clause-6 Table-2 S.No-1 (ii)(Breaking strength)	-	0	-
Clause-6 Table-2 S.No-1 (iii)(Elongation at break)	-	0	-
Clause-6 Table-2 S.No-1 (iv)(Retention of breaking strength after UV exposure)	-	0	-
Clause-6 Table-2 S.No-1 (v)(Abrasion resistance)	-	0	-
Clause-6 Table-2 S.No-1 (vi)(Trapezoid tear strength)	-	0	-
Clause-6 Table-2 S.No-1 (vii)(Puncture strength)	-	0	-
Clause-6 Table-2 S.No-1 (viii)(Accelerated ageing test)	-	4320	-
Clause-6 Table-2 S.No-1 (ix)(Cold cracking resistance tes)	-	0	-

-
Included w.e.f 04.03.2025 Exclusion: Cl 4.1 Carbon Black Dispersion, Cl 5.1 Carbon Black Dispersion, Cl 5.3 Measurement of minimum overlap, Cl 6.1 Internal Diameter of lay flat tube, Cl 6.5 (Kink Test), Cl 6.8 (Susceptibility to Environmental Stress Cracking), Cl 6.9 Coefficient of Distribution Uniformity & Throw, Cl 6.10 Temperature Cyclic Test for Change in Hole Behaviour, Cl 6.11 Change in Hole Behaviour at High Pressure & Temperature, Cl 6.12 Uniformity of Water Flow Rate, Cl 7.3 (Resistance to Pull Out of Joints Between Fitting and Perforated Lay Flat Tube -), Cl 8 (REQUIREMENTS FOR LAY FLAT TUBE FOR USE IN MAINS AND SUB MAIN),Cl 9 (PATCHING OF PERFORATED LAY FLAT TUBE)

2106

SHRI BAJRANG TESTING LABS

8183006

IS 383 (2016)

Coarse and Fine Aggregate for Concrete - Specification (Third Revision)

All

12500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.4.1 (a)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value)	-	700	-
5.4.1 (b)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value)	-	0	-
5.4.2(a)( Aggregates Impact Value)	-	500	-
5.4.2(b)( Aggregates Impact Value)	-	0	-
5.4.3(a)( Aggregate Abrasion Value)	-	500	-
5.4.3(b)( Aggregate Abrasion Value)	-	500	-
6.1-Table 7(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Nominal Size of aggregate)	-	500	-
6.1-Table 7(i)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 80 mm sieve )	-	500	-
6.1-Table 7(ii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 63 mm sieve )	-	500	-
6.1-Table 7(iii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 40 mm sieve )	-	500	-
6.1-Table 7(iv)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 20 mm sieve )	-	200	-
6.1-Table 7(v)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 16 mm sieve )	-	200	-
6.1-Table 7(vi)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 12.5 mm sieve )	-	200	-
6.1-Table 7(vii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 10 mm sieve )	-	200	-
6.1-Table 7(viii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 4.75 mm sieve )	-	200	-
6.1-Table 7(ix)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 2.36 mm sieve )	-	200	-
6.1.1-Table 8(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Class)	-	500	-
6.1.1-Table 8(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Size)	-	0	-
6.1.1-Table 8(i)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 160 mm Sieve)	-	200	-
6.1.1-Table 8(i)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 80 mm Sieve)	-	0	-
6.1.1-Table 8(ii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 80 mm Sieve)	-	200	-
6.1.1-Table 8(ii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 40 mm Sieve)	-	200	-
6.1.1-Table 8(iii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 40 mm Sieve)	-	200	-
6.1.1-Table 8(iii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 20 mm Sieve)	-	200	-
6.1.1-Table 8(iv)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 20 mm Sieve)	-	200	-
6.1.1-Table 8(iv)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 4.75 mm Sieve)	-	400	-
6.1.1-Table 8(iv)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 2.36 mm Sieve)	-	200	-
6.2-Table 7(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Nominal Size of aggregate)	-	500	-
6.2-Table 7(i)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 80 mm sieve)	-	200	-
6.2-Table 7(ii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 63 mm sieve)	-	200	-
6.2-Table 7(iii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 40 mm sieve)	-	200	-
6.2-Table 7(iv)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 20 mm sieve)	-	400	-
6.2-Table 7(v)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 16 mm sieve)	-	200	-
6.2-Table 7(vi)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 12.5 mm sieve)	-	200	-
6.2-Table 7(vii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 10 mm sieve)	-	200	-
6.2-Table 7(viii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 4.75 mm sieve)	-	100	-
6.2-Table 7(ix)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 2.36 mm sieve)	-	100	-
6.3-Table 9(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Grading Zone)	-	200	-
6.3-Table 9(i)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 10mm Sieve )	-	500	-
6.3-Table 9(ii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 4.75mm Sieve )	-	500	-
6.3-Table 9(iii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 2.36mm Sieve )	-	500	-
6.3-Table 9(iv)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 1.18mm Sieve )	-	200	-
6.3-Table 9(v)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 600µm Sieve )	-	200	-
6.3-Table 9(vi)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 300µm Sieve )	-	400	-
6.3-Table 9(vii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 150µm Sieve )	-	200	-
6.4-Table 10(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Nominal Size )	-	500	-
6.4-Table 10(i)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 80mm Sieve )	-	400	-
6.4-Table 10(ii)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 40mm Sieve )	-	200	-
6.4-Table 10(iii)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 20mm Sieve )	-	200	-
6.4-Table 10(iv)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 4.75mm Sieve )	-	200	-
6.4-Table 10(v)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 600µm Sieve )	-	200	-
6.4-Table 10(vi)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 150µm Sieve )	-	200	-
5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(fine aggregate))	-	500	-
5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (fine aggregate))	-	500	-
5.7-Table-3-(III) IS:14959 (P-2)(Water soluble chloride content (fine aggregate))	-	1500	-
5.7-Table-3-(II) IS:4032(Total sulphate content (fine aggregate))	-	1200	-
5.6-IS: 2386 (P-7)(Alkali Aggregate Reaction (fine aggregate))	-	1500	-
5.5-IS: 2386 (P-5)(Soundness (fine aggregate))	-	1500	-
5.2- TABLE-2- (Note-3) IS-2386 (P-2)(Mica content (fine aggregate))	-	1000	-
5.2- TABLE-2- (Note-4) IS-2386 (P-2)(Effect of organic impurities on strength of mortar (fine aggregate))	-	500	-
5.2- TABLE-2- (Note-4) IS-2386 (P-2)(Organic impurities (fine aggregate))	-	500	-
5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (fine aggregate))	-	2500	-
5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (fine aggregate))	-	500	-
5.2- TABLE-2- (ii) IS-2386 (P-2)(Clay lumps (fine aggregate ))	-	1000	-
5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (fine aggregate ))	-	1000	-
5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(coarse aggregate))	-	500	-
5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (coarse aggregate))	-	0	-
5.7-Table-3-(III) BN EN: 1744(Water soluble chloride content (coarse aggregate))	-	500	-
5.7-Table-3-(II) BN EN: 1744(Total sulphate content (coarse aggregate))	-	500	-
5.6-IS: 2386 (P-7)(Alkali Aggregate Reaction (coarse aggregate))	-	500	-
5.5-IS: 2386 (P-5)(Soundness (coarse aggregate))	-	1500	-
5.3-IS: 2386 (P-1)(Combined elongation & flakiness index (coarse aggregate))	-	1000	-
5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (coarse aggregate))	-	1500	-
5.2- TABLE-2- (iv) IS-2386 (P-2)(Soft fragments (coarse aggregate))	-	0	-
5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (coarse aggregate))	-	0	-
5.2- TABLE-2- (ii) IS-2386 (P-2)(Clay lumps (coarse aggregate ))	-	0	-
5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (coarse aggregate ))	-	0	-
5.5(Soundness By Magnesium Sulphate)	-	500	-
7.2(Moisture Content)	-	500	-
7.2(Bulking Of Fine Aggregate)	-	500	-
7.2(Bulk Density loose)	-	600	-
7.2(Bulk Density Rodded)	-	0	-
5.5(Soundness By Magnesium Sulphate)	-	1000	-
7.2(Moisture Content)	-	0	-
7.2(Bulk Density loose)	-	0	-
7.2(Bulk Density Rodded)	-	0	-
5.3(Elongation Index)	-	0	-
5.3(Flakiness Index)	-	0	-
5.6(Alkali Agregate Reaction )	-	0	-
5.7 table 3(WaterAbsorption)	-	1000	-
5.7 table 3(Specific Gravity)	-	0	-
5.3(Flakiness & Elongation)	-	0	-
5.5 Na2so4/5.5.1 Maso4/5.5.1 (Soundness)	-	500	-
5.7 table 4 (Calcium oxide)	-	500	-
5.5 Na2so4/5.5.1 Maso4/5.5.1 (Soundness)	-	0	-
5.2 (5.2.2, 5.2.1, 5.2.3, shale table-2 ) (Deleterious material (Clay lumps, coal & lignite, material finer than 75 micron IS sieve, Soft fragments,shale))	-	0	-
3.2.2 Table 3 ii) IS 1963(Basicity as CaO/SiO2)	-	0	-
Clause 5.7- Table 3 (i) (TotalAlkali content as Na2O equivalent )	-	0	-
Clause 5.6(Nature of Aggregate)	-	0	-
Clause 5.6(Dissolved Silica)	-	0	-
Clause 5.6(Reduction in Alkalinity)	-	0	-
Clause 5.1(General)	-	0	-
Clause 5.1(General)	-	0	-
Table 4 Cl. 5.7 (ii)(Total Sulphur as S)	-	500	-
Table 4 Cl. 5.7 (iii)(Total iron as FeO)	-	500	-
Table 5 Cl. 5.7 (i)(Calcium oxide as CaO,)	-	500	-
Table 5 Cl. 5.7 (ii)(Magnesium oxide as MgO)	-	500	-
Table 5 Cl. 5.7 (iii)(Total iron as FeO)	-	500	-
Table 5 Cl. 5.7 (iv)(Basicity as CaO/SiO2)	-	500	-
Table 6 Cl. 5.7 (i)(Calcium oxide as CaO)	-	500	-
Table 6 Cl. 5.7 (ii)(Total sulphur as S)	-	0	-
Table 6 Cl. 5.7 (iii)(Total iron as FeO)	-	0	-
Table 6 Cl. 5.7 (iv)()	-	0	-
Table 6 Cl. 5.7 (iv)()	-	0	-
5.2- TABLE-2- (Note-4) IS-2386 (P-2)(Effect of organic impurities on strength of mortar (fine aggregate))	-	0	-
5.4.1 (a)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value)	-	0	-
5.4.1 (b)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value)	-	0	-
5.4.2(a)( Aggregates Impact Value)	-	0	-
5.4.2(b)( Aggregates Impact Value)	-	0	-
5.4.3(a)( Aggregate Abrasion Value)	-	0	-
5.4.3(b)( Aggregate Abrasion Value)	-	0	-
6.1-Table 7(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Nominal Size of aggregate)	-	0	-
6.1-Table 7(i)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 80 mm sieve )	-	0	-
6.1-Table 7(ii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 63 mm sieve )	-	0	-
6.1-Table 7(iii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 40 mm sieve )	-	0	-
6.1-Table 7(iv)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 20 mm sieve )	-	0	-
6.1-Table 7(v)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 16 mm sieve )	-	0	-
6.1-Table 7(vi)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 12.5 mm sieve )	-	0	-
6.1-Table 7(vii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 10 mm sieve )	-	0	-
6.1-Table 7(viii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 4.75 mm sieve )	-	0	-
6.1-Table 7(ix)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 2.36 mm sieve )	-	0	-
6.1.1-Table 8(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Class)	-	0	-
6.1.1-Table 8(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Size)	-	0	-
6.1.1-Table 8(i)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 160 mm Sieve)	-	0	-
6.1.1-Table 8(i)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 80 mm Sieve)	-	0	-
6.1.1-Table 8(ii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 80 mm Sieve)	-	0	-
6.1.1-Table 8(ii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 40 mm Sieve)	-	0	-
6.1.1-Table 8(iii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 40 mm Sieve)	-	0	-
6.1.1-Table 8(iii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 20 mm Sieve)	-	0	-
6.1.1-Table 8(iv)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 20 mm Sieve)	-	0	-
6.1.1-Table 8(iv)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 4.75 mm Sieve)	-	0	-
6.1.1-Table 8(iv)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 2.36 mm Sieve)	-	0	-
6.2-Table 7(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Nominal Size of aggregate)	-	0	-
6.2-Table 7(i)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 80 mm sieve)	-	0	-
6.2-Table 7(ii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 63 mm sieve)	-	0	-
6.2-Table 7(iii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 40 mm sieve)	-	0	-
6.2-Table 7(iv)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 20 mm sieve)	-	0	-
6.2-Table 7(v)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 16 mm sieve)	-	0	-
6.2-Table 7(vi)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 12.5 mm sieve)	-	0	-
6.2-Table 7(vii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 10 mm sieve)	-	0	-
6.2-Table 7(viii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 4.75 mm sieve)	-	0	-
6.2-Table 7(ix)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 2.36 mm sieve)	-	0	-
6.3-Table 9(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Grading Zone)	-	0	-
6.3-Table 9(i)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 10mm Sieve )	-	0	-
6.3-Table 9(ii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 4.75mm Sieve )	-	0	-
6.3-Table 9(iii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 2.36mm Sieve )	-	0	-
6.3-Table 9(iv)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 1.18mm Sieve )	-	0	-
6.3-Table 9(v)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 600µm Sieve )	-	0	-
6.3-Table 9(vi)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 300µm Sieve )	-	0	-
6.3-Table 9(vii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 150µm Sieve )	-	0	-
6.4-Table 10(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Nominal Size )	-	0	-
6.4-Table 10(i)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 80mm Sieve )	-	0	-
6.4-Table 10(ii)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 40mm Sieve )	-	0	-
6.4-Table 10(iii)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 20mm Sieve )	-	0	-
6.4-Table 10(iv)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 4.75mm Sieve )	-	0	-
6.4-Table 10(v)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 600µm Sieve )	-	0	-
6.4-Table 10(vi)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 150µm Sieve )	-	0	-
5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(fine aggregate))	-	0	-
5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (fine aggregate))	-	0	-
5.7-Table-3-(III) IS:14959 (P-2)(Water soluble chloride content (fine aggregate))	-	0	-
5.7-Table-3-(II) IS:4032(Total sulphate content (fine aggregate))	-	0	-
5.6-IS: 2386 (P-7)(Alkali Aggregate Reaction (fine aggregate))	-	0	-
5.5-IS: 2386 (P-5)(Soundness (fine aggregate))	-	0	-
5.2- TABLE-2- (Note-3) IS-2386 (P-2)(Mica content (fine aggregate))	-	0	-
5.2- TABLE-2- (Note-4) IS-2386 (P-2)(Effect of organic impurities on strength of mortar (fine aggregate))	-	0	-
5.2- TABLE-2- (Note-4) IS-2386 (P-2)(Organic impurities (fine aggregate))	-	0	-
5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (fine aggregate))	-	0	-
5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (fine aggregate))	-	0	-
5.2- TABLE-2- (ii) IS-2386 (P-2)(Clay lumps (fine aggregate ))	-	0	-
5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (fine aggregate ))	-	0	-
5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(coarse aggregate))	-	0	-
5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (coarse aggregate))	-	0	-
5.7-Table-3-(III) BN EN: 1744(Water soluble chloride content (coarse aggregate))	-	0	-
5.7-Table-3-(II) BN EN: 1744(Total sulphate content (coarse aggregate))	-	0	-
5.6-IS: 2386 (P-7)(Alkali Aggregate Reaction (coarse aggregate))	-	0	-
5.5-IS: 2386 (P-5)(Soundness (coarse aggregate))	-	0	-
5.3-IS: 2386 (P-1)(Combined elongation & flakiness index (coarse aggregate))	-	0	-
5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (coarse aggregate))	-	0	-
5.2- TABLE-2- (iv) IS-2386 (P-2)(Soft fragments (coarse aggregate))	-	0	-
5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (coarse aggregate))	-	0	-
5.2- TABLE-2- (ii) IS-2386 (P-2)(Clay lumps (coarse aggregate ))	-	0	-
5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (coarse aggregate ))	-	0	-
5.5(Soundness By Magnesium Sulphate)	-	0	-
7.2(Moisture Content)	-	0	-
7.2(Bulking Of Fine Aggregate)	-	0	-
7.2(Bulk Density loose)	-	0	-
7.2(Bulk Density Rodded)	-	0	-
5.5(Soundness By Magnesium Sulphate)	-	0	-
7.2(Moisture Content)	-	0	-
7.2(Bulk Density loose)	-	0	-
7.2(Bulk Density Rodded)	-	0	-
5.3(Elongation Index)	-	0	-
5.3(Flakiness Index)	-	0	-
5.6(Alkali Agregate Reaction )	-	0	-
5.7 table 3(WaterAbsorption)	-	0	-
5.7 table 3(Specific Gravity)	-	0	-
5.3(Flakiness & Elongation)	-	0	-
5.5 Na2so4/5.5.1 Maso4/5.5.1 (Soundness)	-	0	-
5.7 table 4 (Calcium oxide)	-	0	-
5.5 Na2so4/5.5.1 Maso4/5.5.1 (Soundness)	-	0	-
5.2 (5.2.2, 5.2.1, 5.2.3, shale table-2 ) (Deleterious material (Clay lumps, coal & lignite, material finer than 75 micron IS sieve, Soft fragments,shale))	-	0	-
3.2.2 Table 3 ii) IS 1963(Basicity as CaO/SiO2)	-	0	-
Clause 5.7- Table 3 (i) (TotalAlkali content as Na2O equivalent )	-	0	-
Clause 5.6(Nature of Aggregate)	-	0	-
Clause 5.6(Dissolved Silica)	-	0	-
Clause 5.6(Reduction in Alkalinity)	-	0	-
Clause 5.1(General)	-	0	-
Clause 5.1(General)	-	0	-
Table 4 Cl. 5.7 (ii)(Total Sulphur as S)	-	0	-
Table 4 Cl. 5.7 (iii)(Total iron as FeO)	-	0	-
Table 5 Cl. 5.7 (i)(Calcium oxide as CaO,)	-	0	-
Table 5 Cl. 5.7 (ii)(Magnesium oxide as MgO)	-	0	-
Table 5 Cl. 5.7 (iii)(Total iron as FeO)	-	0	-
Table 5 Cl. 5.7 (iv)(Basicity as CaO/SiO2)	-	0	-
Table 6 Cl. 5.7 (i)(Calcium oxide as CaO)	-	0	-
Table 6 Cl. 5.7 (ii)(Total sulphur as S)	-	0	-
Table 6 Cl. 5.7 (iii)(Total iron as FeO)	-	0	-
Table 6 Cl. 5.7 (iv)()	-	0	-
Table 6 Cl. 5.7 (iv)()	-	0	-
5.2- TABLE-2- (Note-4) IS-2386 (P-2)(Effect of organic impurities on strength of mortar (fine aggregate))	-	0	-
5.4.1 (a)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value)	-	0	-
5.4.1 (b)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value)	-	0	-
5.4.2(a)( Aggregates Impact Value)	-	0	-
5.4.2(b)( Aggregates Impact Value)	-	0	-
5.4.3(a)( Aggregate Abrasion Value)	-	0	-
5.4.3(b)( Aggregate Abrasion Value)	-	0	-
6.1-Table 7(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Nominal Size of aggregate)	-	0	-
6.1-Table 7(i)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 80 mm sieve )	-	0	-
6.1-Table 7(ii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 63 mm sieve )	-	0	-
6.1-Table 7(iii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 40 mm sieve )	-	0	-
6.1-Table 7(iv)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 20 mm sieve )	-	0	-
6.1-Table 7(v)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 16 mm sieve )	-	0	-
6.1-Table 7(vi)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 12.5 mm sieve )	-	0	-
6.1-Table 7(vii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 10 mm sieve )	-	0	-
6.1-Table 7(viii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 4.75 mm sieve )	-	0	-
6.1-Table 7(ix)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 2.36 mm sieve )	-	0	-
6.1.1-Table 8(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Class)	-	0	-
6.1.1-Table 8(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Size)	-	0	-
6.1.1-Table 8(i)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 160 mm Sieve)	-	0	-
6.1.1-Table 8(i)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 80 mm Sieve)	-	0	-
6.1.1-Table 8(ii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 80 mm Sieve)	-	0	-
6.1.1-Table 8(ii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 40 mm Sieve)	-	0	-
6.1.1-Table 8(iii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 40 mm Sieve)	-	0	-
6.1.1-Table 8(iii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 20 mm Sieve)	-	0	-
6.1.1-Table 8(iv)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 20 mm Sieve)	-	0	-
6.1.1-Table 8(iv)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 4.75 mm Sieve)	-	0	-
6.1.1-Table 8(iv)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 2.36 mm Sieve)	-	0	-
6.2-Table 7(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Nominal Size of aggregate)	-	0	-
6.2-Table 7(i)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 80 mm sieve)	-	0	-
6.2-Table 7(ii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 63 mm sieve)	-	0	-
6.2-Table 7(iii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 40 mm sieve)	-	0	-
6.2-Table 7(iv)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 20 mm sieve)	-	0	-
6.2-Table 7(v)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 16 mm sieve)	-	0	-
6.2-Table 7(vi)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 12.5 mm sieve)	-	0	-
6.2-Table 7(vii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 10 mm sieve)	-	0	-
6.2-Table 7(viii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 4.75 mm sieve)	-	0	-
6.2-Table 7(ix)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 2.36 mm sieve)	-	0	-
6.3-Table 9(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Grading Zone)	-	0	-
6.3-Table 9(i)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 10mm Sieve )	-	0	-
6.3-Table 9(ii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 4.75mm Sieve )	-	0	-
6.3-Table 9(iii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 2.36mm Sieve )	-	0	-
6.3-Table 9(iv)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 1.18mm Sieve )	-	0	-
6.3-Table 9(v)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 600µm Sieve )	-	0	-
6.3-Table 9(vi)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 300µm Sieve )	-	0	-
6.3-Table 9(vii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 150µm Sieve )	-	0	-
6.4-Table 10(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Nominal Size )	-	0	-
6.4-Table 10(i)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 80mm Sieve )	-	0	-
6.4-Table 10(ii)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 40mm Sieve )	-	0	-
6.4-Table 10(iii)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 20mm Sieve )	-	0	-
6.4-Table 10(iv)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 4.75mm Sieve )	-	0	-
6.4-Table 10(v)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 600µm Sieve )	-	0	-
6.4-Table 10(vi)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 150µm Sieve )	-	0	-
5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(fine aggregate))	-	0	-
5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (fine aggregate))	-	0	-
5.7-Table-3-(III) IS:14959 (P-2)(Water soluble chloride content (fine aggregate))	-	0	-
5.7-Table-3-(II) IS:4032(Total sulphate content (fine aggregate))	-	0	-
5.6-IS: 2386 (P-7)(Alkali Aggregate Reaction (fine aggregate))	-	0	-
5.5-IS: 2386 (P-5)(Soundness (fine aggregate))	-	0	-
5.2- TABLE-2- (Note-3) IS-2386 (P-2)(Mica content (fine aggregate))	-	0	-
5.2- TABLE-2- (Note-4) IS-2386 (P-2)(Effect of organic impurities on strength of mortar (fine aggregate))	-	0	-
5.2- TABLE-2- (Note-4) IS-2386 (P-2)(Organic impurities (fine aggregate))	-	0	-
5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (fine aggregate))	-	0	-
5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (fine aggregate))	-	0	-
5.2- TABLE-2- (ii) IS-2386 (P-2)(Clay lumps (fine aggregate ))	-	0	-
5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (fine aggregate ))	-	0	-
5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(coarse aggregate))	-	0	-
5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (coarse aggregate))	-	0	-
5.7-Table-3-(III) BN EN: 1744(Water soluble chloride content (coarse aggregate))	-	0	-
5.7-Table-3-(II) BN EN: 1744(Total sulphate content (coarse aggregate))	-	0	-
5.6-IS: 2386 (P-7)(Alkali Aggregate Reaction (coarse aggregate))	-	0	-
5.5-IS: 2386 (P-5)(Soundness (coarse aggregate))	-	0	-
5.3-IS: 2386 (P-1)(Combined elongation & flakiness index (coarse aggregate))	-	0	-
5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (coarse aggregate))	-	0	-
5.2- TABLE-2- (iv) IS-2386 (P-2)(Soft fragments (coarse aggregate))	-	0	-
5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (coarse aggregate))	-	0	-
5.2- TABLE-2- (ii) IS-2386 (P-2)(Clay lumps (coarse aggregate ))	-	0	-
5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (coarse aggregate ))	-	0	-
5.5(Soundness By Magnesium Sulphate)	-	0	-
7.2(Moisture Content)	-	0	-
7.2(Bulking Of Fine Aggregate)	-	0	-
7.2(Bulk Density loose)	-	0	-
7.2(Bulk Density Rodded)	-	0	-
5.5(Soundness By Magnesium Sulphate)	-	0	-
7.2(Moisture Content)	-	0	-
7.2(Bulk Density loose)	-	0	-
7.2(Bulk Density Rodded)	-	0	-
5.3(Elongation Index)	-	0	-
5.3(Flakiness Index)	-	0	-
5.6(Alkali Agregate Reaction )	-	0	-
5.7 table 3(WaterAbsorption)	-	0	-
5.7 table 3(Specific Gravity)	-	0	-
5.3(Flakiness & Elongation)	-	0	-
5.5 Na2so4/5.5.1 Maso4/5.5.1 (Soundness)	-	0	-
5.7 table 4 (Calcium oxide)	-	0	-
5.5 Na2so4/5.5.1 Maso4/5.5.1 (Soundness)	-	0	-
5.2 (5.2.2, 5.2.1, 5.2.3, shale table-2 ) (Deleterious material (Clay lumps, coal & lignite, material finer than 75 micron IS sieve, Soft fragments,shale))	-	0	-
3.2.2 Table 3 ii) IS 1963(Basicity as CaO/SiO2)	-	0	-
Clause 5.7- Table 3 (i) (TotalAlkali content as Na2O equivalent )	-	0	-
Clause 5.6(Nature of Aggregate)	-	0	-
Clause 5.6(Dissolved Silica)	-	0	-
Clause 5.6(Reduction in Alkalinity)	-	0	-
Clause 5.1(General)	-	0	-
Clause 5.1(General)	-	0	-
Table 4 Cl. 5.7 (ii)(Total Sulphur as S)	-	0	-
Table 4 Cl. 5.7 (iii)(Total iron as FeO)	-	0	-
Table 5 Cl. 5.7 (i)(Calcium oxide as CaO,)	-	0	-
Table 5 Cl. 5.7 (ii)(Magnesium oxide as MgO)	-	0	-
Table 5 Cl. 5.7 (iii)(Total iron as FeO)	-	0	-
Table 5 Cl. 5.7 (iv)(Basicity as CaO/SiO2)	-	0	-
Table 6 Cl. 5.7 (i)(Calcium oxide as CaO)	-	0	-
Table 6 Cl. 5.7 (ii)(Total sulphur as S)	-	0	-
Table 6 Cl. 5.7 (iii)(Total iron as FeO)	-	0	-
Table 6 Cl. 5.7 (iv)()	-	0	-
Table 6 Cl. 5.7 (iv)()	-	0	-
5.2- TABLE-2- (Note-4) IS-2386 (P-2)(Effect of organic impurities on strength of mortar (fine aggregate))	-	0	-
5.4.1 (a)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value)	-	0	-
5.4.1 (b)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value)	-	0	-
5.4.2(a)( Aggregates Impact Value)	-	0	-
5.4.2(b)( Aggregates Impact Value)	-	0	-
5.4.3(a)( Aggregate Abrasion Value)	-	0	-
5.4.3(b)( Aggregate Abrasion Value)	-	0	-
6.1-Table 7(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Nominal Size of aggregate)	-	0	-
6.1-Table 7(i)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 80 mm sieve )	-	0	-
6.1-Table 7(ii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 63 mm sieve )	-	0	-
6.1-Table 7(iii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 40 mm sieve )	-	0	-
6.1-Table 7(iv)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 20 mm sieve )	-	0	-
6.1-Table 7(v)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 16 mm sieve )	-	0	-
6.1-Table 7(vi)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 12.5 mm sieve )	-	0	-
6.1-Table 7(vii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 10 mm sieve )	-	0	-
6.1-Table 7(viii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 4.75 mm sieve )	-	0	-
6.1-Table 7(ix)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 2.36 mm sieve )	-	0	-
6.1.1-Table 8(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Class)	-	0	-
6.1.1-Table 8(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Size)	-	0	-
6.1.1-Table 8(i)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 160 mm Sieve)	-	0	-
6.1.1-Table 8(i)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 80 mm Sieve)	-	0	-
6.1.1-Table 8(ii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 80 mm Sieve)	-	0	-
6.1.1-Table 8(ii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 40 mm Sieve)	-	0	-
6.1.1-Table 8(iii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 40 mm Sieve)	-	0	-
6.1.1-Table 8(iii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 20 mm Sieve)	-	0	-
6.1.1-Table 8(iv)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 20 mm Sieve)	-	0	-
6.1.1-Table 8(iv)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 4.75 mm Sieve)	-	0	-
6.1.1-Table 8(iv)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 2.36 mm Sieve)	-	0	-
6.2-Table 7(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Nominal Size of aggregate)	-	0	-
6.2-Table 7(i)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 80 mm sieve)	-	0	-
6.2-Table 7(ii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 63 mm sieve)	-	0	-
6.2-Table 7(iii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 40 mm sieve)	-	0	-
6.2-Table 7(iv)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 20 mm sieve)	-	0	-
6.2-Table 7(v)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 16 mm sieve)	-	0	-
6.2-Table 7(vi)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 12.5 mm sieve)	-	0	-
6.2-Table 7(vii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 10 mm sieve)	-	0	-
6.2-Table 7(viii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 4.75 mm sieve)	-	0	-
6.2-Table 7(ix)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 2.36 mm sieve)	-	0	-
6.3-Table 9(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Grading Zone)	-	0	-
6.3-Table 9(i)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 10mm Sieve )	-	0	-
6.3-Table 9(ii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 4.75mm Sieve )	-	0	-
6.3-Table 9(iii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 2.36mm Sieve )	-	0	-
6.3-Table 9(iv)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 1.18mm Sieve )	-	0	-
6.3-Table 9(v)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 600µm Sieve )	-	0	-
6.3-Table 9(vi)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 300µm Sieve )	-	0	-
6.3-Table 9(vii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 150µm Sieve )	-	0	-
6.4-Table 10(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Nominal Size )	-	0	-
6.4-Table 10(i)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 80mm Sieve )	-	0	-
6.4-Table 10(ii)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 40mm Sieve )	-	0	-
6.4-Table 10(iii)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 20mm Sieve )	-	0	-
6.4-Table 10(iv)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 4.75mm Sieve )	-	0	-
6.4-Table 10(v)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 600µm Sieve )	-	0	-
6.4-Table 10(vi)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 150µm Sieve )	-	0	-
5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(fine aggregate))	-	0	-
5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (fine aggregate))	-	0	-
5.7-Table-3-(III) IS:14959 (P-2)(Water soluble chloride content (fine aggregate))	-	0	-
5.7-Table-3-(II) IS:4032(Total sulphate content (fine aggregate))	-	0	-
5.6-IS: 2386 (P-7)(Alkali Aggregate Reaction (fine aggregate))	-	0	-
5.5-IS: 2386 (P-5)(Soundness (fine aggregate))	-	0	-
5.2- TABLE-2- (Note-3) IS-2386 (P-2)(Mica content (fine aggregate))	-	0	-
5.2- TABLE-2- (Note-4) IS-2386 (P-2)(Effect of organic impurities on strength of mortar (fine aggregate))	-	0	-
5.2- TABLE-2- (Note-4) IS-2386 (P-2)(Organic impurities (fine aggregate))	-	0	-
5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (fine aggregate))	-	0	-
5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (fine aggregate))	-	0	-
5.2- TABLE-2- (ii) IS-2386 (P-2)(Clay lumps (fine aggregate ))	-	0	-
5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (fine aggregate ))	-	0	-
5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(coarse aggregate))	-	0	-
5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (coarse aggregate))	-	0	-
5.7-Table-3-(III) BN EN: 1744(Water soluble chloride content (coarse aggregate))	-	0	-
5.7-Table-3-(II) BN EN: 1744(Total sulphate content (coarse aggregate))	-	0	-
5.6-IS: 2386 (P-7)(Alkali Aggregate Reaction (coarse aggregate))	-	0	-
5.5-IS: 2386 (P-5)(Soundness (coarse aggregate))	-	0	-
5.3-IS: 2386 (P-1)(Combined elongation & flakiness index (coarse aggregate))	-	0	-
5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (coarse aggregate))	-	0	-
5.2- TABLE-2- (iv) IS-2386 (P-2)(Soft fragments (coarse aggregate))	-	0	-
5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (coarse aggregate))	-	0	-
5.2- TABLE-2- (ii) IS-2386 (P-2)(Clay lumps (coarse aggregate ))	-	0	-
5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (coarse aggregate ))	-	0	-
5.5(Soundness By Magnesium Sulphate)	-	0	-
7.2(Moisture Content)	-	0	-
7.2(Bulking Of Fine Aggregate)	-	0	-
7.2(Bulk Density loose)	-	0	-
7.2(Bulk Density Rodded)	-	0	-
5.5(Soundness By Magnesium Sulphate)	-	0	-
7.2(Moisture Content)	-	0	-
7.2(Bulk Density loose)	-	0	-
7.2(Bulk Density Rodded)	-	0	-
5.3(Elongation Index)	-	0	-
5.3(Flakiness Index)	-	0	-
5.6(Alkali Agregate Reaction )	-	0	-
5.7 table 3(WaterAbsorption)	-	0	-
5.7 table 3(Specific Gravity)	-	0	-
5.3(Flakiness & Elongation)	-	0	-
5.5 Na2so4/5.5.1 Maso4/5.5.1 (Soundness)	-	0	-
5.7 table 4 (Calcium oxide)	-	0	-
5.5 Na2so4/5.5.1 Maso4/5.5.1 (Soundness)	-	0	-
5.2 (5.2.2, 5.2.1, 5.2.3, shale table-2 ) (Deleterious material (Clay lumps, coal & lignite, material finer than 75 micron IS sieve, Soft fragments,shale))	-	0	-
3.2.2 Table 3 ii) IS 1963(Basicity as CaO/SiO2)	-	0	-
Clause 5.7- Table 3 (i) (TotalAlkali content as Na2O equivalent )	-	0	-
Clause 5.6(Nature of Aggregate)	-	0	-
Clause 5.6(Dissolved Silica)	-	0	-
Clause 5.6(Reduction in Alkalinity)	-	0	-
Clause 5.1(General)	-	0	-
Clause 5.1(General)	-	0	-
Table 4 Cl. 5.7 (ii)(Total Sulphur as S)	-	0	-
Table 4 Cl. 5.7 (iii)(Total iron as FeO)	-	0	-
Table 5 Cl. 5.7 (i)(Calcium oxide as CaO,)	-	0	-
Table 5 Cl. 5.7 (ii)(Magnesium oxide as MgO)	-	0	-
Table 5 Cl. 5.7 (iii)(Total iron as FeO)	-	0	-
Table 5 Cl. 5.7 (iv)(Basicity as CaO/SiO2)	-	0	-
Table 6 Cl. 5.7 (i)(Calcium oxide as CaO)	-	0	-
Table 6 Cl. 5.7 (ii)(Total sulphur as S)	-	0	-
Table 6 Cl. 5.7 (iii)(Total iron as FeO)	-	0	-
Table 6 Cl. 5.7 (iv)()	-	0	-
Table 6 Cl. 5.7 (iv)()	-	0	-
5.2- TABLE-2- (Note-4) IS-2386 (P-2)(Effect of organic impurities on strength of mortar (fine aggregate))	-	0	-

01 Dec, 2027

-
Included w.e.f.11.04.2025

2107

SHRI BAJRANG TESTING LABS

8183006

IS 848 (2006)

Synthetic resin adhesives for plywood (Phenolic And Aminoplastic) - Specification (Second Revision)

All

8000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4 Table (i)(BWP (BOiling WaterProof))	-	2000	-
4 Table (i)(BWR (Boiling Water Resistant))	-	2000	-
4 Table (i)(MR (Moisture Ressistant))	-	2000	-
5,7.4(Keeping Quality (Resistance to heat Polymerization))	-	2000	-
7.4(Acidity and Alkalinity ( pH))	-	2000	-
4 Table (i)(BWP (BOiling WaterProof))	-	0	-
4 Table (i)(BWR (Boiling Water Resistant))	-	0	-
4 Table (i)(MR (Moisture Ressistant))	-	0	-
5,7.4(Keeping Quality (Resistance to heat Polymerization))	-	0	-
7.4(Acidity and Alkalinity ( pH))	-	0	-
4 Table (i)(BWP (BOiling WaterProof))	-	0	-
4 Table (i)(BWR (Boiling Water Resistant))	-	0	-
4 Table (i)(MR (Moisture Ressistant))	-	0	-
5,7.4(Keeping Quality (Resistance to heat Polymerization))	-	0	-
7.4(Acidity and Alkalinity ( pH))	-	0	-

01 Dec, 2027

-
Included w.e.f.10.03.2025

2108

Atmy Analytical Labs Private Limited (Unit-2)

8176106

IS 302 : Part 2 : Sec 201 (2008)

Safety of household and similar electrical appliances: Part 2 particular requirements: Sec 201 electric immersion water heaters (First Revision)

All

15000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
Cl.6 of IS 302-‐2-‐201:2008(Classification)	-	0		0
Cl.7 of IS 302-2-201:2008(Marking and Instruction )	-	0		0
Cl.7 of IS 302-2-201:2008(Marking and Instruction )	-	0		0
Cl.7 of IS 302-2-201:2008(Marking and Instruction )	-	0		0
Cl.7 of IS 302-2-201:2008(Marking and Instruction )	-	0		0
Cl.7 of IS 302-2-201:2008(Marking and Instruction )	-	0		0
Cl.7 of IS 302-2-201:2008(Marking and Instruction )	-	0		0
Cl.7 of IS 302-2-201:2008(Marking and Instruction )	-	0		0
Cl.7 of IS 302-2-201:2008(Marking and Instruction )	-	0		0
Cl.7 of IS 302-2-201:2008(Marking and Instruction )	-	0		0
Cl.7 of IS 302-2-201:2008(Marking and Instruction )	-	0		0
Cl.7 of IS 302-2-201:2008(Marking and Instruction )	-	0		0
Cl.7 of IS 302-2-201:2008(Marking and Instruction )	-	0		0
Cl.7 of IS 302-2-201:2008(Marking and Instruction )	-	0		0
Cl.7 of IS 302-2-201:2008(Marking and Instruction )	-	0		0
Cl.7 of IS 302-2-201:2008(Marking and Instruction )	-	0		0
Cl.7 of IS 302-2-201:2008(Marking and Instruction )	-	0		0
Cl.7 of IS 302-2-201:2008(Marking and Instruction )	-	0		0
Cl.7 of IS 302-2-201:2008(Marking and Instruction )	-	0		0
Cl.7 of IS 302-2-201:2008(Marking and Instruction )	-	0		0
Cl.7 of IS 302-2-201:2008(Marking and Instruction )	-	0		0
Cl.8 of IS 302‐2-201: 2008(Protection Against Access to Live Parts)	-	0		0
Cl.10 of IS 302‐2‐201:2008(Power Input and Current )	-	0		0
Cl.11 of IS 302-2201: 2008(Heating)	-	0		0
Cl.11 of IS 302-2201: 2008(Heating)	-	0		0
Cl.11 of IS 302-2201: 2008(Heating)	-	0		0
Cl.11 of IS 302-2201: 2008(Heating)	-	0		0
Cl.11 of IS 302-2201: 2008(Heating)	-	0		0
Cl.11 of IS 302-2201: 2008(Heating)	-	0		0
Cl.11 of IS 302-2201: 2008(Heating)	-	0		0
Cl.11 of IS 302-2201: 2008(Heating)	-	0		0
Cl.11 of IS 302-2201: 2008(Heating)	-	0		0
Cl.11 of IS 302-2201: 2008(Heating)	-	0		0
Cl.11 of IS 302-2201: 2008(Heating)	-	0		0
Cl.13 of IS 302-2-201: 2008(Leakage Current & Electric Strength at Operating Temperature)	-	0		0
Cl.14 of IS 302‐2-201:2008(Transient Over Voltages )	-	0		0
Cl.15 of IS 302-2-201:2008(Moisture Resistance )	-	0		0
Cl.15 of IS 302-2-201:2008(Moisture Resistance )	-	0		0
Cl.16 of IS 302-2-201:2008(Leakage Current & Electric Strength)	-	0		0
Cl.16 of IS 302-2-201:2008(Leakage Current & Electric Strength)	-	0		0
Cl.17 of IS 302‐2-201: 2008(Overload Protection of Transformers & Associated Circuits)	-	0		0
Cl.19 of IS 302‐2-201: 2008(Abnormal Operation )	-	0		0
Cl.19 of IS 302‐2-201: 2008(Abnormal Operation )	-	0		0
Cl.19 of IS 302‐2-201: 2008(Abnormal Operation )	-	0		0
Cl.19 of IS 302‐2-201: 2008(Abnormal Operation )	-	0		0
Cl.20 of IS 302-2-201: 2008(Stability & Mechanical Hazards)	-	0		0
Cl.21 of IS 302-2-201: 2008(Mechanical Strength )	-	0		0
Cl.21 of IS 302-2-201: 2008(Mechanical Strength )	-	0		0
Cl.21 of IS 302-2-201: 2008(Mechanical Strength )	-	0		0
Cl.22 of IS 302-2-201: 2008(Construction)	-	0		0
Cl.23 of 302-2-201:2008(Internal Wiring )	-	0		0
Cl.23 of 302-2-201:2008(Internal Wiring )	-	0		0
Cl.23 of 302-2-201:2008(Internal Wiring )	-	0		0
Cl.23 of 302-2-201:2008(Internal Wiring )	-	0		0
Cl.23 of 302-2-201:2008(Internal Wiring )	-	0		0
Cl.23 of 302-2-201:2008(Internal Wiring )	-	0		0
Cl.23 of 302-2-201:2008(Internal Wiring )	-	0		0
Cl.23 of 302-2-201:2008(Internal Wiring )	-	0		0
Cl.23 of 302-2-201:2008(Internal Wiring )	-	0		0
Cl.24 of IS 302-2-201: 2008(Component)	-	0		0
Cl.24 of IS 302-2-201: 2008(Component)	-	0		0
Cl.24 of IS 302-2-201: 2008(Component)	-	0		0
Cl.24 of IS 302-2-201: 2008(Component)	-	0		0
Cl.24 of IS 302-2-201: 2008(Component)	-	0		0
Cl.24 of IS 302-2-201: 2008(Component)	-	0		0
Cl.24 of IS 302-2-201: 2008(Component)	-	0		0
Cl.24 of IS 302-2-201: 2008(Component)	-	0		0
Cl.24 of IS 302-2-201: 2008(Component)	-	0		0
Cl.25 of IS 302-2-201: 2008(Supply Connection and External Flexible Cords)	-	0		0
Cl.25 of IS 302-2-201: 2008(Supply Connection and External Flexible Cords)	-	0		0
Cl.25 of IS 302-2-201: 2008(Supply Connection and External Flexible Cords)	-	0		0
Cl.25 of IS 302-2-201: 2008(Supply Connection and External Flexible Cords)	-	0		0
Cl.25 of IS 302-2-201: 2008(Supply Connection and External Flexible Cords)	-	0		0
Cl.25 of IS 302-2-201: 2008(Supply Connection and External Flexible Cords)	-	0		0
Cl.25 of IS 302-2-201: 2008(Supply Connection and External Flexible Cords)	-	0		0
Cl.25 of IS 302-2-201: 2008(Supply Connection and External Flexible Cords)	-	0		0
Cl.25 of IS 302-2-201: 2008(Supply Connection and External Flexible Cords)	-	0		0
Cl.25 of IS 302-2-201: 2008(Supply Connection and External Flexible Cords)	-	0		0
Cl.25 of IS 302-2-201: 2008(Supply Connection and External Flexible Cords)	-	0		0
Cl.25 of IS 302-2-201: 2008(Supply Connection and External Flexible Cords)	-	0		0
Cl.25 of IS 302-2-201: 2008(Supply Connection and External Flexible Cords)	-	0		0
Cl.25 of IS 302-2-201: 2008(Supply Connection and External Flexible Cords)	-	0		0
Cl.25 of IS 302-2-201: 2008(Supply Connection and External Flexible Cords)	-	0		0
Cl.25 of IS 302-2-201: 2008(Supply Connection and External Flexible Cords)	-	0		0
Cl.25 of IS 302-2-201: 2008(Supply Connection and External Flexible Cords)	-	0		0
Cl.25 of IS 302-2-201: 2008(Supply Connection and External Flexible Cords)	-	0		0
Cl.25 of IS 302-2-201: 2008(Supply Connection and External Flexible Cords)	-	0		0
Cl.25 of IS 302-2-201: 2008(Supply Connection and External Flexible Cords)	-	0		0
Cl.26 of IS 302-2-201: 2008(Terminals for External Conductors)	-	0		0
Cl.27 of IS 302-2-201: 2008(Provision for Earthing )	-	0		0
Cl.27 of IS 302-2-201: 2008(Provision for Earthing )	-	0		0
Cl.27 of IS 302-2-201: 2008(Provision for Earthing )	-	0		0
Cl.27 of IS 302-2-201: 2008(Provision for Earthing )	-	0		0
Cl.27 of IS 302-2-201: 2008(Provision for Earthing )	-	0		0
Cl.27 of IS 302-2-201: 2008(Provision for Earthing )	-	0		0
Cl.28 of IS 302-2-201: 2008(Screws & Connections )	-	0		0
Cl.29 of IS 302-2‐201:2008(Clearances, Creepage Distances and Solid Insulation )	-	0		0
Cl.30 of IS 302-2‐201:2008(Resistance to Heat and Fire )	-	0		0
Cl.31 of IS 302-2-201:2008(Resistance of Rusting )	-	0		0
Cl.32 of IS 302-2-201:2008(Radiation, Toxicity and Similar Hazards)	-	0		0
4(GENERAL REQUIREMENTS)	-	0		0
5(GENERAL CONDITIONS FOR THE TESTS)	-	0		0

08 Feb, 2027

-
Included w.e.f 09.04.2025 Exclusion : Cl 19.11.4.1- Cl 19.11.4.7 (EMI/EMC)

2109

Atmy Analytical Labs Private Limited (Unit-2)

8176106

IS 302 : Part 2 : Sec 15 (2009)

Safety of household and similar electrical appliances: Part 2 particular requirements: Sec 15 appliances for heating liquids (First Revision)

All

16900 View breakup
-

Clause No.	Exclusion	Remark
6.0(Classification)	-	-
7(Marking and instructions)	-	-
8(Protection against live parts)	-	-
9(STARTING OF MOTOR-OPERATED APPLIANCES)	-	-
10(POWER INPUT AND CURRENT)	-	-
11(HEATING)	-	-
13(LEAKAGE CURRENT AND ELECTRIC STRENGTH AT OPERATING TEMPERATURE)	-	-
14(TRANSIENT OVERVOLTAGES)	-	-
15(MOISTURE RESISTANCE)	-	-
16(LEAKAGE CURRENT AND ELECTRIC STRENGTH)	-	-
17(OVERLOAD PROTECTION OF TRANSFORMERS AND ASSOCIATED CIRCUITS)	-	-
18(ENDURANCE)	-	-
19(ABNORMAL OPERATION)	-	-
20(STABILITY AND MECHANICAL HAZARDS)	-	-
21(MECHANICAL STRENGTH)	-	-
22(CONSTRUCTION)	-	-
23(INTERNAL WIRING)	-	-
24(COMPONENTS)	-	-
25(SUPPLY CONNECTION AND EXTERNAL FLEXIBLE CORDS)	-	-
26(TERMINALS FOR EXTERNAL CONDUCTORS)	-	-
27(PROVISION FOR EARTHING)	-	-
28(SCREWS AND CONNECTIONS)	-	-
29(CLEARANCES, CREEPAGE DISTANCES AND SOLID INSULATION)	-	-
30(RESISTANCE TO HEAT AND FIRE)	-	-
31(RESISTANCE TO RUSTING)	-	-
32(RADIATION, TOXICITY AND SIMILAR HAZARDS)	-	-
22.16(Automatic cord reel)	-	-
22.32(Oxygen bomb for rubber material)	-	-
22.47(Water pressure inlet)	-	-
22.106(Interlocks)	-	-
22.3(Flexing test)	-	-
24(Components)	-	-
Annex BB(Appliance for board ships)	-	-
4(General requirements)	-	-
5(General Conditions of tests)	-	-
6(Classification- IS 302-1)	-	-
6(Classification- IS 302-1)	-	-
7.1(Marking- IS 302-1)	-	-
7.1(Marking- IS 302-1)	-	-
7.1(Marking- IS 302-1)	-	-
7.1(Marking- IS 302-1)	-	-
7.1(Marking- IS 302-1)	-	-
7.1(Marking- IS 302-1)	-	-
7.1(Marking- IS 302-1)	-	-
7.1(Marking- IS 302-1)	-	-
7.1(Marking- IS 302-2-15)	-	-
7.3(Marking- IS 302-1)	-	-
7.4(Marking- IS 302-1)	-	-
7.5(Marking- IS 302-1)	-	-
7.6(Marking- IS 302-1)	-	-
7.7(Marking- IS 302-1)	-	-
7.8(Marking- IS 302-1)	-	-
6(Classification- IS 302-1)	-	-
6(Classification- IS 302-1)	-	-
7.1(Marking- IS 302-1)	-	-
7.1(Marking- IS 302-1)	-	-
7.1(Marking- IS 302-1)	-	-
7.1(Marking- IS 302-1)	-	-
7.1(Marking- IS 302-1)	-	-
7.1(Marking- IS 302-1)	-	-
7.1(Marking- IS 302-1)	-	-
Marking- IS 302-1(Marking- IS 302-1)	-	-
7.1(Marking- IS 302-2-15)	-	-
7.3(Marking- IS 302-1)	-	-
7.4(Marking- IS 302-1)	-	-
7.5(Marking- IS 302-1)	-	-
7.6(Marking- IS 302-1)	-	-
7.7(Marking- IS 302-1)	-	-
7.8(Marking- IS 302-1)	-	-
7.9(Marking- IS 302-1)	-	-
7.1O(Marking- IS 302-1)	-	-
7.11(Marking- IS 302-1)	-	-
7.12(Marking- IS 302-2-15)	-	-
7.12(Marking- IS 302-1)	-	-
7.12.1(Marking- IS 302-1)	-	-
7.12.3(Marking- IS 302-1)	-	-
7.12.5(Marking- IS 302-1)	-	-
7.12.6(Marking- IS 302-1)	-	-
7.13(Marking- IS 302-1)	-	-
7.14(Marking- IS 302-1)	-	-
7.15(Marking- IS 302-1)	-	-
7.101(Marking- IS 302-2-15)	-	-
8(Protection Against Electric Shock, IS 302-1)	-	-
10(Power Input and Current, IS 302-1)	-	-
11(Heating, IS 302-1)	-	-
11(Heating, IS 302-1)	-	-
11(Heating, IS 302-1)	-	-
11(Heating, IS 302-1)	-	-
13(Electrical Insulation and Leakage Current at Operating Temperature: Leakage current, IS 302-1)	-	-
13(Electrical Insulation and Leakage Current at Operating Temperature: High Voltage, IS 302-1)	-	-
15.1(Moisture Resistance, IS 302-1)	-	-
15.2(Spillage test as 15.2, IS 3.02-1 & 302-2-15)	-	-
16(Leakage current as per Cl 16, IS 302-1)	-	-
16(electric strength as per Cl 16, IS 302-1)	-	-
17(Overload protection of Transformers and Associated Circuits, IS 302-1)	-	-
19.13(Abnormal Operation as per Cl 19, IS 302-2-15)	-	-
19.13(Abnormal Operation as per Cl 19, IS 302-1)	-	-
19.13(Abnormal Operation as per Cl 19, IS 302-1)	-	-
19.13(Abnormal Operation as per Cl 19, IS 302-1)	-	-
20.1(Stability & Mechanical Hazards, IS 302-1)	-	-
21.1(Mechanical Strength, IS 302-1)	-	-
21.2(Mechanical Strength, IS 302-1)	-	-
22.1(Construction, IS 302-1)	-	-
22.7(Construction as per Cl 22.7, IS 3.02-2-15)	-	-
22.107(Construction as per Cl 22.7, IS 3.02-2-15)	-	-
22.108(Construction as per Cl 22.8, IS 3.02-2-15)	-	-
23.1(Internal Wiring, IS 302-1)	-	-
23.2(Internal Wiring, IS 302-1)	-	-
23.4(Internal Wiring, IS 302-1)	-	-
23.5(Internal Wiring, IS 302-1)	-	-
23.6(Internal Wiring, IS 302-1)	-	-
23.7(Internal Wiring, IS 302-1)	-	-
23.8(Internal Wiring, IS 302-1)	-	-
23.9(Internal Wiring, IS 302-1)	-	-
23.1O(Internal Wiring, IS 302-1)	-	-
25.1(Supply Connection and External Flexible Cords, IS 302-1)	-	-
25.2(Supply Connection and External Flexible Cords, IS 302-1)	-	-
25.5(Supply Connection and External Flexible Cords, IS 302-1)	-	-
25.6(Supply Connection and External Flexible Cords, IS 302-1)	-	-
25.8(Supply Connection and External Flexible Cords, IS 302-1)	-	-
25.9(Supply Connection and External Flexible Cords, IS 302-1)	-	-
25.1(Supply Connection and External Flexible Cords, IS 302-1)	-	-
25.11(Supply Connection and External Flexible Cords, IS 302-1)	-	-
25.12(Supply Connection and External Flexible Cords, IS 302-1)	-	-
25.13(Supply Connection and External Flexible Cords, IS 302-1)	-	-
25.14(Supply Connection and External Flexible Cords, IS 302-1)	-	-
25.14(Supply Connection and External Flexible Cords, IS 302-1)	-	-
25.15(Supply Connection and External Flexible Cords, IS 302-1)	-	-
25.16(Supply Connection and External Flexible Cords, IS 302-1)	-	-
25.17(Supply Connection and External Flexible Cords, IS 302-1)	-	-
25.18(Supply Connection and External Flexible Cords, IS 302-1)	-	-
25.19(Supply Connection and External Flexible Cords, IS 302-1)	-	-
25.2(Supply Connection and External Flexible Cords, IS 302-1)	-	-
25.21(Supply Connection and External Flexible Cords, IS 302-1)	-	-
25.22(Supply Connection and External Flexible Cords, IS 302-1)	-	-
26(Terminals for External Conductors, IS 302-1)	-	-
27.1(Provision for Earthing, IS 302-1)	-	-
27.2(Provision for Earthing, IS 302-1)	-	-
27.3(Provision for Earthing, IS 302-1)	-	-
27.4(Provision for Earthing, IS 302-1)	-	-
27.5(Provision for Earthing, IS 302-1)	-	-
28(Screws & Connections, IS 302-1)	-	-
29.1(Clearances, Creepage distances and Solid Insulation, IS 302-1)	-	-
29.2(Clearances, Creepage distances and Solid Insulation, IS 302-1)	-	-
30.1(Resistance to Heat and Fire, IS 302-1)	-	-
30.2(Resistance to Heat and Fire, IS 302-1)	-	-
31(Resistance of Rusting, IS 302-1)	-	-

08 Feb, 2027

-
-

2110

Atmy Analytical Labs Private Limited (Unit-2)

8176106

IS 302 : Part 2 : Sec 35 (2017)

Safety of household and similar electrical appliances: Part 2 particular requirements: Sec 35 electric instantaneous water heaters (Second Revision)

ALL

15900 View breakup
-

Clause No.	Exclusion	Remark
Cl.32(Verification)	-	-
Cl.31(Verification)	-	-
Cl.30(Verification)	-	-
CL.29(Verification)	-	-
Cl.28(Verification)	-	-
Cl.27(Verification)	-	-
Cl.26(Verification)	-	-
Cl.25(Verification)	-	-
Cl.24(Verification)	-	-
Cl.23(Verification)	-	-
Cl.22(Verification)	-	-
Cl.21(Verification)	-	-
Cl.20(Verification)	-	-
Cl.19(Verification)	-	-
Cl.17(Verification)	-	-
Cl. 16(Verification)	-	-
Cl.15(Verification)	-	-
Cl.14(Verification)	-	-
Cl.13(Verification)	-	-
Cl.11(Verification)	-	-
Cl.10(Verification)	-	-
Cl.8(Verification)	-	-
Cl. 7(Verification)	-	-
Cl. 7(Verification)	-	-
Cl. 32 IS 302-2-35(Radiation, Toxicity and similar hazards)	-	-
Cl. 31 IS 302-2-35(Resistance to Rusting)	-	-
Cl. 30 IS 302-2-35(Resistance to Heat Fire & Tracking )	-	-
Cl. 29 IS 302-2-35(Clearances, Creepage Distances & Solid insulation )	-	-
Cl. 28 IS 302-2-35(Screws & Connections)	-	-
Cl. 27 IS 302-2-35(Provision for Earthing )	-	-
Cl. 26 IS 302-2-35(Terminals for External conductors )	-	-
Cl. 25 IS 302-2-35(Supply Connection & External Flexible Cords)	-	-
Cl. 24 IS 302-2-35(Components)	-	-
Cl. 23 IS 302-2-35(Internal Wiring)	-	-
Cl. 22 IS 302-2-35(Construction )	-	-
Cl. 21 IS 302-2-35(Mechanical strength)	-	-
Cl. 20 IS 302-2-35(Stability & Mechanical Hazards)	-	-
Cl. 19 IS 302-2-35(Abnormal Operation )	-	-
Cl. 18 IS 302-2-35(Endurance)	-	-
Cl. 17 IS 302-2-35(Overload Protection of Transformers and Associated Circuit)	-	-
Cl. 16 IS 302-2-35(Leakage Current & Electric Strength at Operating Temperature (After Humidity Treatment))	-	-
Cl. 15 IS 302-2-35(Moisture Resistance Test )	-	-
Cl. 14 IS 302-2-35(Radio and television interference suppression / Transient over voltages)	-	-
Cl. 13 IS 302-2-35(Leakage Current & Electric Strength at Operating Temperature)	-	-
Cl. 11 IS 302-2-35(Heating)	-	-
Cl. 10 IS 302-2-35(Power Input and Current )	-	-
Cl. 9 IS 302-2-35(Starting of motor operated appliances)	-	-
Cl. 8 IS 302-2-35(Protection against access to live parts)	-	-
Cl. 7 IS 302-2-35(Marking and Instruction)	-	-
Cl. 6 IS 302-2-35(Classification)	-	-
5(GENERAL CONDITIONS FOR THE TESTS)	-	-
4(GENERAL REQUIREMENT)	-	-

08 Feb, 2027

-
Included w.e.f 29.04.2025 Exclusion: Cl 19.11.4.1-19.11.4.7(EMI/EMC)

2111

Atmy Analytical Labs Private Limited (Unit-2)

8176106

IS 302 : Part 2 : Sec 14 (2009)

Safety of household and similar electrical appliances: Part 2 particular requirements: Sec 14 electric kitchen machines (First Revision)

All

16700 View breakup
-

Clause No.	Exclusion	Remark
6(Classification- IS 302-1 )	-	-
6(Classification- IS 302-1)	-	-
7.1(Marking- IS 302-1)	-	-
7.1(Marking- IS 302-1)	-	-
7.1(Marking- IS 302-1)	-	-
7.1(Marking- IS 302-1)	-	-
7.1(Marking- IS 302-1)	-	-
7.1(Marking- IS 302-1)	-	-
7.1(Marking- IS 302-1)	-	-
7.1(Marking- IS 302-1)	-	-
7.3(Marking- IS 302-1)	-	-
7.4(Marking- IS 302-1)	-	-
7.6(Marking- IS 302-1)	-	-
7.7(Marking- IS 302-1)	-	-
7.8(Marking- IS 302-1)	-	-
7.11(Marking- IS 302-1)	-	-
7.12(Marking- IS 302-1)	-	-
7.13(Marking- IS 302-1)	-	-
7.14(Marking- IS 302-1)	-	-
7.15(Marking- IS 302-1)	-	-
7.101(Marking)	-	-
8( Protection Against Electric Shock, IS 302-1)	-	-
10(Power Input and Current, IS 302-1)	-	-
11(Heating, IS 302-1)	-	-
11(Heating, IS 302-1)	-	-
11(Heating, IS 302-1)	-	-
11(Heating, IS 302-1)	-	-
11(Heating, IS 302-1)	-	-
13(Electrical Insulation and Leakage Current at Operating Temperature: Leakage current, IS 302-1)	-	-
13(Electrical Insulation and Leakage Current at Operating Temperature: High Voltage, IS 302-1)	-	-
14(Transient Over Voltages, IS 302-1)	-	-
15.1(Moisture Resistance, IS 302-1)	-	-
15.2(Moisture Resistance, IS 302-1)	-	-
15(Moisture Resistance, IS 302-1)	-	-
16(Electrical Insulation and Leakage Current at Operating Temperature: Leakage current, IS 302-1)	-	-
16(Electrical Insulation and Leakage Current at Operating Temperature: High Voltage, IS 302-1)	-	-
17(Overload protection of Transformers and Associated Circuits, IS 302-1)	-	-
17(Overload protection of Transformers and Associated Circuits, IS 302-1)	-	-
19.7(Abnormal Operation, IS 302-1)	-	-
19.8(Abnormal Operation, IS 302-1)	-	-
19.9(Abnormal Operation, IS 302-1)	-	-
19.1(Abnormal Operation, IS 302-1)	-	-
19.101(Abnormal Operation)	-	-
19.102(Abnormal Operation)	-	-
20.1(Stability & Mechanical Hazards, IS 302-1)	-	-
20.2(Stability & Mechanical Hazards, IS 302-1)	-	-
20.101(Stability & Mechanical Hazards)	-	-
20.102(Stability & Mechanical Hazards)	-	-
20.103(Stability & Mechanical Hazards)	-	-
20.104(Stability & Mechanical Hazards)	-	-
20.105(Stability & Mechanical Hazards)	-	-
20.106(Stability & Mechanical Hazards)	-	-
20.107(Stability & Mechanical Hazards)	-	-
20.108(Stability & Mechanical Hazards)	-	-
20.109(Stability & Mechanical Hazards)	-	-
20.110(Stability & Mechanical Hazards)	-	-
20.111(Stability & Mechanical Hazards)	-	-
20.112(Stability & Mechanical Hazards)	-	-
20.113(Stability & Mechanical Hazards)	-	-
20.114(Stability & Mechanical Hazards)	-	-
20.115(Stability & Mechanical Hazards)	-	-
20.116(Stability & Mechanical Hazards)	-	-
21.1(Mechanical Strength, IS 302-1)	-	-
21.2(Mechanical Strength, IS 302-1)	-	-
22(Construction, IS 302-1)	-	-
22.101(Construction)	-	-
22.102(Construction)	-	-
23.1(Internal Wiring, IS 302-1)	-	-
23.2(Internal Wiring, IS 302-1)	-	-
23.3(Internal Wiring, IS 302-1)	-	-
23.4(Internal Wiring, IS 302-1)	-	-
23.5(Internal Wiring, IS 302-1)	-	-
23.6(Internal Wiring, IS 302-1)	-	-
23.7(Internal Wiring, IS 302-1)	-	-
23.8(Internal Wiring, IS 302-1)	-	-
23.9(Internal Wiring, IS 302-1)	-	-
23.10(Internal Wiring, IS 302-1)	-	-
24.1(Components, IS 302-1)	-	-
24.2(Components, IS 302-1)	-	-
24.5(Components, IS 302-1)	-	-
24.6(Components, IS 302-1)	-	-
25.1(Supply Connection and External Flexible Cords, IS 302-1)	-	-
25.5(Supply Connection and External Flexible Cords, IS 302-1)	-	-
25.6(Supply Connection and External Flexible Cords, IS 302-1)	-	-
25.7(Supply Connection and External Flexible Cords, IS 302-1)	-	-
25.8(Supply Connection and External Flexible Cords, IS 302-1)	-	-
26.9(Supply Connection and External Flexible Cords, IS 302-1)	-	-
25.1(Supply Connection and External Flexible Cords, IS 302-1)	-	-
25.11(Supply Connection and External Flexible Cords, IS 302-1)	-	-
25.12(Supply Connection and External Flexible Cords, IS 302-1)	-	-
25.13(Supply Connection and External Flexible Cords, IS 302-1)	-	-
25.14(Supply Connection and External Flexible Cords, IS 302-1)	-	-
25.14(Supply Connection and External Flexible Cords, IS 302-1)	-	-
25.15(Supply Connection and External Flexible Cords, IS 302-1)	-	-
25.16(Supply Connection and External Flexible Cords, IS 302-1)	-	-
25.17(Supply Connection and External Flexible Cords, IS 302-1)	-	-
25.18(Supply Connection and External Flexible Cords, IS 302-1)	-	-
25.19(Supply Connection and External Flexible Cords, IS 302-1)	-	-
25.2(Supply Connection and External Flexible Cords, IS 302-1)	-	-
25.21(Supply Connection and External Flexible Cords, IS 302-1)	-	-
25.22(Supply Connection and External Flexible Cords, IS 302-1)	-	-
26(Terminals for External Conductors, IS 302-1)	-	-
27(Provision for Earthing, IS 302-1)	-	-
27.2(Provision for Earthing, IS 302-1)	-	-
27.3(Provision for Earthing, IS 302-1)	-	-
27.4(Provision for Earthing, IS 302-1)	-	-
27.5(Provision for Earthing, IS 302-1)	-	-
28(Screws & Connections, IS 302-1)	-	-
29.1(Clearances, Creepage distances and Solid Insulation, IS 302-1)	-	-
29.2(Clearances, Creepage distances and Solid Insulation, IS 302-1)	-	-
30.1(Resistance to Heat and Fire, IS 302-1)	-	-
30.2(Resistance to Heat and Fire, IS 302-1)	-	-
31(Resistance of Rusting, IS 302-1)	-	-
32(Radiation, Toxicity and similar Hazard IS 302-1)	-	-
4(GENERAL REQUIREMENTS)	-	-
5(GENERAL CONDITIONS FOR THE TESTS)	-	-
27(Provision for Earthing)	-	-
29(Clearances, Creepage distances and Solid Insulation)	-	-

08 Feb, 2027

-
Included w.e.f 09.04.2025 Exclusion : Cl 19.11.4.1- Cl 19.11.4.7 (EMI/EMC)

2112

Atmy Analytical Labs Pvt. Ltd.

8167506

IS 18480 : Part 3 (2023)

Cross Recessed Tapping Screw Part 3 Raised Countersunk Oval Head

19900 View breakup
-

Clause No.	Exclusion	Remark
Clause. 3.0(Dimenssions.)	-	-
Clause. 3.0(Thread size.)	-	-
Clause. 3.0(Length)	-	-
Clause. 4.0(Material)	-	-
Clause. 4.0(Thread)	-	-
Clause. 4.0(Cross Recess)	-	-
Clause. 4.0(Tolerances)	-	-
Clause. 4.0(Mechnical and functional properties.)	-	-
Clause. 4.0(Finish)	-	-
Clause. 4.0(Acceptability)	-	-
Clause.5.0(Designation)	-	-
Clause.5.0(Marking)	-	-

25 Feb, 2027

-
Included w.e.f 28.03.2025

2113

Atmy Analytical Labs Pvt. Ltd.

8167506

IS 18480 : Part 2 (2023)

Cross Recessed Tapping Screws Part 2 Countersunk Flat Head

19900 View breakup
-

Clause No.	Exclusion	Remark
Clause. 3.0(Dimenssions.)	-	-
Clause. 3.0(Thread size.)	-	-
Clause. 3.0(Length)	-	-
Clause. 4.0(Material)	-	-
Clause. 4.0(Thread)	-	-
Clause. 4.0(Cross Recess)	-	-
Clause. 4.0(Tolerances)	-	-
Clause. 4.0(Mechnical and functional properties.)	-	-
Clause. 4.0(Finish)	-	-
Clause. 4.0(Acceptability)	-	-
Clause.5.0(Designation)	-	-
Clause.5.0(Marking)	-	-
Clause. 3.0(Dimenssions.)	-	-
Clause. 3.0(Thread size.)	-	-
Clause. 3.0(Length)	-	-
Clause. 4.0(Material)	-	-
Clause. 4.0(Thread)	-	-
Clause. 4.0(Cross Recess)	-	-
Clause. 4.0(Tolerances)	-	-
Clause. 4.0(Mechnical and functional properties.)	-	-
Clause. 4.0(Finish)	-	-
Clause. 4.0(Acceptability)	-	-
Clause.5.0(Designation)	-	-
Clause.5.0(Marking)	-	-
Clause. 3.0(Dimenssions.)	-	-
Clause. 3.0(Thread size.)	-	-
Clause. 3.0(Length)	-	-
Clause. 4.0(Material)	-	-
Clause. 4.0(Thread)	-	-
Clause. 4.0(Cross Recess)	-	-
Clause. 4.0(Tolerances)	-	-
Clause. 4.0(Mechnical and functional properties.)	-	-
Clause. 4.0(Finish)	-	-
Clause. 4.0(Acceptability)	-	-
Clause.5.0(Designation)	-	-
Clause.5.0(Marking)	-	-

25 Feb, 2027

-
Included w.e.f 28.03.2025

2114

Atmy Analytical Labs Pvt. Ltd.

8167506

IS 18480 : Part 1 (2023)

Cross Recessed Tapping Screws: Part 1 Pan Head

20900 View breakup
-

Clause No.	Exclusion	Remark
Clause. 3.0(Dimenssions.)	-	-
Clause. 3.0(Thread size.)	-	-
Clause. 3.0(Length)	-	-
Clause. 4.0(Thread)	-	-
Clause. 4.0(Cross Recess)	-	-
Clause. 4.0(Tolerances)	-	-
Clause. 4.0(Mechnical and functional properties.)	-	-
Clause. 4.0(Finish)	-	-
Clause. 4.0(Acceptability)	-	-
Clause.5.0(Designation)	-	-
Clause.5.0(Marking)	-	-
Clause. 4.0(Material)	-	-
Clause. 3.0(Dimenssions.)	-	-
Clause. 3.0(Thread size.)	-	-
Clause. 3.0(Length)	-	-
Clause. 4.0(Thread)	-	-
Clause. 4.0(Cross Recess)	-	-
Clause. 4.0(Tolerances)	-	-
Clause. 4.0(Mechnical and functional properties.)	-	-
Clause. 4.0(Finish)	-	-
Clause. 4.0(Acceptability)	-	-
Clause.5.0(Designation)	-	-
Clause.5.0(Marking)	-	-
Clause. 4.0(Material)	-	-
Clause. 3.0(Dimenssions.)	-	-
Clause. 3.0(Thread size.)	-	-
Clause. 3.0(Length)	-	-
Clause. 4.0(Thread)	-	-
Clause. 4.0(Cross Recess)	-	-
Clause. 4.0(Tolerances)	-	-
Clause. 4.0(Mechnical and functional properties.)	-	-
Clause. 4.0(Finish)	-	-
Clause. 4.0(Acceptability)	-	-
Clause.5.0(Designation)	-	-
Clause.5.0(Marking)	-	-
Clause. 4.0(Material)	-	-

25 Feb, 2027

-
Included w.e.f 28.03.2025

2115

Atmy Analytical Labs Pvt. Ltd.

8167506

IS 11329 (2018)

Finned type heat exchanger for room air conditioner (First Revision)

ALL

217000 View breakup
-

Clause No.	Exclusion	Remark
4(CLASSIFICATION AND NOMENCLATURE)	-	-
5(MATERIALS)	-	-
6(QUALITY REQUIREMENTS)	-	-
7(TESTING)	-	-
7.1("Permissible Assembly Contamination Specification")	-	-
7.1.1(Internal Contamination)	-	-
7.2(Pressure Test for Assembly Tightness)	-	-
7.2.1(Water Leak Test)	-	-
7.2.2(Helium Leak Test)	-	-
7.2.3(Vacuum Leak Test Process)	-	-
7.3(Test for Mechanical Strength)	-	-
7.3.1(Burst Test)	-	-
7.3.2(Fatigue Strength Test)	-	-
7.4(Test for Corrosion Resistance)	-	-
8(MARKING)	-	-
9()	-	-
7.1.2(Moisture content)	-	-

25 Feb, 2027

-
Included w.e.f 28.03.2025

2116

Ace Test Labs & Metrology Pvt. Ltd.

9162826

IS 16543 (2024)

All-glass evacuated solar collector tubes - Specification (First revision)

15000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 4.1(Structure of All-Glass Evacuated Solar Collector Tube)	-	500	-
Cl 4.2 & table 1(Outer Diameter of Cover Glass Tube)	-	500	-
Cl 4.2 & table 1(Outer Diameter of Inner Glass Tube Including Coating)	-	500	-
Cl 4.2 & table 1(The Thickness of Cover and Inner Glass Tube)	-	499.97	-
Cl 4.2 & table 1(Tube Length)	-	1000	-
Cl 4.2 & table 1(Sealed off Part Length)	-	999.96	-
Cl 4.3(Absorber Area for Different Tube Sizes)	-	999.98	-
Cl 4.4(Solar Selective Absorbing Coating)	-	999.97	-
Cl 4.5(Calculation for Number of Tubes for The Heating System)	-	1000	-
Cl 5.1.1(Transmittance ratio ( material))	-	1000	-
Cl 5.1.2(Bubble & crack (material))	-	500	-
Cl 5.1.3(Knots (material))	-	500	-
Cl 5.1.4(Solar absorbing ratio (material))	-	500	-
Cl 5.2.1(Scratch length and visibility)	-	2500	-
Cl 5.2.2(Appearance of selective coating)	-	2000	-
Cl 5.2.3(Colour fading area)	-	2000	-
Cl 5.2.4(Strut member)	-	2000	-
Cl 5.2.5(The inner and cover tube at the open end)	-	2000	-
Cl 5.2.6(Length of an all-glass evacuated solar collector tube)	-	2000	-
Cl 5.2.7(Bending of the all-glass evacuated solar collector tube)	-	5000	-
Cl 5.2.8(Cross-section of the open end)	-	2500	-
Cl 5.2.9(Sealed end)	-	2500	-
Cl 7.2.2(Uniformity)	-	2500	-
Cl 7.4(Stagnation Performance Parameter Test)	-	5000	-
Cl 7.5(Stagnation Solar Irradiation Test)	-	5000	-
Cl 7.6(Average Heat Loss Coefficient Test)	-	5000	-
Cl 7.7(Vacuum Performance Test)	-	2000	-
Cl 7.8(Resistance to Thermal Shock Test)	-	2000	-
Cl 7.9(Resistance to Impact Test)	-	2000	-
Cl 7.10(0 Resistance to Internal Pressure Test)	-	2000	-
Cl 7.11(Absorptivity and Emissivity Test of the Selective Coating)	-	2000	-
Cl 9(Marking)	-	500	-
Cl 4.1(Structure of All-Glass Evacuated Solar Collector Tube)	-	500	-
Cl 4.2 & table 1(Outer Diameter of Cover Glass Tube)	-	500	-
Cl 4.2 & table 1(Outer Diameter of Inner Glass Tube Including Coating)	-	500	-
Cl 4.2 & table 1(The Thickness of Cover and Inner Glass Tube)	-	500	-
Cl 4.2 & table 1(Tube Length)	-	500	-
Cl 4.2 & table 1(Sealed off Part Length)	-	1000	-
Cl 4.3(Absorber Area for Different Tube Sizes)	-	1000	-
Cl 4.4(Solar Selective Absorbing Coating)	-	1000	-
Cl 4.5(Calculation for Number of Tubes for The Heating System)	-	500	-
Cl 5.1.1(Transmittance ratio ( material))	-	1000	-
Cl 5.1.2(Bubble & crack (material))	-	1000	-
Cl 5.1.3(Knots (material))	-	1000	-
Cl 5.1.4(Solar absorbing ratio (material))	-	1000	-
Cl 5.2.1(Scratch length and visibility)	-	1000	-
Cl 5.2.2(Appearance of selective coating)	-	1000	-
Cl 5.2.3(Colour fading area)	-	1000	-
Cl 5.2.4(Strut member)	-	1000	-
Cl 5.2.5(The inner and cover tube at the open end)	-	500	-
Cl 5.2.6(Length of an all-glass evacuated solar collector tube)	-	5000	-
Cl 5.2.7(Bending of the all-glass evacuated solar collector tube)	-	5000	-
Cl 5.2.8(Cross-section of the open end)	-	2500	-
Cl 5.2.9(Sealed end)	-	2500	-
Cl 7.2.2(Uniformity)	-	2500	-
Cl 7.4(Stagnation Performance Parameter Test)	-	2500	-
Cl 7.5(Stagnation Solar Irradiation Test)	-	2500	-
Cl 7.6(Average Heat Loss Coefficient Test)	-	5000	-
Cl 7.7(Vacuum Performance Test)	-	5000	-
Cl 7.8(Resistance to Thermal Shock Test)	-	10000	-
Cl 7.9(Resistance to Impact Test)	-	5000	-
Cl 7.10(0 Resistance to Internal Pressure Test)	-	2500	-
Cl 7.11(Absorptivity and Emissivity Test of the Selective Coating)	-	2500	-
Cl 9(Marking)	-	500	-

14 Nov, 2027

-
Included w.e.f 04.03.2025

2117

Atmy Analytical Labs Private Limited (Unit-2)

8176106

IS 16543 (2024)

All-glass evacuated solar collector tubes - Specification (First revision)

ALL

14900 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 4.1(Structure of All-Glass Evacuated Solar Collector Tube)	-	550	-
Cl 4.2 & table 1(Outer Diameter of Cover Glass Tube)	-	550	-
Cl 4.2 & table 1(Outer Diameter of Inner Glass Tube Including Coating)	-	550	-
Cl 4.2 & table 1(The Thickness of Cover and Inner Glass Tube)	-	550	-
Cl 4.2 & table 1(Tube Length)	-	1100	-
Cl 4.2 & table 1(Sealed off Part Length)	-	1000	-
Cl 4.3(Absorber Area for Different Tube Sizes)	-	1200	-
Cl 4.4(Solar Selective Absorbing Coating)	-	1200	-
Cl 4.5(Calculation for Number of Tubes for The Heating System)	-	1200	-
Cl 5.1.1(Transmittance ratio ( material))	-	1200	-
Cl 5.1.2(Bubble & crack (material))	-	500	-
Cl 5.1.3(Knots (material))	-	500	-
Cl 5.1.4(Solar absorbing ratio (material))	-	500	-
Cl 5.2.1(Scratch length and visibility)	-	2650	-
Cl 5.2.2(Appearance of selective coating)	-	2200	-
Cl 5.2.3(Colour fading area)	-	2200	-
Cl 5.2.4(Strut member)	-	2100	-
Cl 5.2.5(The inner and cover tube at the open end)	-	2100	-
Cl 5.2.6(Length of an all-glass evacuated solar collector tube)	-	2200	-
Cl 5.2.7(Bending of the all-glass evacuated solar collector tube)	-	2200	-
Cl 5.2.8(Cross-section of the open end)	-	2700	-
Cl 5.2.9(Sealed end)	-	2750	-
Cl 7.2.2(Uniformity)	-	2600	-
Cl 7.4(Stagnation Performance Parameter Test)	-	5200	-
Cl 7.5(Stagnation Solar Irradiation Test)	-	5200	-
Cl 7.6(Average Heat Loss Coefficient Test)	-	5100	-
Cl 7.7(Vacuum Performance Test)	-	2100	-
Cl 7.8(Resistance to Thermal Shock Test)	-	2100	-
Cl 7.9(Resistance to Impact Test)	-	2200	-
Cl 7.10(0 Resistance to Internal Pressure Test)	-	2200	-
Cl 7.11(Absorptivity and Emissivity Test of the Selective Coating)	-	2100	-
Cl 9(Marking)	-	600	-
Cl 4.1(Structure of All-Glass Evacuated Solar Collector Tube)	-	0	-
Cl 4.2 & table 1(Outer Diameter of Cover Glass Tube)	-	0	-
Cl 4.2 & table 1(Outer Diameter of Inner Glass Tube Including Coating)	-	0	-
Cl 4.2 & table 1(The Thickness of Cover and Inner Glass Tube)	-	0	-
Cl 4.2 & table 1(Tube Length)	-	0	-
Cl 4.2 & table 1(Sealed off Part Length)	-	0	-
Cl 4.3(Absorber Area for Different Tube Sizes)	-	0	-
Cl 4.4(Solar Selective Absorbing Coating)	-	0	-
Cl 4.5(Calculation for Number of Tubes for The Heating System)	-	0	-
Cl 5.1.1(Transmittance ratio ( material))	-	0	-
Cl 5.1.2(Bubble & crack (material))	-	0	-
Cl 5.1.3(Knots (material))	-	0	-
Cl 5.1.4(Solar absorbing ratio (material))	-	0	-
Cl 5.2.1(Scratch length and visibility)	-	0	-
Cl 5.2.2(Appearance of selective coating)	-	0	-
Cl 5.2.3(Colour fading area)	-	0	-
Cl 5.2.4(Strut member)	-	0	-
Cl 5.2.5(The inner and cover tube at the open end)	-	0	-
Cl 5.2.6(Length of an all-glass evacuated solar collector tube)	-	0	-
Cl 5.2.7(Bending of the all-glass evacuated solar collector tube)	-	0	-
Cl 5.2.8(Cross-section of the open end)	-	0	-
Cl 5.2.9(Sealed end)	-	0	-
Cl 7.2.2(Uniformity)	-	0	-
Cl 7.4(Stagnation Performance Parameter Test)	-	0	-
Cl 7.5(Stagnation Solar Irradiation Test)	-	0	-
Cl 7.6(Average Heat Loss Coefficient Test)	-	0	-
Cl 7.7(Vacuum Performance Test)	-	0	-
Cl 7.8(Resistance to Thermal Shock Test)	-	0	-
Cl 7.9(Resistance to Impact Test)	-	0	-
Cl 7.10(0 Resistance to Internal Pressure Test)	-	0	-
Cl 7.11(Absorptivity and Emissivity Test of the Selective Coating)	-	0	-
Cl 9(Marking)	-	0	-
Cl 4.1(Structure of All-Glass Evacuated Solar Collector Tube)	-	0	-
Cl 4.2 & table 1(Outer Diameter of Cover Glass Tube)	-	0	-
Cl 4.2 & table 1(Outer Diameter of Inner Glass Tube Including Coating)	-	0	-
Cl 4.2 & table 1(The Thickness of Cover and Inner Glass Tube)	-	0	-
Cl 4.2 & table 1(Tube Length)	-	0	-
Cl 4.2 & table 1(Sealed off Part Length)	-	0	-
Cl 4.3(Absorber Area for Different Tube Sizes)	-	0	-
Cl 4.4(Solar Selective Absorbing Coating)	-	0	-
Cl 4.5(Calculation for Number of Tubes for The Heating System)	-	0	-
Cl 5.1.1(Transmittance ratio ( material))	-	0	-
Cl 5.1.2(Bubble & crack (material))	-	0	-
Cl 5.1.3(Knots (material))	-	0	-
Cl 5.1.4(Solar absorbing ratio (material))	-	0	-
Cl 5.2.1(Scratch length and visibility)	-	0	-
Cl 5.2.2(Appearance of selective coating)	-	0	-
Cl 5.2.3(Colour fading area)	-	0	-
Cl 5.2.4(Strut member)	-	0	-
Cl 5.2.5(The inner and cover tube at the open end)	-	0	-
Cl 5.2.6(Length of an all-glass evacuated solar collector tube)	-	0	-
Cl 5.2.7(Bending of the all-glass evacuated solar collector tube)	-	0	-
Cl 5.2.8(Cross-section of the open end)	-	0	-
Cl 5.2.9(Sealed end)	-	0	-
Cl 7.2.2(Uniformity)	-	0	-
Cl 7.4(Stagnation Performance Parameter Test)	-	0	-
Cl 7.5(Stagnation Solar Irradiation Test)	-	0	-
Cl 7.6(Average Heat Loss Coefficient Test)	-	0	-
Cl 7.7(Vacuum Performance Test)	-	0	-
Cl 7.8(Resistance to Thermal Shock Test)	-	0	-
Cl 7.9(Resistance to Impact Test)	-	0	-
Cl 7.10(0 Resistance to Internal Pressure Test)	-	0	-
Cl 7.11(Absorptivity and Emissivity Test of the Selective Coating)	-	0	-
Cl 9(Marking)	-	0	-

08 Feb, 2027

-
Included w.e.f 24.03.2025

2118

Aaditech Test and Calibration Lab LLP

8179926

IS 302 : Part 2 : Sec 9 (2009)

Safety of household and similar electrical appliances: Part 2 particular requirements: Sec 9 toasters, grills, roasters and similar appliances (First Revision)

ELECTRICAL

9000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl.32(Verification)	-	50	-
Cl.31(Verification)	-	50	-
Cl.30(Verification)	-	50	-
CL.29(Verification)	-	50	-
Cl.28(Verification)	-	50	-
Cl.27(Verification)	-	50	-
Cl.26(Verification)	-	50	-
Cl.25(Verification)	-	50	-
Cl.24(Verification)	-	50	-
Cl.23(Verification)	-	50	-
Cl.22(Verification)	-	50	-
Cl.21(Verification)	-	50	-
Cl.20(Verification)	-	50	-
Cl.19(Verification)	-	50	-
Cl. 16(Verification)	-	50	-
Cl.15(Verification)	-	50	-
Cl.14(Verification)	-	50	-
Cl.13(Verification)	-	50	-
Cl.11(Verification)	-	50	-
Cl.10(Verification)	-	50	-
Cl.8(Verification)	-	50	-
Cl. 7(Verification)	-	50	-
Cl. 6(Verification)	-	50	-
Cl. 32 IS 302-2-9(Radiation, Toxicity and similar hazards)	-	50	-
Cl. 31 IS 302-2-9(Resistance To Rusting )	-	50	-
Cl. 30 IS 302-2-9(Resistance To Heat, Fire And Tracking)	-	50	-
Cl. 29 IS 302-2-9(Creepage Distances, Clearances And Distances Through Insulation)	-	50	-
Cl. 28 IS 302-2-9(Screws and Connections)	-	50	-
Cl. 27 IS 302-2-9(Provision For Earthing )	-	50	-
Cl. 26 IS 302-2-9(Terminal For External Conductors )	-	50	-
Cl. 25 IS 302-2-9(Supply Connections and External Flexible Cables and Cords )	-	50	-
Cl. 24 IS 302-2-9(Components)	-	50	-
Cl. 23 IS 302-2-9(Internal Wiring)	-	50	-
Cl. 22 IS 302-2-9(Construction )	-	50	-
Cl. 21 IS 302-2-9(Mechanical Strength)	-	50	-
Cl. 20 IS 302-2-9(Stability and mechanical Hazards)	-	50	-
Cl. 19 IS 302-2-9(Abnormal Operation )	-	50	-
Cl. 18 IS 302-2-9(Endurance)	-	50	-
Cl. 17 IS 302-2-9(Overload protection of transformers and associated circuits.)	-	50	-
Cl. 16 IS 302-2-9(Leakage Current and Electric strength )	-	50	-
Cl. 15 IS 302-2-9(Moisture Resistance)	-	50	-
Cl. 14 IS 302-2-9(Transient overvoltage)	-	50	-
Cl. 13 IS 302-2-9(Leakage Current & Electric Strength at Operating Temperature)	-	50	-
Cl. 11 IS 302-2-9(Heating)	-	50	-
Cl. 10 IS 302-2-9(Power Input and Current )	-	50	-
Cl. 9 IS 302-2-9(Starting of motor operated appliances)	-	50	-
Cl. 8 IS 302-2-9(Protection against access to live parts)	-	50	-
Cl. 7 IS 302-2-9(Marking and Instruction)	-	50	-
Cl. 6 IS 302-2-9(Classification)	-	50	-
32(Radiation, toxicity and similar hazards)	-	50	-
31(Resistance to rusting)	-	50	-
31(Resistance to rusting)	-	50	-
30.2.4(Resistance to heat and fire)	-	50	-
30.2(Resistance to heat and fire)	-	50	-
30.1(Resistance to heat and fire)	-	50	-
29.3(Clearances, creepage distances and solid insulation)	-	50	-
29.2(Clearances, creepage distances and solid insulation)	-	50	-
29.2(Clearances, creepage distances and solid insulation)	-	50	-
29.1, Table No.- 16, Table No.- 17 & Table No.18(Clearances, creepage distances and solid insulation)	-	50	-
29.1, Table No.- 16, Table No.- 17 & Table No.18(Clearances, creepage distances and solid insulation)	-	50	-
28.2 to 28.4(Screws and connections)	-	50	-
28.1, Table No.-14(Screws and connections)	-	50	-
27.6(Provision for earthing)	-	50	-
27.5(Provision for earthing)	-	50	-
27.1 to 27.4(Provision for earthing)	-	50	-
26.10 & 26.11(Terminals for external conductors)	-	50	-
26.9(Terminals for external conductors)	-	50	-
26.1 to 26.8(Terminals for external conductors)	-	50	-
25.16 to 25.25(Supply connection and external flexible cords)	-	50	-
25.15(Supply connection and external flexible cords)	-	50	-
25.14(Supply connection and external flexible cords)	-	50	-
25.14(Supply connection and external flexible cords)	-	50	-
25.9 to 25.13(Supply connection and external flexible cords)	-	50	-
25.8, Table No.-11(Supply connection and external flexible cords)	-	50	-
25.5 to 25.7(Supply connection and external flexible cords)	-	50	-
25.4(Supply connection and external flexible cords)	-	50	-
25.3(Supply connection and external flexible cords)	-	50	-
25.2(Supply connection and external flexible cords)	-	50	-
25.1(Supply connection and external flexible cords)	-	50	-
24.101(Components)	-	50	-
24.101(Components)	-	50	-
24.2 to 24.6(Components)	-	50	-
24.1(Components)	-	50	-
23.6 to 23.10(Internal wiring)	-	50	-
23.5(Internal wiring)	-	50	-
23.4(Internal wiring)	-	50	-
23.3(Internal wiring)	-	50	-
23.1 & 23.2(Internal wiring)	-	50	-
22.111(Constructions)	-	50	-
22.111(Constructions)	-	50	-
22.11o(Constructions)	-	50	-
22.109(Constructions)	-	50	-
22.108(Constructions)	-	50	-
22.101 to 22.107(Constructions)	-	50	-
22.13 to 22.48(Constructions)	-	50	-
22.12(Constructions)	-	50	-
22.11(Constructions)	-	50	-
22.11(Constructions)	-	50	-
22.7 to 22.10(Constructions)	-	50	-
22.6(Constructions)	-	50	-
22.5(Constructions)	-	50	-
22.4(Constructions)	-	50	-
22.3(Constructions)	-	50	-
22.2(Constructions)	-	50	-
22.1(Constructions)	-	50	-
21.101(MECHANICAL STRENGTH)	-	50	-
21.101(MECHANICAL STRENGTH)	-	50	-
21.1(MECHANICAL STRENGTH)	-	50	-
20.2(Stability and mechanical hazards)	-	50	-
20.1(Stability and mechanical hazards)	-	50	-
19.104(ABNORMAL OPERATION)	-	50	-
19.103(ABNORMAL OPERATION)	-	50	-
19.102(ABNORMAL OPERATION)	-	50	-
19.101(ABNORMAL OPERATION)	-	50	-
19.1 to 19.13, Table No. - 9(ABNORMAL OPERATION)	-	50	-
17(Overload protection of transformers and associated circuits)	-	50	-
16.3(Insulation resistance test)	-	50	-
16.3(Electric strength test)	-	50	-
16.1 & 16.2(Leakage current test)	-	50	-
15.3(Moisture resistance)	-	50	-
15.3(Moisture resistance)	-	50	-
15.3(Moisture resistance)	-	50	-
15.2(Moisture resistance)	-	50	-
15.2(Moisture resistance)	-	50	-
15.2(Moisture resistance)	-	50	-
15.1(Moisture resistance)	-	50	-
14, Table No.- 6 & Table No.-16(Transient over voltages)	-	50	-
13.3 and Table No.- 4(Electric strength test)	-	50	-
13.1, 13.2(Leakage current test)	-	50	-
13.1, 13.2(Leakage current test)	-	50	-
11.101(Heating)	-	50	-
11.1 to 11.8, Table No.-3(Heating)	-	50	-
10.1 & 10.2 -Table No. 1, Table No. 2(Power Input and Current)	-	50	-
8.1.5(Protection against access to live parts)	-	50	-
8.1.4(Protection against access to live parts)	-	50	-
8.1.3(Protection against access to live parts)	-	50	-
8.1.2(Protection against access to live parts)	-	50	-
8.1, 8.1.1 & 8.2(Protection against access to live parts)	-	50	-
7.14(Legibility & Durability of Markings test)	-	50	-
7.1 to 7.13, 7.15, 7.16(Marking)	-	50	-
32(Radiation, toxicity and similar hazards)	-	50	-
31(Resistance to rusting)	-	50	-
31(Resistance to rusting)	-	50	-
30.2.4(Resistance to heat and fire)	-	50	-
30.2(Resistance to heat and fire)	-	50	-
30.1(Resistance to heat and fire)	-	50	-
29.3(Clearances, creepage distances and solid insulation)	-	50	-
29.2(Clearances, creepage distances and solid insulation)	-	50	-
29.2(Clearances, creepage distances and solid insulation)	-	50	-
29.1, Table No.- 16, Table No.- 17 & Table No.18(Clearances, creepage distances and solid insulation)	-	50	-
29.1, Table No.- 16, Table No.- 17 & Table No.18(Clearances, creepage distances and solid insulation)	-	50	-
28.2 to 28.4(Screws and connections)	-	50	-
28.1, Table No.-14(Screws and connections)	-	50	-
27.6(Provision for earthing)	-	50	-
27.5(Provision for earthing)	-	50	-
27.1 to 27.4(Provision for earthing)	-	50	-
26.10 & 26.11(Terminals for external conductors)	-	50	-
26.9(Terminals for external conductors)	-	50	-
26.1 to 26.8(Terminals for external conductors)	-	50	-
25.16 to 25.25(Supply connection and external flexible cords)	-	50	-
25.15(Supply connection and external flexible cords)	-	50	-
25.14(Supply connection and external flexible cords)	-	50	-
25.14(Supply connection and external flexible cords)	-	50	-
25.9 to 25.13(Supply connection and external flexible cords)	-	50	-
25.8, Table No.-11(Supply connection and external flexible cords)	-	50	-
25.5 to 25.7(Supply connection and external flexible cords)	-	50	-
25.4(Supply connection and external flexible cords)	-	50	-
25.3(Supply connection and external flexible cords)	-	50	-
25.2(Supply connection and external flexible cords)	-	50	-
25.1(Supply connection and external flexible cords)	-	50	-
24.101(Components)	-	50	-
24.101(Components)	-	50	-
24.2 to 24.6(Components)	-	50	-
24.1(Components)	-	50	-
23.6 to 23.10(Internal wiring)	-	50	-
23.5(Internal wiring)	-	50	-
23.4(Internal wiring)	-	50	-
23.3(Internal wiring)	-	50	-
23.1 & 23.2(Internal wiring)	-	50	-
22.111(Constructions)	-	50	-
22.111(Constructions)	-	50	-
22.11o(Constructions)	-	50	-
22.109(Constructions)	-	50	-
22.108(Constructions)	-	50	-
22.101 to 22.107(Constructions)	-	50	-
22.13 to 22.48(Constructions)	-	50	-
22.12(Constructions)	-	50	-
22.11(Constructions)	-	50	-
22.7 to 22.10(Constructions)	-	50	-
22.6(Constructions)	-	50	-
22.5(Constructions)	-	50	-
22.4(Constructions)	-	50	-
22.3(Constructions)	-	50	-
22.2(Constructions)	-	50	-
22.1(Constructions)	-	50	-
21.101(MECHANICAL STRENGTH)	-	50	-
21.101(MECHANICAL STRENGTH)	-	50	-
21.2(MECHANICAL STRENGTH)	-	50	-
21.1(MECHANICAL STRENGTH)	-	50	-
20.2(Stability and mechanical hazards)	-	50	-
20.1(Stability and mechanical hazards)	-	50	-
19.104(ABNORMAL OPERATION)	-	50	-
19.103(ABNORMAL OPERATION)	-	50	-
19.102(ABNORMAL OPERATION)	-	50	-
19.101(ABNORMAL OPERATION)	-	50	-
19.1 to 19.13, Table No. - 9(ABNORMAL OPERATION)	-	50	-
17(Overload protection of transformers and associated circuits)	-	50	-
16.3(Insulation resistance test)	-	50	-
16.3(Electric strength test)	-	50	-
16.1 & 16.2(Leakage current test)	-	50	-
15.3(Moisture resistance)	-	50	-
15.3(Moisture resistance)	-	50	-
15.3(Moisture resistance)	-	50	-
15.2(Moisture resistance)	-	50	-
15.2(Moisture resistance)	-	50	-
15.2(Moisture resistance)	-	50	-
15.2(Moisture resistance)	-	50	-
15.1(Moisture resistance)	-	50	-
14, Table No.- 6 & Table No.-16(Transient over voltages)	-	50	-
13.3 and Table No.- 4(Electric strength test)	-	50	-
13.1, 13.2(Leakage current test)	-	50	-
13.1, 13.2(Leakage current test)	-	50	-
11.101(Heating)	-	50	-
11.1 to 11.8, Table No.-3(Heating)	-	50	-
10.1 & 10.2 -Table No. 1, Table No. 2(Power Input and Current)	-	50	-
8.1.5(Protection against access to live parts)	-	50	-
8.1.4(Protection against access to live parts)	-	50	-
8.1.3(Protection against access to live parts)	-	50	-
8.1.2(Protection against access to live parts)	-	50	-
8.1, 8.1.1 & 8.2(Protection against access to live parts)	-	50	-
7.14(Legibility & Durability of Markings test)	-	50	-
7.1 to 7.13, 7.15, 7.16(Marking)	-	50	-
32(Radiation ,Toxicity and similar hazards)	-	50	-
31(Resistance to Rusting)	-	50	-
30(Resistance to Heat & Fire)	-	50	-
29(Clearances, Creepage Distances & Solid Insulation)	-	50	-
28(Screws & Connections)	-	50	-
27(Provision For Earthing)	-	50	-
26(Terminals For External Conductors)	-	50	-
25(Supply Connection & External Flexible Cords)	-	50	-
24(Components)	-	50	-
23(Internal wiring)	-	50	-
22(Construction)	-	50	-
21(Mechanical strength)	-	50	-
20(Stability & Mechanical Hazards)	-	50	-
19(Abnormal Operation)	-	50	-
17(Overload Protection/ Overload Protection of Transformers & Associated Circuits)	-	50	-
16(Leakage Current and Electric Strength)	-	50	-
15(Moisture Resistance)	-	50	-
14(Transient Over Voltage)	-	50	-
13(Leakage Current and Electric Strength at Operating Temperature)	-	50	-
11(Temperature Rise/ Heating)	-	50	-
10(Power Input & Current)	-	50	-
9(Starting Of Motor Operated Appliances)	-	50	-
8(Protection against access to live parts)	-	50	-
32(Radiation ,Toxicity and similar hazards)	-	50	-
31(Resistance to Rusting)	-	50	-
30(Resistance to Heat & Fire)	-	50	-
29(Clearances, Creepage Distances & Solid Insulation)	-	50	-
28(Screws & Connections)	-	50	-
27(Provision For Earthing)	-	50	-
26(Terminals For External Conductors)	-	50	-
25(Supply Connection & External Flexible Cords)	-	50	-
24(Components)	-	50	-
23(Internal wiring)	-	50	-
22(Construction)	-	50	-
21(Mechanical strength)	-	50	-
20(Stability & Mechanical Hazards)	-	50	-
19(Abnormal Operation)	-	50	-
17(Overload Protection/ Overload Protection of Transformers & Associated Circuits)	-	50	-
16(Leakage Current and Electric Strength)	-	50	-
15(Moisture Resistance)	-	50	-
14(Transient Over Voltage)	-	50	-
13(Leakage Current and Electric Strength at Operating Temperature)	-	50	-
11(Temperature Rise/ Heating)	-	50	-
10(Power Input & Current)	-	50	-
9(Starting Of Motor Operated Appliances)	-	50	-
8(Protection against access to live parts)	-	50	-
19.11.4.1(Electrostatic discharges)	-	50	-
19.11.4.2(Radiated fields)	-	50	-
19.11.4.3(Fast transient bursts)	-	50	-
19.11.4.4(Surge immunity test)	-	50	-
19.11.4.5(Immunity to conducted discharges)	-	50	-
19.11.4.6(Class 3 Voltage dips and interruptions)	-	50	-
19.11.4.7(Harmonics)	-	50	-
21.2(MECHANICAL STRENGTH)	-	50	-
15.2(Moisture resistance)	-	50	-
22.11(Constructions)	-	50	-

28 Aug, 2027

-
Included w.e.f 23.01.2025 Exclusion Cl 19.11.4.1 - Cl 19.11.4.7 (EMI/EMC)

2119

BIS, Hyderabad Branch Laboratory (HYBL)

None

IS 17730 : Part 2 (2021)

Agro-Textiles Hail Protection Nets for Agriculture and Horticulture Purposes Specification Part 2 Woven Hail Protection Nets

- View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
Clause 7, Table 1, (i) (Mass in g/m2, (with a tolerance of ± 5 percent))	-
Clause 7, table 1, (ii) a ("Average breaking strength of Woven hail protection fabric (Strip method, 325 × 50 mm test piece with gauge length of 200 mm), N,Min,(a) Warpway")	-
Clause 7,table 1, (ii) b ("Average breaking strength of woven hail protection fabric (Strip method, 325 × 50 mm test piece with gauge length of 200 mm), N,Min,(b) Weftway")	-
Clause 7, table 1, (iii) ("Retention of breaking strength after UV exposure of 144 hours, percent, Min")	-
Clause 7, table 1, (vii) (Porosity, percent)	-
Clause 7, table 1, (ix) (Seam (joint) strength, percent, Min)	-
7.1 (Dimensions)	-
Cl-4.1 (HDPE Monofilament)	-
Cl-6.1 (Fabric)	-
Cl-6.2 (Reinforcement)	-
Cl-6.3 (Joints)	-
Cl-6.4 (Stitching)	-
Cl-6.5 (Colour)	-

-
Except Raw material, Colour fastness to artificial light, Bursting pressure, Shading percentage, Cold cracking resistance test and Limited test facility for UV resistance test.

2120

BIS, Hyderabad Branch Laboratory (HYBL)

None

IS 17730 : Part 1 (2021)

Agro-Textiles Hail Protection Nets for Agriculture and Horticulture Purposes Specification Part 1 Warp Knitted Hail Protection Nets

- View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
Clause 7, Table 1, (i) (Mass in g/m2, (with a tolerance of ± 5 percent))	-
Clause 7, table 1, (ii) a ("Average breaking strength of knitted hail protection fabric (Strip method, 325 × 50 mm test piece with gauge length of 200 mm), N,Min,(a) Wales direction")	-
Clause 7,table 1, (ii) b ("Average breaking strength of knitted hail protection fabric (Strip method, 325 × 50 mm test piece with gauge length of 200 mm), N,Min,(b) Course direction")	-
Clause 7, table 1, (iii) ("Retention of breaking strength after UV exposure of 144 hours, percent, Min")	-
Clause 7, table 1, (viii) (Seam (joint) strength, percent, Min)	-
4.1 (HDPE Monofilament (linear density))	-
6.1 (Fabric (width))	-
6.2 (Reinforcement)	-
6.3 (Joints)	-
6.4 (Stitching)	-
6.5 (Colour)	-
7.1 (Length, Width)	-

-
Except Raw material, Colour fastness to artificial light, Bursting pressure, Shading percentage, Cold cracking resistance test and Limited test facility for UV resistance test.

2121

BIS, Hyderabad Branch Laboratory (HYBL)

None

IS 17357 (2020)

Agro textiles – Harvest nets for agriculture and horticulture purposes - Specification

- View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
Clause No. 4.1 (HDPE Monofilament density)	-
Clause No. 5.1 (Width of the Fabric)	-
Clause No. 6.2 (i) (Mass g/m²)	-
Clause No. 6.2 (ii) (Average breaking strength of wind shield net fabric (Strip method, 325×50 mm test piece with gauge length of 200 mm))	-
Clause No. 6.2 (iii) (Retention of breaking strength after UV exposure of 144 h)	-
Clause 7.1 (Length of the monofilament harvest nets)	-
4.1 (MATERIALS - HDPE Monofilament)	-
5.1 (MANUFACTURE - Fabric)	-
5.2 (MANUFACTURE - Colour)	-
5.3 (MANUFACTURE - Fixing of Eyelets)	-
7.1 (Packing)	-
7.2 (Marking)	-

-
Except Raw material Colour fastness to artificial light, Bursting pressure, Air permeability

2122

DELHI TEST HOUSE, Azadhpur

8131406

IS 2887 (2017)

Laundry soap powders/flakes - Specification (Third Revision)

15500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5 (5.1.1)(Description)	-	500	NA
5 (5.1.2)(Odour and lathering Properties)	-	500	NA
5.2,7.31 and 8.1Table 1(Total fatty matter)	-	2000	NA
5.2,7.31 and 8.1Table 1(Rosin acid)	-	2000	NA
5.2,7.31 and 8.1Table 1(Unsaponifiable matter)	-	2000	NA
5.2,7.31 and 8.1Table 1(Free caustic alkali)	-	1000	NA
5.2,7.31 and 8.1Table 1(Matter insoluble in alcohol)	-	2000	NA
5.2,7.31 and 8.1Table 1(Glycerol)	-	1500	NA
5.2,7.31 and 8.1Table 1(Hexbromide test ( on fatty acid))	-	500	NA
5.2,7.31 and 8.1Table 1(Active alkalinity)	-	500	NA
5.2,7.31 and 8.1Table 1(Chloride (as sodium chloride))	-	500	NA
5.2,7.31 and 8.1Table 1(LSD?NSD)	-	1500	NA

-
-

2123

BIS, Hyderabad Branch Laboratory (HYBL)

None

IS 17356 (2020)

Agro textiles – Windshield nets for agriculture and horticulture purposes - Specification

- View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
Clause No. 4.1 (HDPE Monofilament density)	-
Clause No. 5.1 (Width of the Fabric)	-
Clause No. 5.2.1 (Length of the Eyelet)	-
Clause No. 5.2.1 (Eyelet to Eyelet Edge Distance)	-
Clause No. 6 (Mass of the windshield nets)	-
Clause 7.2 (i) (Mass g/m²)	-
Clause 7.2 (ii) (Average breaking strength of wind shield net fabric (Strip method, 325×50 mm test piece with gauge length of 200 mm))	-
Clause 7.2 (iii) (Retention of breaking strength after UV exposure of 144 h)	-
5.1 (MANUFACTURE - Fabric)	-
5.3 (MANUFACTURE - Colour)	-
6 (TYPES - a) Type 1, b) Type 2)	-
8.1 (Packing)	-
8.2 (Marking)	-

-
Except Raw material, Colour fastness to artificial , Bursting pressure and Wind blockage.

2124

BIS, Hyderabad Branch Laboratory (HYBL)

None

IS 17355 (2020)

Agro textiles – Propylene spun bonded non-woven mulch mat for agricultural and horticultural applications - Specification

- View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
Clause no. 6.1 & 8.3, Table-1 (i) (Lengthwise)	-
Clause no. 6.1 & 8.3, Table-1 (ii) (Width)	-
Clause no. 6.1 & 8.3, Table-1 (iii) (Mass)	-
Clause no. 6.1 & 8.3, Table-1 (iv) (Thickness)	-
Clause no. 6.1 & 8.3, Table-1 (v) a) (Tensile Strength, Machine Direction)	-
Clause no. 6.1 & 8.3, Table-1 (v) b) (Tensile Strength, Cross Direction)	-
Clause no. 6.1 & 8.3, Table-1 (vi) a) (Elongation, Machine Dir.)	-
Clause no. 6.1 & 8.3, Table-1 (vi) b) (Elongation, Cross Dir.)	-
Clause no. 6.1 & 8.3, Table-1 (vii) a) (UV stability, retained strength after UV exposure, Machine Dir.)	-
Clause no. 6.1 & 8.3, Table-1 (vii) b) (UV stability, retained strength after UV exposure, Cross Dir.)	-
Clause no. 6.1 & 8.3, Table-1 (viii) (Colour)	-
Clause no. 6.1 & 8.3, Table-1 (ix) (Ash Content)	-
Clause no. 6.1 & 8.3, Table-1 (x) a) (Trapezoid Tear Strength, Machine Direction)	-
Clause no. 6.1 & 8.3, Table-1 (x) b) (Trapezoid Tear Strength, Cross Direction)	-
Clause No. 4-(a) (Mass)	-

-
-

2125

DELHI TEST HOUSE KUNDLI

9127026

IS 1258 (2024)

Bayonet lampholders (Fifth Revision)

20000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4(General requirements)	-	200	-
6(Standard ratings)	-	200	-
7(Classification)	-	200	-
8(Marking)	-	500	-
9(Dimensions)	-	700	-
10(Protection against electric shock)	-	700	-
11(Terminals)	-	1000	-
12(Provision for earthing)	-	1000	-
13(Construction)	-	500	-
14(Switched lampholders)	-	500	-
15(Moisture resistance, insulation resistance and electrical strength)	-	2000	-
16(Mechanical strength)	-	500	-
17(Screws, current-carrying parts and connections)	-	500	-
18(Creepage distances and clearances)	-	500	-
19(General resistance to heat)	-	1000	-
20(Resistance to heat, fire and tracking)	-	1000	-
21(Resistance to excessive residual stresses (season cracking) and to rusting)	-	1000	-
Annex A(Season cracking/corrosion test)	-	1000	-
12.4(Thermal tests)	-	500	-
9.1(Lampholder dimensions)	-	500	-
11.2(Terminals)	-	500	-
12.3(Provision for earthing)	-	700	-
13.1(Construction)	-	500	-
13.8(Construction)	-	500	-
14.4(Switched lampholders)	-	500	-
15.1(Moisture resistance, insulation resistance and electrical strength)	-	2000	-
16.7(Mechanical strength)	-	500	-
16.8(Mechanical strength)	-	200	-
21.2(Resistance to excessive residual stresses (season cracking) and to rusting)	-	300	-
4(General requirements)	-	200	-
6(Standard ratings)	-	200	-
7(Classification)	-	200	-
8(Marking)	-	500	-
9(Dimensions)	-	700	-
10(Protection against electric shock)	-	700	-
11(Terminals)	-	1000	-
12(Provision for earthing)	-	1000	-
13(Construction)	-	500	-
14(Switched lampholders)	-	500	-
15(Moisture resistance, insulation resistance and electrical strength)	-	2000	-
16(Mechanical strength)	-	500	-
17(Screws, current-carrying parts and connections)	-	500	-
18(Creepage distances and clearances)	-	500	-
19(General resistance to heat)	-	1000	-
20(Resistance to heat, fire and tracking)	-	1000	-
21(Resistance to excessive residual stresses (season cracking) and to rusting)	-	1000	-
Annex A(Season cracking/corrosion test)	-	1000	-
12.4(Thermal tests)	-	500	-
9.1(Lampholder dimensions)	-	500	-
11.2(Terminals)	-	500	-
12.3(Provision for earthing)	-	700	-
13.1(Construction)	-	500	-
13.8(Construction)	-	500	-
14.4(Switched lampholders)	-	500	-
15.1(Moisture resistance, insulation resistance and electrical strength)	-	2000	-
16.7(Mechanical strength)	-	500	-
16.8(Mechanical strength)	-	200	-
21.2(Resistance to excessive residual stresses (season cracking) and to rusting)	-	300	-
4(General requirements)	-	200	-
6(Standard ratings)	-	200	-
7(Classification)	-	200	-
8(Marking)	-	500	-
9(Dimensions)	-	700	-
10(Protection against electric shock)	-	700	-
11(Terminals)	-	1000	-
12(Provision for earthing)	-	1000	-
13(Construction)	-	500	-
14(Switched lampholders)	-	500	-
15(Moisture resistance, insulation resistance and electrical strength)	-	2000	-
16(Mechanical strength)	-	500	-
17(Screws, current-carrying parts and connections)	-	500	-
18(Creepage distances and clearances)	-	500	-
19(General resistance to heat)	-	1000	-
20(Resistance to heat, fire and tracking)	-	1000	-
21(Resistance to excessive residual stresses (season cracking) and to rusting)	-	1000	-
Annex A(Season cracking/corrosion test)	-	1000	-
12.4(Thermal tests)	-	500	-
9.1(Lampholder dimensions)	-	500	-
11.2(Terminals)	-	500	-
12.3(Provision for earthing)	-	700	-
13.1(Construction)	-	500	-
13.8(Construction)	-	500	-
14.4(Switched lampholders)	-	500	-
15.1(Moisture resistance, insulation resistance and electrical strength)	-	2000	-
16.7(Mechanical strength)	-	500	-
16.8(Mechanical strength)	-	200	-
21.2(Resistance to excessive residual stresses (season cracking) and to rusting)	-	300	-

23 Jun, 2025

-
Included.w.e.f.15.01.2025

2126

BIS, Hyderabad Branch Laboratory (HYBL)

None

IS 16190 (2014)

Agro textiles - High density polyethylene (HDPE) laminated woven lay flat tube for irrigation purpose - Specification

- View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
6. Table 2 v) IS 14714 (Abrasion resistance : Loss in breaking strength shall not be more than 15 percent)	-
6. Table 2 ix) a) IS 7016(Part 8) (Oven method) (Accelerated ageing test for 72 h at 70 ± 1°C: Loss in breaking strength shall not be more than 15 percent Wrap)	-
6. Table 2 iii) IS 1969 (Part 1) ( Elongation at break)	-
6.5 ( Length : Unless specified otherwise, the standard length shall be 30 m. A tolerance of +5 percent shall be permitted on the length prescribed for the lay flat tube by the purchaser. No negative tolerance shall be permitted)	-
6. Table 2 vi) a) IS 14293 ( Trapezoid tear strength: Wrap)	-
6. Table 2 vi) b) IS 14293 ( Trapezoid tear strength : Weft)	-
6. Table 2 i) IS 1964 (Mass)	-
6. Table 2 vii) Annex C (Puncture strength)	-
6. Table 2 ii) b) IS 1969 (Part 1) ( Breaking strength before UV exposure : Weft)	-
6. Table 2 ii) a) IS 1969 (Part 1) ( Breaking strength before UV exposure : Wrap)	-
4,4.1 IS 6192 ( MATERIALS HDPE Tapes)	-
4.2 IS 6899 (MATERIALS HDPE Fabric)	-
5,5.1 (MANUFACTURE Lamination )	-
6.7 IS 1969 (Part 1) (Welded Seam Strength Before UV Exposure : When a sample of fabric with seam cut from the lay flat tube is tested for welded seam strength as per the method specified in IS 1969 (Part 1), welded seam strength before UV exposure shall be not less than the 80 percent of the original actual fabric strength)	-

-
Except Raw material test, Retention of breaking strength after UV exposure of 500 h, Cold cracking resistance test, Hydrostatic Burst Pressure Test, Proof Pressure Test, Kink Test and Welded Seam Strength After UV Exposure

2127

Renewable Energy Test Centre

9137734

IS 16543 (2024)

All-glass evacuated solar collector tubes - Specification (First revision)

6000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 7.11(Absorptivity and Emissivity Test of the Selective Coating)	-	1200	GST 18% extra as per Govt. rules
Cl 7.10(0 Resistance to Internal Pressure Test)	-	500	GST 18% extra as per Govt. rules
Cl 7.9(Resistance to Impact Test)	-	300	GST 18% extra as per Govt. rules
Cl 7.8(Resistance to Thermal Shock Test)	-	500	GST 18% extra as per Govt. rules
Cl 7.7(Vacuum Performance Test)	-	1000	GST 18% extra as per Govt. rules
Cl 7.6(Average Heat Loss Coefficient Test)	-	500	GST 18% extra as per Govt. rules
Cl 7.5(Stagnation Solar Irradiation Test)	-	500	GST 18% extra as per Govt. rules
Cl 7.4(Stagnation Performance Parameter Test)	-	500	GST 18% extra as per Govt. rules
Cl 7.2.2(Uniformity)	-	500	GST 18% extra as per Govt. rules
Cl 5.1.1(Transmittance ratio ( material))	-	500	GST 18% extra as per Govt. rules
Cl 4.1(Structure of All-Glass Evacuated Solar Collector Tube)	-	0	GST 18% extra as per Govt. rules
Cl 4.2 & table 1(Outer Diameter of Cover Glass Tube)	-	0	GST 18% extra as per Govt. rules
Cl 4.2 & table 1(Outer Diameter of Inner Glass Tube Including Coating)	-	0	GST 18% extra as per Govt. rules
Cl 4.2 & table 1(The Thickness of Cover and Inner Glass Tube)	-	0	GST 18% extra as per Govt. rules
Cl 4.2 & table 1(Tube Length)	-	0	GST 18% extra as per Govt. rules
Cl 4.2 & table 1(Sealed off Part Length)	-	0	GST 18% extra as per Govt. rules
Cl 4.3(Absorber Area for Different Tube Sizes)	-	0	GST 18% extra as per Govt. rules
Cl 4.4(Solar Selective Absorbing Coating)	-	0	GST 18% extra as per Govt. rules
Cl 4.5(Calculation for Number of Tubes for The Heating System)	-	0	GST 18% extra as per Govt. rules
Cl 5.1.2(Bubble & crack (material))	-	0	GST 18% extra as per Govt. rules
Cl 5.1.3(Knots (material))	-	0	GST 18% extra as per Govt. rules
Cl 5.1.4(Solar absorbing ratio (material))	-	0	GST 18% extra as per Govt. rules
Cl 5.2.1(Scratch length and visibility)	-	0	GST 18% extra as per Govt. rules
Cl 5.2.2(Appearance of selective coating)	-	0	GST 18% extra as per Govt. rules
Cl 5.2.3(Colour fading area)	-	0	GST 18% extra as per Govt. rules
Cl 5.2.4(Strut member)	-	0	GST 18% extra as per Govt. rules
Cl 5.2.5(The inner and cover tube at the open end)	-	0	GST 18% extra as per Govt. rules
Cl 5.2.6(Length of an all-glass evacuated solar collector tube)	-	0	GST 18% extra as per Govt. rules
Cl 5.2.7(Bending of the all-glass evacuated solar collector tube)	-	0	GST 18% extra as per Govt. rules
Cl 5.2.8(Cross-section of the open end)	-	0	GST 18% extra as per Govt. rules
Cl 5.2.9(Sealed end)	-	0	GST 18% extra as per Govt. rules
Cl 9(Marking)	-	0	GST 18% extra as per Govt. rules
Cl 7.11(Absorptivity and Emissivity Test of the Selective Coating)	-	-	-
Cl 7.10(0 Resistance to Internal Pressure Test)	-	-	-
Cl 7.9(Resistance to Impact Test)	-	-	-
Cl 7.8(Resistance to Thermal Shock Test)	-	-	-
Cl 7.7(Vacuum Performance Test)	-	-	-
Cl 7.6(Average Heat Loss Coefficient Test)	-	-	-
Cl 7.5(Stagnation Solar Irradiation Test)	-	-	-
Cl 7.4(Stagnation Performance Parameter Test)	-	-	-
Cl 7.2.2(Uniformity)	-	-	-
Cl 5.1.1(Transmittance ratio ( material))	-	-	-
Cl 4.1(Structure of All-Glass Evacuated Solar Collector Tube)	-	-	-
Cl 4.2 & table 1(Outer Diameter of Cover Glass Tube)	-	-	-
Cl 4.2 & table 1(Outer Diameter of Inner Glass Tube Including Coating)	-	-	-
Cl 4.2 & table 1(The Thickness of Cover and Inner Glass Tube)	-	-	-
Cl 4.2 & table 1(Tube Length)	-	-	-
Cl 4.2 & table 1(Sealed off Part Length)	-	-	-
Cl 4.3(Absorber Area for Different Tube Sizes)	-	-	-
Cl 4.4(Solar Selective Absorbing Coating)	-	-	-
Cl 4.5(Calculation for Number of Tubes for The Heating System)	-	-	-
Cl 5.1.2(Bubble & crack (material))	-	-	-
Cl 5.1.3(Knots (material))	-	-	-
Cl 5.1.4(Solar absorbing ratio (material))	-	-	-
Cl 5.2.1(Scratch length and visibility)	-	-	-
Cl 5.2.2(Appearance of selective coating)	-	-	-
Cl 5.2.3(Colour fading area)	-	-	-
Cl 5.2.4(Strut member)	-	-	-
Cl 5.2.5(The inner and cover tube at the open end)	-	-	-
Cl 5.2.6(Length of an all-glass evacuated solar collector tube)	-	-	-
Cl 5.2.7(Bending of the all-glass evacuated solar collector tube)	-	-	-
Cl 5.2.8(Cross-section of the open end)	-	-	-
Cl 5.2.9(Sealed end)	-	-	-
Cl 9(Marking)	-	-	-

31 Dec, 2026

-
Included w.e.f 10.02.2025

2128

BIS, Hyderabad Branch Laboratory (HYBL)

None

IS 16089 (2013)

Jute agro-textile – Sapling bags for growth of seedling/ sapling – Specification

- View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
Clause 4, Table 1, (i) (Mass, g/m², Min)	-
Clause 4, Table 1, (ii) (Thickness, mm)	-
Clause 4, Table 1, (iii) (Open area, percent)	-
Clause 4, Table 1, (iv) a (Threads/dm, Warp)	-
Clause 4, Table 1, (iv) b (Threads/dm, Weft)	-
Clause 4, Table 1, (v) (Width of Hessian fabric, cm)	-
Clause 4, Table 1, (vi) (Length and width of sapling bags, cm, Min)	-
Clause 4, Table 1, (vii) (Water holding capacity, percent)	-
Clause 4, Table 1, (viii) a (Tensile strength, kN/m, Warp)	-
Clause 4, Table 1, (viii) b (Tensile strength, kN/m, Weft)	-

-
complete test facility

2129

Hi Physix Laboratory India Private Limited

7126926

IS 11951 (2024)

PUMPSET FOR DIRECT EVAPORATIVE AIR COOLER â SPECIFICATION (Second Revision)

49500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.1.1(Non-Submersible Pumpset)	-	1000	-
5.1.2(Submersible Pumpset)	-	1000	-
6.1, 7.3, 9.1, 9.4.2, Table-1(Discharge Head, m)	-	2500	-
6.1, 7.3, 9.1, 9.4.2,Table-1(Minimum Discharge, l/min)	-	2500	-
6.1, 7.3, 9.1, 9.4.2, Table-1(Type 1 Motor Wattage)	-	1000	-
6.1, 7.3, 9.1, 9.4.2, Table-1(Type 2 Motor Wattage)	-	1000	-
6.1, 7.3, 9.1, 9.4.2, Table-2(Motor Wattage)	-	1000	-
6.1, 7.3, 9.1,9.4.2, Table-2(Minimum Discharge Head, Hd)	-	2500	-
6.1, 7.3, 9.1, 9.4.2,Table-2(Discharge Measurement Height, h)	-	2500	-
6.1, 7.3, 9.1, 9.4.2, Table-2(Minimum, Discharge*)	-	2500	-
Cl-8(GENERAL REQUIREMENTS)	-	6000	-
9.2(Tests on motor)	-	5000	-
9.3(Water Requirement)	-	1000	-
9.4.1(Reliability Tests)	-	12000	-
9.4.3(Ingress protection test)	-	5000	-
9.4.6(Dry Run Test)	-	2000	-
9.5(Routine Test)	-	5000	-
9.6(Type Test)	-	49500	-
9.7(Leakage current and electric strength at operating temperature)	-	2000	-
9.7(Moisture resistance)	-	4000	Additional 2000/- charges will be applicable for the test Cl.31 of IS 302-1.
9.7(Leakage current and electric strength)	-	2000	-

20 Jun, 2028

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2130

DELHI TEST HOUSE, Azadhpur

8131406

IS 18755 (2024)

Tri-ply SS-AL-SS material used for manufacture of utensils and kitchen appliances Specification

ALL

8000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl-7.1.1(Tensile properties)	-	1500	NA
Cl-7.1.1(Apparent Yield Strength)	-	1500	NA
Cl-7.1.1(Tensile Strength Mpa,)	-	1500	NA
Cl-7.2.1(Bond strength of Tri-Ply)	-	1500	NA
Cl-8.3, table-3(T-Peel Strength, N/mm, Min SS304 and Al 19500 interface)	-	1500	NA
Cl-8.3, table-3(T-Peel Strength, N/mm, Min SS430 and Al 19500 interface)	-	1500	NA
Cl-9.1(Thickness)	-	500	NA
Cl-8.2(specimen for peel strength)	-	1500	NANA
Cl-9.2(Diameter)	-	500	NA
Cl-9.3(Flatness)	-	500	NA
Cl-10(surface finish)	-	500	NA
Cl-11(Workmanship, finish and appearance)	-	500	NA
Cl-14(Marking)	-	250	NA

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Included.w.e.f.14.01.2025

Bureau of Indian Standards

The National Standards Body of India

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