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15462 Results

S.No.

Lab Name

Osl Code

Indian Standard No.

Product

Grade / Type / Size / Designation etc.

Testing Charges (Excl. Of Taxes)

Validity Date

Remark

5881

Kailtech Test and Research Centre Pvt. Ltd., Indore

8125636

IS 277 (2018)

Galvanized steel strips and sheets (Plain And Corrugated) - Specification (Seventh Revision)

All

5000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 8.1(UTM)	-	2000	Tensile Test
Cl 8.2(Press)	-	1000	Bend Test
Cl 12(Workmanship)	-	500	Freedom from Defects (Workmanship)
Cl 13(Weight)	-	500	Weight
Cl 14(Length, Width & Thickness)	-	500	Dimensions
Cl 10(Galvanising Test)	-	1000	mass of Zinc Coating
Cl. 8.1 (Cl. 8.1 (Tensile Strength))	-	2000	Tensile Strength
Cl.12(Freedom from defects)	-	500	Freedom from Defects
Cl. 14 (Cl. 14 & Cl 15 (Length))	-	500	Dimensions
Cl. 8.1 (Cl. 8.1 (Yield Stress))	-	2000	Yield Stress
Cl. 8.1 (Cl. 8.1 (Percentage Elongation ))	-	2000	Elongation
Cl. 14 (Cl. 14 & Cl 15 (Width))	-	500	Dimensions
Cl. 14 & Cl. 15 (Cl. 14 & Cl. 15 (Thickness))	-	500	Dimensions
Cl. 14 & Cl. 15 (Cl. 14 & Cl 15 (Difference between Diagonal))	-	500	Dimensions
Cl. 14 & Cl. 15(Pitch of corrugation (average of 4))	-	500	Dimensions
Cl. 14 & Cl. 15(Depth of corrugation (average of 4))	-	500	Dimensions
Cl. 14 & Cl. 15 (Cl. 14 & Cl 15 (Number of Corrugation))	-	500	Dimensions
Cl.15.1.3.1(Overall width after corrugation)	-	500	Dimensions
Cl.15.1.3.1(Overall width before corrugation)	-	500	Dimensions
Cl. 9(Surface roughness)	-	1500	Surface Roughness

18 Dec, 2027

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5882

Kailtech Test and Research Centre Pvt. Ltd., Indore

8125636

IS 16046 : Part 1 (2018)

Secondary Cells and Batteries Containing Alkaline or Other Non-Acid Electrolytes ” Safety Requirements for Portable Sealed Secondary Cells and for Batteries Made from Them for Use in Portable Applications Part 1 Nickel Systems ( Second Revision )

All

50000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5(General Safety Considerations)	-	1000	-
4(Parameter Measurement Tolerances)	-	1000	-
5.1(General)	-	1000	-
5.2(Insulation and Wiring)	-	5000	-
5.3(Venting)	-	1000	-
5.4(Temperature, Voltage and Current Management)	-	1000	-
5.5(Terminal Contacts)	-	1000	-
5.6(Assembly of Cells into batteries)	-	1000	-
5.7(Quality Plan)	-	1000	-
6(Tyoe Test amd Sample Size)	-	1000	-
7(Specific requirements and tests)	-	5000	-
7.1(Charging procedure for test purposes)	-	5000	-
7.2(Intended Use)	-	25000	-
7.3(Reasonably foreseeable misuse)	-	25000	-
8.1(General)	-	1000	-
8.2(Small Cell and battery safety information)	-	2000	-
9(Marking)	-	1000	-
9.1(Cell Marking)	-	1000	-
9.2(Battery Marking)	-	1000	-
9.3(Caution for ingestion of small cells and batteries)	-	2000	-
9.4(Other information)	-	1000	-
10(Packaging)	-	1000	-

18 Dec, 2027

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5883

Kailtech Test and Research Centre Pvt. Ltd., Indore

8125636

IS 16046 : Part 2 (2018)

50000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4(Parameter Measurement Tolerances)	-	1000	-
5(General Safety Considerations)	-	1000	-
5.1(General)	-	1000	-
5.2(Insulation and Wiring)	-	5000	-
5.3(Venting)	-	2000	-
5.4(Temperature, Voltage and Current Management)	-	2000	-
5.5(Terminal Contacts)	-	3000	-
5.6(Assembly of Cells into batteries)	-	2000	-
5.7(Quality Plan)	-	1000	-
6(Type Test and Sample Size)	-	5000	-
7(Specific requirements and tests)	-	5000	-
7.1(Charging procedure for test purposes)	-	5000	-
7.2(Intended Use)	-	25000	-
7.3(Reasonably foreseeable misuse)	-	25000	-
8(Information for safety)	-	2000	-
8.1(General)	-	1000	-
8.2(Small Cell and battery safety information)	-	3000	-
9.1(Cell Marking)	-	1000	-
9.2(Battery Marking)	-	1000	-
9.3(Caution for ingestion of small cells and batteries)	-	1000	-
9.4(Other information)	-	1000	-
10(Packaging)	-	2000	-

18 Dec, 2027

-
Exclusion : Clause 7.3.1 of IS 16047: Part 3

5884

Kailtech Test and Research Centre Pvt. Ltd., Indore

8125636

IS 1835 (1976)

Specification for round steel wire for ropes (Third Revision)

All

15000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 7(Workmanship)	-	500	Freedom from Defects
Cl 8(Manufacturing )	-	2000	Tensile Test
Cl 10(Diameter)	-	500	Dimension
Cl 11.2(Workmanship)	-	1000	Uniformity of ZInc Coating
Cl 11.3(Coating Test)	-	1000	Mass of Zinc Coating
Cl 12.2(UTM)	-	2000	Tensile Test
Cl 12.3(Torsion)	-	2000	Torsion Test
Cl 12.4(Reverse Bend)	-	2000	Reverse Bend Test
Cl 12.5(Wrap)	-	2000	Wrapping Test
Cl 12.6(Adhesion )	-	2000	Adhesion Test

18 Dec, 2027

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5885

Kailtech Test and Research Centre Pvt. Ltd., Indore

8125636

IS 432 : Part 1 (1982)

Mild Steel and Medium Tensile Steel Bars and Hard-Drawn Steel Wire for Concrete Reinforcement: Part 1 Mild Steel and Medium Tensile Steel Bars

All

3150 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 5.1(Workmanship)	-	300	NA
Cl 6.2(Diameter & Ovality)	-	300	Diemsions
Cl 6.2(Weight)	-	300	Dimensions
Cl 8.2(Bend test)	-	1500	(Yield Stress)
Cl 9.3(Press)	-	750	Bend
Cl 8(Physical Requirements)	-	1500	Tensile Strength
Cl 8.1(ultimate tensile stress, yield stress and percentage elongation)	-	1500	Elongation
Clause -4, 4.3(TITANIUM)	-	1500	Titanium
Clause -4, 4.2(VANADIUM)	-	1500	Vanadium
Clause -4, 4.1(NIOBIUM)	-	1500	Niobium
Clause -4, 4.1(Molybdenum)	-	750	Molybdenum
Clause -4, 4.1(Chromium)	-	750	Chromium
Clause -4, 4.1(Nickel)	-	1500	Nickle
Clause -4, 4.1( ALUMINIUM)	-	750	Aluminium
Clause -4, 4.1(SILICON)	-	500	Silicon
Clause -4, 4.1(NITROGEN)	-	1500	NItrogen
Clause -4, 4.1(MANGANESE)	-	500	Manganese
Clause -4, 4.1(PHOSPHURS)	-	500	Phosphorous
Clause -4, 4.1(SULPHUR)	-	500	Sulphur
Clause -4, 4.1( CARBON)	-	500	Carbon
Cl 6.1(Diameter)	-	300	Dimension
Clause 8.1(Yield Stress)	-	1500	Yield Stress
Clause 8.1(Elongation)	-	1500	Elongation

18 Dec, 2027

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5886

Kailtech Test and Research Centre Pvt. Ltd., Indore

8125636

IS 432 : Part 2 (1982)

Mild Steel and Medium Tensile Steel Bars and Hard-Drawn Steel Wire for Concrete Reinforcement: Part 2 Hard-Drawn Steel Wire

All

5850 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 4.1(Workmanship)	-	500	NA
Cl 5 & 6(Diameter)	-	500	DIMENSIONS
Cl 7(UTM)	-	2000	Tensile
Cl 8.3(Bending To Both Side At 90°, Then Straight)	-	1500	Reverse Bend
Clause 3.1.1(Sulphur)	-	500	Sulphur
Clause 3.1.1(Phosphorus)	-	500	Phosphorous
Clause 7.1(Ultimate Tensile Stress)	-	2000	Tensile Strength
Cl. 7.1(Proof Stress 0.2 %)	-	2000	Proof Stress 0.2 %
Cl. 7.1(Elongation)	-	2000	Elongation
Cl. 6.2(Length)	-	500	Dimensions

18 Dec, 2027

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-

5887

Kailtech Test and Research Centre Pvt. Ltd., Indore

8125636

IS 1785 : Part 2 (1983)

Specification for plain hard drawn steel wire for prestressed concrete: Part 2 as - Drawn wire (First Revision)

All

6000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 5.1(Diameter)	-	500	Dimensions
Cl 5.1.2(Weight)	-	500	Dimension
Cl 6.1(Tensile Test On UTM)	-	3000	Tensile Test
Cl 6.2(Tensile Test On UTM)	-	3000	Tensile Test
Cl 6.3(Tensile Test On UTM)	-	1500	Reverse Bend
Cl. 7.4(0.2 % Proof Stress )	-	300	0.2 % Proof Stress
Cl. 7.5(Ductility/ Reverse Bend Test)	-	1500	Reverse Bend
Clause 3.3(Workmanship )	-	500	Workmanship (General)
Clause 3.4(Surface Finish)	-	500	Surface Finish (Freedom from Defects)

18 Dec, 2027

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5888

Kailtech Test and Research Centre Pvt. Ltd., Indore

8125636

IS 2185 : Part 2 (1983)

Specification for concrete masonry units: Part 2 hollow and solid lightweight concrete blocks (First Revision)

All

20000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
8.7(Moisture Movement)	-	3000	-
8.6(Drying shrinkage)	-	7500	-
8.5, Table 1(Water Absorption)	-	3000	-
8.4, Table 1(Compressive strength)	-	5000	-
8.3(Block Density)	-	1000	-
3.2.5(Thickness of Web)	-	1000	All Dimension
3.2.5(Face Shell Thickness)	-	1000	All Dimension
3.2(Width)	-	1000	All Dimension
3.2(Height)	-	1000	All Dimension
3.2(Length)	-	1000	All Dimension

18 Dec, 2027

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-

5889

Kailtech Test and Research Centre Pvt. Ltd., Indore

8125636

IS 712 (1984)

Specification for building limes (Third Revision)

All

12000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl. 4.1 - Table 1 - i(Calcium and Magnesium Oxides, on ignited basis - IS 6932 (part 1) : 1973)	-	4000	Calcium and Magnesium Oxides, on ignited basis
Cl. 4.1 - Table 1 - ii(Magnesium Oxides, on ignited basis - IS 6932 (part 1) : 1973)	-	2000	Magnesium Oxides, on ignited basis
Cl. 4.1 - Table 1 - iii(Silica, Alumina and Ferric oxide, on ignited basis - IS 6932 (part 1) : 1973)	-	3000	Silica, Alumina and Ferric oxide, on ignited basis
Cl. 4.1 - Table 1 - iv(Unhydrated Magnesium oxide, on ignited basis - IS 6932 (part 5) : 1973)	-	1000	Unhydrated Magnesium oxide, on ignited basis
Cl. 4.1 - Table 1 - v(Insoluble Residue in dilute acid and alkali, on ignited basis - IS 6932 (part 1) : 1973)	-	1500	Insoluble Residue in dilute acid and alkali, on ignited basis
Cl. 4.1 - Table 1 - vi(Carbondioxide on oven dried basis - IS 6932 (part 2) : 1973)	-	2000	Carbondioxide on oven dried basis
Cl. 4.1 - Table 1 - vii(Free moisture content - IS 1514 : 1959)	-	2000	Free moisture content
Cl. 4.1 - Table 1 - viii(Available lime as CaO (dry basis) - IS 1514 : 1959)	-	3000	Available lime as CaO (dry basis)
cl 4, Table 2(Physical reqd)	-	12000	Complete Charges (Physical & Chemical)
Clauses 5.1 Table No. 2, SI No. (i) a) (Fineness- (Residue on 2.36 mm IS Sieve))	-	3000	Fineness, Residue on 2.36mm ,300 micron and 212 micron IS sieve
Clauses 5.1 Table No. 2, SI No. (i) b) (Fineness- (Residue on 300 micron IS Sieve))	-	3000	Fineness, Residue on 2.36mm ,300 micron and 212 micron IS sieve
Clauses 5.1 Table No. 2, SI No. (i) c) (Fineness- (Residue on 212 micron IS Sieve))	-	3000	Fineness, Residue on 2.36mm ,300 micron and 212 micron IS sieve
Clauses 5.1 Table No. 2, SI No. (ii) a) (Residue on slaking (Residue on 850 micron IS sieve))	-	5000	Residue on slaking, Residue on 850micron and 300 micron IS sieve
Clauses 5.1 Table No. 2, SI No. (ii) b) (Residue on slaking (Residue on 300 micron IS sieve))	-	5000	Residue on slaking, Residue on 850micron and 300 micron IS sieve
Clauses 5.1 Table No. 2, SI No. (iii) a) (Initial Setting time)	-	12000	Complete Charges (Physical & Chemical)
Clauses 5.1 Table No. 2, SI No. (iii) b) (Final Setting time)	-	12000	Complete Charges (Physical & Chemical)
Clauses 5.1 Table No. 2, SI No. (iv) a) (Compressive strength at 14 days)	-	12000	Complete Charges (Physical & Chemical)
Clauses 5.1 Table No. 2, SI No. (iv) b) (Compressive strength at 28 days)	-	12000	Complete Charges (Physical & Chemical)
Clauses 5.1 Table No. 2, SI No. (v) (Transverse strength at 28 days)	-	12000	Complete Charges (Physical & Chemical)
Clauses 5.1 Table No. 2, SI No. (vi) (Workability Bumps)	-	12000	Complete Charges (Physical & Chemical)
Clauses 5.1 Table No. 2, SI No. (vii) (Volume yield)	-	12000	Complete Charges (Physical & Chemical)
Clauses 5.1 Table No. 2, SI No. (viii) (Soundness- Le chatelier Expansion)	-	12000	Complete Charges (Physical & Chemical)
Clauses 5.1 Table No. 2, SI No. (ix) (Popping Pitting)	-	12000	Complete Charges (Physical & Chemical)

18 Dec, 2027

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-

5890

Kailtech Test and Research Centre Pvt. Ltd., Indore

8125636

IS 2185 : Part 3 (1984)

Concrete Masonry Units Part 3 Autoclaved Cellular Aerated Concrete Blocks

30000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
8.2(Physical requirments-Dimensions-Length)	-	2000	Testing of all Dimensions (Length, Width & Height)
8.2(Physical requirments-Dimensions-Height)	-	2000	Testing of all Dimensions (Length, Width & Height)
8.2(Physical requirments-Dimensions-Width)	-	2000	Testing of all Dimensions (Length, Width & Height)
8.3(Physical requirments- Block density)	-	5000	Block Density
8.4(Physical requirments- Compressive strength)	-	5000	Compressive Strength
8.5(Thermal Conductivity)	-	15000	Thermal Conductivity
8.6( Drying Shrinkage )	-	7500	Drying Shrinkage
8.1.1(General (Exposed wall construction))	-	2000	Dimensions and Visual
3.1(Shape)	-	2000	Dimensions and Visual
3.3(Faces & Arises)	-	2000	Dimensions and Visual
3.4(Special Faces)	-	2000	Dimensions and Visual
8.6, 9.4 & 11.5(Grade)	-	2000	Dimensions and Visual
3.2 & 8.2(Indivisual Length)	-	2000	Dimensions and Visual
3.2 & 8.2(Indivisual Width)	-	2000	Dimensions and Visual
3.2 & 8.2(Indivisual Height)	-	2000	Dimensions and Visual
8.3 & 9.1 Table 1(Indivisual Block Density)	-	5000	-
8.4, 9.2 & 11.3(Indivisual Moisture Content)	-	5000	-
8.4, 9.2 & 11.3 & Table 1(Indivisual Compressive strength)	-	5000	-
8.4, 9.2 & 11.3(Indivisual Bulk density)	-	5000	-

18 Dec, 2027

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-

5891

Kailtech Test and Research Centre Pvt. Ltd., Indore

8125636

IS 11587 (1986)

Specification for structural weather resistant steels

All

15000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 8(Tensile Test)	-	10000	NA
Cl 9(Bend Test)	-	2000	Bend
Cl 11(Flattening Test)	-	3000	Flattening
Cl 10(Impact Test)	-	5000	Impact
Cl 12(Freedom from Defects)	-	500	Freedom from Defects
Cl 13(Dimensions)	-	1000	Dimensions
Cl 16(Mass)	-	500	Mass
Clause 5.1, Table -1(WR-Fe 480 A, C )	-	500	Carbon
Clause 5.1, Table -1(WR-Fe 480 B, C )	-	500	Carbon
Clause 5.1, Table -1(WR-Fe 500, C)	-	500	Carbon
Clause 5.1, Table -1(WR-Fe 480 A, Si)	-	500	Silicon
Clause 5.1, Table -1(WR-Fe 500, Si)	-	500	Silicon
Clause 5.1, Table -1(WR-Fe 480 B, Si)	-	500	Silicon
Clause 5.1, Table -1(WR-Fe 480 A, Mn)	-	500	Manganese
Clause 5.1, Table -1(WR-Fe 480 B, Mn)	-	500	Manganese
Clause 5.1, Table -1(WR-Fe 500, Mn)	-	500	Manganese
Clause 5.1, Table -1(WR-Fe 480 A, P )	-	500	Phosphorous
Clause 5.1, Table -1(WR-Fe 480 B, P )	-	500	Phosphorous
Clause 5.1, Table -1(WR-Fe 500, P)	-	500	Phosphorous
Clause 5.1, Table -1(WR-Fe 480 A, S )	-	500	Sulphur
Clause 5.1, Table -1(WR-Fe 480 B, S )	-	500	Sulphur
Clause 5.1, Table -1(WR-Fe 500, S)	-	500	Sulphur
Clause 5.1, Table -1(WR-Fe 480 A, Cr )	-	100	Chromium
Clause 5.1, Table -1(WR-Fe 480 A, Ni)	-	100	Nickle
Clause 5.1, Table -1(WR-Fe 480 A, Cu)	-	100	Copper
Clause 5.1, Table -1(WR-Fe 480 B, Cr )	-	100	Chromium
Clause 5.1, Table -1(WR-Fe 480 B, Cu)	-	100	Copper
Clause 5.1, Table -1(WR-Fe 480 B, V)	-	100	Vanadium
Clause 5.1, Table -1(WR-Fe 500, Cr)	-	100	Chromium
Clause 5.1, Table -1(WR-Fe 500, V)	-	100	Vanadium

18 Dec, 2027

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-

5892

Kailtech Test and Research Centre Pvt. Ltd., Indore

8125636

IS 7834 : Part 1 (1987)

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

8051.16 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl.4(Minimum Thickness)	-	1000	ok
Cl. 5.1.1, 5.1.2, Table 1, Fig 1(Minimum Socket Length)	-	1000	ok
Cl. 5.1.1, 5.1.2, Table 1, Fig 1(Mean Socket Internal Diameter at Mid-Point of Socket Length)	-	1000	ok
Cl. 5.1.1, 5.1.2, Table 1, Fig 1(Out-of-roundness tolerances of socket inside diameter)	-	1000	ok
Cl. 6.1(Stress Relief Test- Appendix A)	-	5000	ok
Cl. 6.2(Opacity- Appendix B)	-	1000	ok
Cl. 6.3(Effect on Water[(Lead ( first extraction )]- Appendix C)	-	1500	ok
Cl. 6.3(Effect on Water[(Lead ( third extraction )]- Appendix C)	-	1500	ok
Cl. 6.3(Effect on Water [Dialkyl tin C4, and higher homologues, measured as tin ( third extraction )]- Appendix C)	-	1500	ok
Cl. 6.3(Effect on Water [Other toxic substances ( third extraction )]- Appendix C)	-	1500	ok
Cl. 6.4(Short-Term Hydraulic Test- Appendix D)	-	5000	ok
6.1.1(VCM Content Test)	-	10000	OK

18 Dec, 2027

-
-

5893

Kailtech Test and Research Centre Pvt. Ltd., Indore

8125636

IS 7834 : Part 2 (1987)

injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 2 Specific requirements for 45 degrees elbows

9253.50 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
2.2.2, Table 1(45 ̊ Elbow Laying Length)	-	1000		ok
6.1.1(VCM Content Test)	-	10000		ok

18 Dec, 2027

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-

5894

Kailtech Test and Research Centre Pvt. Ltd., Indore

8125636

IS 7834 : Part 3 (1987)

injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 3 Specific requirements for 90 degree elbows

8008.31 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
cl 2.2.2(Dimensions)	-	1000		ok
6.1.1(VCM Content Test)	-	10000		ok

18 Dec, 2027

-
-

5895

Kailtech Test and Research Centre Pvt. Ltd., Indore

8125636

IS 7834 : Part 4 (1987)

injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 4 Specific requirements for 90 degree tees

9132.35 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
2.2.2, Table 1(90 ̊ Elbow Laying Length)	-	1000		ok
6.1.1(VCM Content Test)	-	10000		OK

18 Dec, 2027

-
-

5896

Kailtech Test and Research Centre Pvt. Ltd., Indore

8125636

IS 7834 : Part 5 (1987)

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

9316.27 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
2.2.2, Table 1(45 ̊ Tees Laying Length, Z)	-	1000		ok
6.1.1(VCM Content Test)	-	10000		OK

18 Dec, 2027

-
-

5897

Kailtech Test and Research Centre Pvt. Ltd., Indore

8125636

IS 7834 : Part 6 (1987)

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

8922.30 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
2.2.2, Table 1(Socket Laying Length)	-	1000		ok
6.1.1(VCM Content Test)	-	10000		OK

18 Dec, 2027

-
-

5898

Kailtech Test and Research Centre Pvt. Ltd., Indore

8125636

IS 7834 : Part 7 (1987)

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

9132.35 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
2.2.2, Table 1(Union Laying Length)	-	1000		ok
6.1.1(VCM Content Test)	-	10000		OK

18 Dec, 2027

-
-

5899

Kailtech Test and Research Centre Pvt. Ltd., Indore

8125636

IS 7834 : Part 8 (1987)

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

8051.16 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
2.2.2(diameter of the socket of cap)	-	0		No Test required
6.1.1(VCM Content Test)	-	10000		OK

18 Dec, 2027

-
-

5900

Kailtech Test and Research Centre Pvt. Ltd., Indore

8125636

IS 8041 (1990)

Rapid hardening portland cement - Specific4tion (Second Revision)

All

10000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.1 - Table - 1 i(Ratio of percentage of lime to percentages of silica, alumina and iron oxide - Cl 4 of IS 4032:1985)	-	3000	atio of percentage of lime to percentages of silica, alumina and iron oxide
5.1 - Table - 1 ii(Ratio of percentage of alumina to that of iron oxide - Cl 4 of IS 4032:1985)	-	2000	Ratio of percentage of alumina to that of iron oxide
5.1 - Table - 1 iii(Insoluble residue - Cl 4.10 of IS 4032:1985)	-	1500	Insoluble residue
5.1 - Table - 1 iv(Magnesia - Cl 4.8 of IS 4032:1985)	-	1000	Magnesia
5.1 - Table - 1 v(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 4.9 of IS 4032:1985)	-	1000	Total Sulphur Content calculated as Sulphuric Anhydride (SO3)
5.1 - Table - 1 vi(Total loss on ignition - Cl 4.2 of IS 4032:1985)	-	1000	Total loss on ignition
6.1(Fineness 4031 Part 2)	-	1000	Fineness
6.2.1(Expansion by Le Chatelier- 4031 Part 3)	-	1000	Expansion by Le Chatelier
6.2.1(Expansion by Autoclave- 4031 Part 3)	-	3000	Expansion by Autoclave
6.3 a)(Setting Time Initial- 4031 Part 5)	-	2000	Setting Time Initial & Final
6.3 b)(Setting Time Final- 4031 Part 5)	-	2000	Setting Time Initial & Final
6.4 a)(Compressive Strength At 24 hrs ± 30 minutes - IS 4031 Part 6)	-	5000	Compressive Strength (All Ages)
6.4 b)(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	5000	Compressive Strength (All Ages)
6.5(Transverse Strength - IS 4031 Part 8 (Optional))	-	5000	Compressive Strength (All Ages)

18 Dec, 2027

-
-

5901

Kailtech Test and Research Centre Pvt. Ltd., Indore

8125636

IS 7887 (1992)

Mild steel wire rod for general engineering purposes - Specification (First Revision)

All

7320 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 8(Workmanship)	-	1000	NA
Cl 9(Nominal Diameter & Out Of Shape)	-	1000	Dimensions
6.1(Carbon %)	-	500	Carbon
6.1(Manganese %)	-	500	Manganese
6.1(Phosphorus %)	-	500	Phosphorous
6.1(Sulphur %)	-	500	Sulphur
6.1(Silicon %)	-	500	Silicon
6.1( Aluminium %)	-	500	Aluminium
Cl. 9(Out of Shape)	-	1000	Dimension

18 Dec, 2027

-
-

5902

Kailtech Test and Research Centre Pvt. Ltd., Indore

8125636

IS 13487 (1992)

Irrigation equipment - Emitters - Specification

5000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7.2(Flow path in emitters)	-	2000	OK
7.3.1(Resistance to Hydrostatic pressure)	-	3000	OK
7.3.2(Resistance to Hydrostatic pressure)	-	3000	OK
7.3.3(Resistance to Hydrostatic pressure)	-	3000	OK
7.4.1(Emitter Pull Out In-line emitters)	-	2000	OK
8.1.2(Uniformity of Emission Rate Unregulated emitters)	-	2000	OK
8.1.2(Uniformity of Emission Rate Unregulated emitters)	-	2000	OK
8.1.3(Uniformity of Emission Rate Regulated emitters)	-	2000	OK
8.2.2(Emission rate as a function of inlet pressure Unregulated emitters)	-	2000	OK
8.2.3(Emission rate as a function of inlet pressure Regulated emitters)	-	2000	OK
8.3(Determination of Emitter Exponent)	-	5000	OK

18 Dec, 2027

-
-

5903

Kailtech Test and Research Centre Pvt. Ltd., Indore

8125636

IS 13757 (1993)

Burnt Clay Fly Ash Building Bricks-specification

All

10000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.0(GENERAL QUALITY)	-	1000	General Requirement
6.1(Dimensions)	-	2000	All Dimensions and Tolerance
6.2(Tolerances)	-	2000	All Dimensions and Tolerance
7.1(Compressive Strength)	-	4000	Compressive Strength
7.3(Efforescence)	-	1500	Efflorescence

18 Dec, 2027

-
-

5904

Kailtech Test and Research Centre Pvt. Ltd., Indore

8125636

IS 6527 (1995)

Stainless steel wire rods - Specification (First Revision)

All

20000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 9(Tensile & Hardness)	-	8500	Tensile and Hardness
Cl 10(Diameter & Out Of Round)	-	500	Dimension
Cl. 10.1(Out of Round)	-	500	Dimension
Cl. 6(Freedom from defects)	-	500	Freedom from Defects
Cl. 9 .1 Table 3(0.2 % Proof Stress )	-	7500	0.2 % Proof Stress
Cl. 9 .1 Table 3(Elongation)	-	7500	Elongation
Cl. 9.2 Table 4(Hardness)	-	1000	Hardness

18 Dec, 2027

-
-

5905

Kailtech Test and Research Centre Pvt. Ltd., Indore

8125636

IS 6528 (1995)

Stainless steel wire - Specification (First Revision)

All

20000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Table 7(Workmanship)	-	14250	Chemical Composition
Cl 6(Workmanship)	-	1000	Freedom from Defects
Cl 9.1 & Table 3(Diameter & Out Of Round)	-	1000	Dimensions
Cl 10(UTM)	-	7500	Tensile Test

18 Dec, 2027

-
-

5906

Kailtech Test and Research Centre Pvt. Ltd., Indore

8125636

IS 3975 (1999)

Low carbon galvanized steel wires, formed wires and tapes for armouring of cables - Specification (Third Revision)

All

4050 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7(Dimensions)	-	1000	NA
11(Freedom from defects)	-	1000	Freedom from Defects
9.1(Galvanizing Requirements )	-	1000	Mass of Coating
9.2(Galvanizing Requirements )	-	1000	Uniformity of Coating
9.3(Galvanizing Requirements )	-	2000	Adhesion Test
8.1(Mechanical Properties (as per table 5 of IS 1608))	-	3000	Tensile
8.2(Mechanical Properties (as per IS 1717))	-	2000	Torsion
8.3(Mechanical Properties (as per IS 1755))	-	2000	Wrapping
8.4(Mechanical Properties (as per IS 10810(Part- 42)))	-	2000	Resistance Test
7(Dimensions)	-	1000	Dimension
8.1(Mechanical Properties (as per table 5 of IS 1608))	-	3000	Elongation

18 Dec, 2027

-
-

5907

Kailtech Test and Research Centre Pvt. Ltd., Indore

8125636

IS 9103 (1999)

Specification for Concrete Admixtures -

All

35000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 4, Table 1A(Slump)	-	3000	Slump
Cl 4, Table 1 B(Flow)	-	5000	Flow
Cl 4, Table 1 B(Loss of workability on standing)	-	5000	Loss of Workability on Standing
Cl 4, Table 1 B(Minimum compressive strength ( 7 Days,28 Days, 6 Month and 1 Year))	-	5000	Time of setting, allowable deviation from control sample hours
Cl 4, Table 1A(Water Content, percent of control sample, Max)	-	5000	Time of setting, allowable deviation from control sample hours
Cl 4, Table 1A(Time of setting, allowable deviation from control sample hours)	-	5000	Time of setting, allowable deviation from control sample hours
Cl 4, Table 1A(Compressive strength, percent of control sample, Min)	-	5000	Compressive strength, percent of control sample
Cl 4, Table 1A(Flexural strength, percent of control sample, Min)	-	5000	Flexural strength, percent of control sample
Cl 4, Table 1A(Length change, percent increase over control sample, Max)	-	5000	Length change, percent increase over control sample
Cl 4, Table 1A(Bleeding, percent increase over control sample, Max)	-	5000	Bleeding, percent increase over control sample
Cl 4, Table 1A(Air content (%), Max, over control)	-	5000	Air content (%), Max, over control
Clause 9, Table- 2( pH)	-	750	pH
Clause 9, Table- 2(Dry material content )	-	1000	Dry Material Content
Clause 9, Table- 2(Ash content)	-	750	Ash Content
Clause 9, Table- 2(Relative density)	-	750	Relative Density
Clause 9, Table- 2(Chloride ion content)	-	1500	Chloride Content
4, Table 1B( minimum Compressive strength percent of control mix concrete 7 days)	-	-	-
Clause 4, Table 1A, SI no. (iii) (Initial time of setting allowable deviation from control sample)	-	-	-
4, Table 1A(Compressive strength percent of control Sample 1 Day )	-	-	-
4, Table 1A(Flexural strength percent of control Sample 3 Day)	-	-	-
4, Table 1A(Length Change percent Increase over control Sample 28 Day)	-	-	-
4, Table 1B( minimum Compressive strength percent of control mix concrete 28 days)	-	-	-
4, Table 1B( minimum Compressive strength percent of control mix concrete 6 Months days)	-	-	-
4, Table 1B( minimum Compressive strength percent of control mix concrete 1 Year )	-	-	-
Clause 4, Table 1A, SI no. (iii) (Final time of setting allowable deviation from control sample)	-	-	-
4, Table 1A(Compressive strength percent of control Sample 3 Days)	-	-	-
4, Table 1A(Compressive strength percent of control Sample 7 Days)	-	-	-
4, Table 1A(Compressive strength percent of control Sample 28 Days )	-	-	-
4, Table 1A(Compressive strength percent of control Sample 6 Months )	-	-	-
4, Table 1A(Compressive strength percent of control Sample 1 year )	-	-	-
4, Table 1A(Flexural strength percent of control Sample 7 Day)	-	-	-
4, Table 1A(Flexural strength percent of control Sample 28 Day)	-	-	-
4, Table 1A(Length Change percent Increase over control Sample 6 Month)	-	-	-
4, Table 1A(Length Change percent Increase over control Sample 1 year)	-	-	-

18 Dec, 2027

-
-

5908

Kailtech Test and Research Centre Pvt. Ltd., Indore

8125636

IS 1786 (2008)

High strength deformed steel bars and wires for concretere inforcement - Specification (Fourth Revision)

All

21000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 9.4(Load In Other Direction From Bend)	-	2000	None
Cl 9.3(Load In One Direction)	-	1000	None
Cl 8.1(UTM)	-	3000	None
Cl 7.2(Weight)	-	750	None
Cl 6.1(Length, Width & Thickness)	-	750	None
Cl 5(Deformations and Surface Characteristics)	-	10000	Deformations and Surface Characteristics (Pull Out Test)
4.1(Carbon %)	-	500	Carbon
4.1(Manganese %)	-	500	Manganese
4.1(Sulphur %)	-	500	Sulphur
4.1(Phosphorus %)	-	500	Phosphorous
4.1( Nitrogen%)	-	1500	Nitrogen
4.1(Silicon %)	-	500	Silicon
4.1(Ni)	-	1500	Nickle
4.1(Cr)	-	750	Chromium
4.1(Mo)	-	750	Molybdenum
4.1( Copper %)	-	750	Copper
4.1(V)	-	1500	Vanadium
4.1( Ti)	-	1500	Titanium
4.1( Nb)	-	1500	Niobium
4.1( Aluminium %)	-	500	Aluminium
4.1(Sulphur and phosphorous)	-	500	Sulphur and Phosphorous
4.1(CE)	-	500	Carbon Equivalent
Cl.9.4 & Cl. 9.4.1(Rebend test)	-	2000	Rebend Test
Cl. 9.3, Table 4(Bend Test )	-	1000	Bend Test
Cl. 8.1 Table 3(Tensile Strength (TS))	-	3000	Tensile Test
Cl. 7.2 Table -2 (Nominal Mass)	-	750	Nominal Mass
Cl. 6.1(Nominal Size)	-	750	Nominal Size (Specified Length)
Cl 5(Deformations and Surface Characteristics)	-	500	TS /YS Ratio
Cl. 5 (Cl.5 Mean area of ribs/unit length (Ar), )	-	1000	Mean area of ribs/unit length
Cl. 5 (Cl. 5 - Mean projected area of transverse ribs (1/3 of Ar))	-	1000	Mean projected area of transverse ribs
Cl. 8.1 Table 3(Yield Stress (YS))	-	3000	Yield Stress
Cl. 8.1 Table 3(Elongation, percentage)	-	3000	Elongation
Cl 6.1(Length, Width & Thickness)	-	3000	Maximum Extension
Cl 8.1(UTM)	-	3000	Elongation at maximum Force
Cl 7.2(Weight)	-	1000	Ribs Contributing to Projected Area
Cl 9.4(Load In Other Direction From Bend)	-	1000	Gross Cross Sectional Area
Cl 9.3(Load In One Direction)	-	1000	Visual Inspection
Cl. 4.3(Visual Inspection.)	-	1000	Visual Inspection
5.7(PullOut (Bond Test))	-	5000	Pull Out
8.18.1 Table 3(Total elongation at maximum force)	-	3000	Total elongation at maximum force
Cl. 8.1 Table 3(Maximum Extension)	-	3000	Maximum Extension
Cl. 5.2(Surface Characteristics)	-	1000	Surface Characteristics
Cl. 6.2, 6.3 Table 1(Gross Cross Sectional Area, A)	-	750	Gross Cross Sectional Area
Cl. 5.3 (a)(The ribs contributing the projected area - Longitudinal Ribs)	-	1000	The ribs contributing the projected area - Longitudinal Ribs
Cl. 5.3 (b)(The ribs contributing the projected area - Transverse Ribs)	-	1000	The ribs contributing the projected area - Transverse Ribs
Cl. 8.1 Table 3(TS/YS Ratio)	-	1000	TS/YS Ratio
Cl. 5.7(Date of casting of concrete cubes)	-	1000	Date of casting of concrete cubes
Cl. 5.7(Date of testing of concrete cubes)	-	1000	Date of testing of concrete cubes
Cl. 5.7(Average compressive strength of cubes at 28 days)	-	1000	Average compressive strength of cubes at 28 days
Cl. 5.7(Bond Strength at 0.25 mm slip)	-	5000	Bond Strength at 0.25 mm slip

18 Dec, 2027

-
-

5909

Bharat Test House Pvt. Ltd. 1668 Sonipat

9168306

IS 2202 : Part 1 (2023)

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

Wooden Flush Door Shutters (Solid Core Type)-Specification

10000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
9.1(Workmanship & Finish)	-	200	-
9.2(Workmanship & Finish)	-	100	-
9.3(Workmanship & Finish)	-	100	-
11.1(Dimensions - Height)	-	200	-
11.1(Dimensions - Width)	-	100	-
11.1(Dimensions - Thickness)	-	100	-
11.1(Dimensions - Variation in thickness)	-	100	-
11.1(Dimensions - Squareness)	-	100	-
11.12(End immersion test)	-	500	-
11.13(Knife Test)	-	300	-
11.14(Glue Adhesion Test)	-	500	-
4(GRADE)	-	200	-
4(TYPE)	-	100	-
5(SIZES)	-	300	-
7.1.1(CONSTRUCTION-Blockboard Core)	-	200	-
7.1.1(CONSTRUCTION-Blockboard Core)	-	100	-
7.1.2(CONSTRUCTION-Blockboard Core)	-	100	-
7.3.2(CONSTRUCTION-Stiles and Rails)	-	200	-
7.3.2(a)(CONSTRUCTION-Stiles and Rails-Joints)	-	100	-
7.3.2(b)(CONSTRUCTION-Stiles and Rails-Joints)	-	100	-
7.3.2(c)(CONSTRUCTION-Stiles and Rails-Joints)	-	100	-
7.3.3(CONSTRUCTION-Stiles and Rails)	-	100	-
9.1(WORKMANSHIP AND FINISH)	-	100	-
9.2(WORKMANSHIP AND FINISH)	-	100	-
9.3(WORKMANSHIP AND FINISH)	-	100	-
11.1(Dimensions and Squareness Test)	-	200	-
11.1(Dimensions and Squareness Test)	-	200	-
11.1(Dimensions and Squareness Test)	-	200	-
11.1(Dimensions and Squareness Test)	-	200	-
11.1(Dimensions and Squareness Test)	-	200	-
11.2(General Flatness Test)	-	200	-
11.2(General Flatness Test)	-	200	-
11.2(General Flatness Test)	-	200	-
11.3(Local Planeness Test)	-	200	-
11.4(Impact Indentation Test)	-	200	-
11.4(Impact Indentation Test)	-	500	-
11.5(Flexure Test)	-	200	-
11.5(Flexure Test)	-	500	-
11.6(Edge Loading Test)	-	200	-
11.6(Edge Loading Test)	-	200	-
11.6(Edge Loading Test)	-	200	-
11.6(Edge Loading Test)	-	200	-
11.7.1(Shock Resistance Test)	-	500	-
11.7.2(Shock Resistance Test)	-	200	-
11.8(Buckling Test)	-	300	-
11.8(Buckling Test)	-	300	-
11.8(Buckling Test)	-	300	-
11.9.2(Slamming Test)	-	200	-
11.9.3(Slamming Test)	-	200	-
11.10(Misuse Test)	-	200	-
11.11(Varying Humidity Test)	-	300	-
11.11(Varying Humidity Test)	-	300	-
11.12(End Immersion Test)	-	300	-
11.13(Knife Test)	-	300	-
11.14(Glue Adhesion Test)	-	300	-
11.15(Screw Withdrawal Resistance Test)	-	200	-
11.15(Screw Withdrawal Resistance Test)	-	200	-
Clause 4.2(grades specified)	-	200	-
Clause 5(SIZES)	-	200	-
Clause 6.1.1(species of timber)	-	500	-
Clause 6.1.2(list of species)	-	200	-
Clause 6.1.3(moisture content)	-	200	-
Clause 6.2.1(Plywood)	-	500	-
Clause 6.2.2(Decorative plywood)	-	200	-
Clause 6.3(Cross-Bands)	-	500	-
Clause 6.4.1(Commercial Face Veneers)	-	500	-
Clause 6.4.2(Decorative Face Veneers)	-	200	-
Clause 6.6.1(Adhesives)	-	500	-
Clause 6.7(Particle Board)	-	500	-
Clause 6.8(Medium density fibre board)	-	500	-
Clause 6.9(Alternative Materials)	-	200	-
Clause 7.1(Blockboard Core)	-	200	-
Clause 7.2(Particle Board or Medium Density Fibre)	-	200	-
Clause 7.3(Stiles and Rails)	-	200	-
Clause 7.4(Levelling)	-	200	-
Clause 7.5(Face Panel)	-	200	-
Clause 7.6(Lipping)	-	200	-
Clause 7.7(Rebating)	-	200	-
Clause 7.8(Opening for Glazing)	-	200	-
Clause 7.9(Venetian)	-	500	-
Clause 8.1(Locks)	-	200	-
Clause 9(WORKMANSHIP AND FINISH)	-	200	-
Clause 10.1(Classification of Tests)	-	200	-
Clause 11.1(Dimensions and Squareness Test)	-	200	-
Clause 11.2(General Flatness Test)	-	200	-
Clause 11.3(Local Planeness Test)	-	200	-
Clause 11.4(Impact Indentation Test)	-	200	-
Clause 11.5(Flexure Test)	-	200	-
Clause 11.6(Edge Loading Test)	-	200	-
Clause 11.7(Shock Resistance Test)	-	200	-
Clause 11.8(Buckling Resistance Test)	-	200	-
Clause 11.9(Slamming Test)	-	200	-
Clause 11.10(Misuse Test)	-	200	-
Clause 11.11(Varying Humidity Test)	-	200	-
Clause 11.12(End Immersion Test)	-	200	-
Clause 11.13(Knife Test)	-	200	-
Clause 11.14(Glue Adhesion Test)	-	200	-
Clause 11.15(Screw Withdrawal Resistance Test)	-	200	-
Clause 12(SAMPLING AND CRITERIA FOR CONFORMITY)	-	200	-
Clause 13(ADDITIONAL REQUIREMENTS FOR ECO MARK)	-	200	-
Clause 14(Marking)	-	200	-
4(Grade, Type and Construction)	-	200	-
5(Sizes and Thickness)	-	200	-
6.1(Timber)	-	200	-
6.2(Plywood for flush door shutter)	-	200	-
6.3(Cross-Bands )	-	200	-
6.4.1(Commercial Face Veneers)	-	200	-
6.4.2(Decorative face veneers)	-	200	-
6.6(Adhesives)	-	200	-
6.7(Particle Board)	-	200	-
6.8(Medium Density Fibre)	-	200	-
6.9(Alternative Materials)	-	200	-
7(Construction)	-	200	-
8.1(Locks)	-	200	-
8.2(Other Fittings)	-	200	-
9(Workmanship and Finish)	-	200	-
10(Tests)	-	200	-
11.1(Dimensions and Squareness Test)	-	200	-
11.2(General Flatness Test)	-	200	-
11.3(Local Planeness Test)	-	200	-
11.4(Impact Indentation Test)	-	200	-
11.5(Flexure Test)	-	200	-
11.6(Edge Loading Test)	-	200	-
11.7(Shock Resistance Test)	-	200	-
11.8(Buckling Resistance Test)	-	200	-
11.9(Slamming Test)	-	200	-
11.1(Misuse Test)	-	200	-
11.11(Varying Humidity Test)	-	200	-
11.12(End Immersion Test)	-	200	-
11.13(Knife Test)	-	200	-
11.14(Glue Adhesion Test)	-	200	-
11.15(Screw Withdrawal Resistance Test)	-	200	-
14(Marking )	-	200	-
Cl-13(ADDITIONAL REQUIREMENTS FOR ECO MARK)	-	200	-
9.1(Workmanship & Finish)	-	0	-
9.2(Workmanship & Finish)	-	0	-
9.3(Workmanship & Finish)	-	0	-
11.1(Dimensions - Height)	-	0	-
11.1(Dimensions - Width)	-	0	-
11.1(Dimensions - Thickness)	-	0	-
11.1(Dimensions - Variation in thickness)	-	0	-
11.1(Dimensions - Squareness)	-	0	-
11.12(End immersion test)	-	0	-
11.13(Knife Test)	-	0	-
11.14(Glue Adhesion Test)	-	0	-
4(GRADE)	-	0	-
4(TYPE)	-	0	-
5(SIZES)	-	0	-
7.1.1(CONSTRUCTION-Blockboard Core)	-	0	-
7.1.1(CONSTRUCTION-Blockboard Core)	-	0	-
7.1.2(CONSTRUCTION-Blockboard Core)	-	0	-
7.3.2(CONSTRUCTION-Stiles and Rails)	-	0	-
7.3.2(a)(CONSTRUCTION-Stiles and Rails-Joints)	-	0	-
7.3.2(b)(CONSTRUCTION-Stiles and Rails-Joints)	-	0	-
7.3.2(c)(CONSTRUCTION-Stiles and Rails-Joints)	-	0	-
7.3.3(CONSTRUCTION-Stiles and Rails)	-	0	-
9.1(WORKMANSHIP AND FINISH)	-	0	-
9.2(WORKMANSHIP AND FINISH)	-	0	-
9.3(WORKMANSHIP AND FINISH)	-	0	-
11.1(Dimensions and Squareness Test)	-	0	-
11.1(Dimensions and Squareness Test)	-	0	-
11.1(Dimensions and Squareness Test)	-	0	-
11.1(Dimensions and Squareness Test)	-	0	-
11.1(Dimensions and Squareness Test)	-	0	-
11.2(General Flatness Test)	-	0	-
11.2(General Flatness Test)	-	0	-
11.2(General Flatness Test)	-	0	-
11.3(Local Planeness Test)	-	0	-
11.4(Impact Indentation Test)	-	0	-
11.4(Impact Indentation Test)	-	0	-
11.5(Flexure Test)	-	0	-
11.5(Flexure Test)	-	0	-
11.6(Edge Loading Test)	-	0	-
11.6(Edge Loading Test)	-	0	-
11.6(Edge Loading Test)	-	0	-
11.6(Edge Loading Test)	-	0	-
11.7.1(Shock Resistance Test)	-	0	-
11.7.2(Shock Resistance Test)	-	0	-
11.8(Buckling Test)	-	0	-
11.8(Buckling Test)	-	0	-
11.8(Buckling Test)	-	0	-
11.9.2(Slamming Test)	-	0	-
11.9.3(Slamming Test)	-	0	-
11.10(Misuse Test)	-	0	-
11.11(Varying Humidity Test)	-	0	-
11.11(Varying Humidity Test)	-	0	-
11.12(End Immersion Test)	-	0	-
11.13(Knife Test)	-	0	-
11.14(Glue Adhesion Test)	-	0	-
11.15(Screw Withdrawal Resistance Test)	-	0	-
11.15(Screw Withdrawal Resistance Test)	-	0	-
Clause 4.2(grades specified)	-	0	-
Clause 5(SIZES)	-	0	-
Clause 6.1.1(species of timber)	-	0	-
Clause 6.1.2(list of species)	-	0	-
Clause 6.1.3(moisture content)	-	0	-
Clause 6.2.1(Plywood)	-	0	-
Clause 6.2.2(Decorative plywood)	-	0	-
Clause 6.3(Cross-Bands)	-	0	-
Clause 6.4.1(Commercial Face Veneers)	-	0	-
Clause 6.4.2(Decorative Face Veneers)	-	0	-
Clause 6.6.1(Adhesives)	-	0	-
Clause 6.7(Particle Board)	-	0	-
Clause 6.8(Medium density fibre board)	-	0	-
Clause 6.9(Alternative Materials)	-	0	-
Clause 7.1(Blockboard Core)	-	0	-
Clause 7.2(Particle Board or Medium Density Fibre)	-	0	-
Clause 7.3(Stiles and Rails)	-	0	-
Clause 7.4(Levelling)	-	0	-
Clause 7.5(Face Panel)	-	0	-
Clause 7.6(Lipping)	-	0	-
Clause 7.7(Rebating)	-	0	-
Clause 7.8(Opening for Glazing)	-	0	-
Clause 7.9(Venetian)	-	0	-
Clause 8.1(Locks)	-	0	-
Clause 9(WORKMANSHIP AND FINISH)	-	0	-
Clause 10.1(Classification of Tests)	-	0	-
Clause 11.1(Dimensions and Squareness Test)	-	0	-
Clause 11.2(General Flatness Test)	-	0	-
Clause 11.3(Local Planeness Test)	-	0	-
Clause 11.4(Impact Indentation Test)	-	0	-
Clause 11.5(Flexure Test)	-	0	-
Clause 11.6(Edge Loading Test)	-	0	-
Clause 11.7(Shock Resistance Test)	-	0	-
Clause 11.8(Buckling Resistance Test)	-	0	-
Clause 11.9(Slamming Test)	-	0	-
Clause 11.10(Misuse Test)	-	0	-
Clause 11.11(Varying Humidity Test)	-	0	-
Clause 11.12(End Immersion Test)	-	0	-
Clause 11.13(Knife Test)	-	0	-
Clause 11.14(Glue Adhesion Test)	-	0	-
Clause 11.15(Screw Withdrawal Resistance Test)	-	0	-
Clause 12(SAMPLING AND CRITERIA FOR CONFORMITY)	-	0	-
Clause 13(ADDITIONAL REQUIREMENTS FOR ECO MARK)	-	0	-
Clause 14(Marking)	-	0	-
4(Grade, Type and Construction)	-	0	-
5(Sizes and Thickness)	-	0	-
6.1(Timber)	-	0	-
6.2(Plywood for flush door shutter)	-	0	-
6.3(Cross-Bands )	-	0	-
6.4.1(Commercial Face Veneers)	-	0	-
6.4.2(Decorative face veneers)	-	0	-
6.6(Adhesives)	-	0	-
6.7(Particle Board)	-	0	-
6.8(Medium Density Fibre)	-	0	-
6.9(Alternative Materials)	-	0	-
7(Construction)	-	0	-
8.1(Locks)	-	0	-
8.2(Other Fittings)	-	0	-
9(Workmanship and Finish)	-	0	-
10(Tests)	-	0	-
11.1(Dimensions and Squareness Test)	-	0	-
11.2(General Flatness Test)	-	0	-
11.3(Local Planeness Test)	-	0	-
11.4(Impact Indentation Test)	-	0	-
11.5(Flexure Test)	-	0	-
11.6(Edge Loading Test)	-	0	-
11.7(Shock Resistance Test)	-	0	-
11.8(Buckling Resistance Test)	-	0	-
11.9(Slamming Test)	-	0	-
11.1(Misuse Test)	-	0	-
11.11(Varying Humidity Test)	-	0	-
11.12(End Immersion Test)	-	0	-
11.13(Knife Test)	-	0	-
11.14(Glue Adhesion Test)	-	0	-
11.15(Screw Withdrawal Resistance Test)	-	0	-
14(Marking )	-	0	-
Cl-13(ADDITIONAL REQUIREMENTS FOR ECO MARK)	-	0	-

-
Included w.e.f.13.05.2025

5910

Hi Physix Laboratory India Private Limited, Pune

7126926

IS 302 : Part 2 : Sec 13 (2024)

Household and Similar Electrical Appliances âSafety Part 2 Particular Requirements Section 13 Deep Fat Fryers, Frying Pans and Similar Appliances (First Revision)

66000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7(Marking and instructions)	-	2000	-
8(Protection against access to live parts)	-	2000	-
10(Power input and current)	-	2000	-
11(Heating)	-	4000	-
13.1 &13.2(Leakage current test)	-	1500	-
13.1 &13.3(Electric strength test)	-	1500	-
14(Transient overvoltages)	-	2000	-
15(Moisture resistance)	-	4000	-
15.3(Moisture resistance)	-	0	Testing charges included in Cl.15
15.101(Moisture resistance)	-	0	Testing charges included in Cl.15
16.1 &16.2(Leakage current test)	-	1500	-
16.1 & 16.3(Electric strength test)	-	1500	-
17(Overload protection of transformers and associated circuits)	-	4000	-
19.1 to 19.13, Table No. - 9(Abnormal operation)	-	8000	Charges applicable excluding the test of Cl.19.11.4.1 to Cl.19.11.4.7. The testing charges for EMI/EMC Testing (Cl.19.11.4.1 to Cl.19.11.4.7) will be charged extra.
19.101 to to 19.102(Abnormal operation)	-	0	Testing charges included in Cl.19.1 to CL.19.13
20(Stability and mechanical hazards)	-	2000	-
21(Mechanical strength)	-	3000	-
22(Construction)	-	8000	-
22.101(Construction)	-	0	Testing charges included in Cl.22
23(Internal wiring)	-	2000	-
24(Components)	-	3000	-
25("Supply connection and external flexible cords")	-	1000	-
26("Terminals for external conductors")	-	1000	-
27(Provision for earthing)	-	2000	-
28(Screws and connections)	-	1000	-
29("Clearances, creepage distances and solid insulation")	-	2000	-
30(Resistance to heat and fire)	-	3000	-
31(Resistance to rusting)	-	1000	-
32("Radiation, toxicity and similar hazards")	-	1000	-

20 Jun, 2028

-
Included w.e.f 25.03.2025 Exclusion: Cl 24 (Components), Cl 32 ("Radiation, toxicity and similar hazards")

Bureau of Indian Standards

The National Standards Body of India

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