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108 Results

S.No.

Indian Standard No.

Product

Grade / Type / Size / Designation etc.

Exclusion

Testing Charges (Excl. Of Taxes)

Facility Type

Effective Date

Validity Date

Remark

IS 277 (2018)

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

All

5000 View breakup
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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 (Cl. 14 & Cl 15 (Pitch of Corrugation))	-	500	Dimensions
Cl. 14 & Cl. 15 (Cl. 14 & Cl 15 (Depth of Corrugation))	-	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

Complete

18 Dec, 2027

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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	-

Complete

18 Dec, 2027

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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	-

Complete

18 Dec, 2027

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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

Complete

18 Dec, 2027

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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

Complete

18 Dec, 2027

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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
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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

Complete

18 Dec, 2027

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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)

Complete

18 Dec, 2027

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IS 2185 : Part 2 (1983)

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

All

20000 View breakup
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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

Complete

18 Dec, 2027

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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)

Complete

18 Dec, 2027

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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	-

Complete

18 Dec, 2027

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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

Complete

18 Dec, 2027

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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

Complete

18 Dec, 2027

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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

Complete

18 Dec, 2027

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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

Complete

18 Dec, 2027

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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

Complete

18 Dec, 2027

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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

Complete

18 Dec, 2027

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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

Complete

18 Dec, 2027

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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

Complete

18 Dec, 2027

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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

Complete

18 Dec, 2027

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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)

Complete

18 Dec, 2027

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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

Complete

18 Dec, 2027

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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

Complete

18 Dec, 2027

-
-

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

Complete

18 Dec, 2027

-
-

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

Complete

18 Dec, 2027

-
-

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

Complete

18 Dec, 2027

-
-

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

Complete

18 Dec, 2027

-
-

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)	-	-	-

Complete

18 Dec, 2027

-
-

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

Complete

18 Dec, 2027

-
-

IS 6603 (2024)

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

Except Tensile Properties 0.2 % proof Strength and 1.0 % Proof Strength at Elevated Temperature

40000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl - 9.1,9.5,13.2(Thickness or Diameter)	-	1000	-
Cl - 9.1,9.3,9.4,9.5,13.2(Thickness or Diameter)	-	1000	-
Cl - 9.1,9.3,9.4,9.5,13.2(Thickness or Diameter)	-	0	-
Cl - 9.1,9.5,13.2(Proof Strength Rp 1.0 MP)	-	1000	-
Cl - 9.1,9.5,13.2(Proof Strength Rp 0.2 MP)	-	1000	-
Cl - 9.1,9.3,9.4,9.5,13.2(R 0.2 MPa Min(Quenched + Tempered))	-	1000	-
Cl - 9.1,9.3,9.4,9.5,13.2(R 0.2 MPa Min(Quenched + Tempered))	-	1000	-
Cl - 9.1,9.5,13.2(Tensile Strength)	-	2000	-
Cl - 9.1,9.3,9.4,9.5,13.2(R MPa Max(Annealed))	-	2000	-
Cl - 9.1,9.3,9.4,9.5,13.2(R Mpa(Quenched + Tempered))	-	2000	-
Cl - 9.1,9.3,9.4,9.5,13.2(R MPa Max(Annealed))	-	2000	-
Cl - 9.1,9.3,9.4,9.5,13.2(R Mpa(Quenched + Tempered))	-	2000	-
Cl - 9.1,9.5,13.2(Elongation After Fracture Long.)	-	1000	-
Cl - 9.1,9.5,13.2(Elongation After Fracture Tr.)	-	1000	-
Cl - 9.1,9.3,9.4,9.5,13.2(A Percent Min Long.(Quenched + Tempered))	-	1000	-
Cl - 9.1,9.3,9.4,9.5,13.2(A Percent Min Tr.(Quenched + Tempered))	-	1000	-
Cl - 9.1,9.3,9.4,9.5,13.2(A Percent Min Long.(Quenched + Tempered))	-	1000	-
Cl - 9.1,9.3,9.4,9.5,13.2(A Percent Min Tr.(Quenched + Tempered))	-	0	-
Cl - 9.1,9.5,13.2(Impact Energy (ISO-V) Long.)	-	1000	-
Cl - 9.1,9.5,13.2(Impact Energy (ISO-V) Tr.)	-	1000	-
Cl - 9.1,9.5,13.2(Elongation After Fracture)	-	1000	-
Cl - 9.1,9.5,13.2(Impact Energy (ISO-V))	-	1000	-
Cl - 9.1,9.3,9.4,9.5,13.2(KV J Min Long.(Quenched + Tempered))	-	1000	-
Cl - 9.1,9.3,9.4,9.5,13.2(KV J Min Long.(Quenched + Tempered))	-	0	-
Cl - 9.1,9.3,9.4,9.5,13.2(KV J Min Long.(Quenched + Tempered))	-	1000	-
Cl - 9.1,9.3,9.4,9.5,13.2(KV J Min Long.(Quenched + Tempered))	-	0	-
Cl - 9.1,9.5,13.2(Resistance to Inter-Granular Corrosion in the Delivery Condition)	-	10000	-
Cl - 9.1,9.5,13.2(Resistance to Inter-Granular Corrosion in the Sensitized Condition)	-	10000	Including Rate for Chemical Tests
Cl - 9.1,9.5,13.2(Hardness)	-	1000	-
Cl - 9.1,9.3,9.4,9.5,13.2(Hardness HB Max(Annealed))	-	1000	-
Cl - 9.1,9.3,9.4,9.5,13.2(Hardness HB Max(Annealed))	-	1000	-
Cl - 9.1,9.3,9.4,9.5,13.2(Heat Treatment Condition (Quenched + Tempered))	-	0	-
Cl - 9.1,9.3,9.4,9.5,13.2(Heat Treatment Condition (Quenched + Tempered))	-	0	-

Complete

18 Dec, 2027

-
Including w.e.f. 28.10.2024 Excluding Cl.9.2 (0.2 % Proof Strength and 1.0 % Proof Strength at Elevated Temperature)

IS 18513 (2023)

Hot-Dip Zinc- Aluminium-Magnesium Alloy Coated Steel Sheets Plates and Strips - Specification

All

25000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Clause. 5.4(Surface Finish)	-	0	-
7(C)	-	1000	-
7(Mn)	-	1000	-
7(P)	-	1000	-
7(S)	-	1000	-
7(Si)	-	1000	-
7(N)	-	2000	-
7(Cr)	-	1000	-
7(Mo)	-	1000	-
7(Ni)	-	1000	-
7(Al)	-	1000	-
7(B)	-	1000	-
7(Ti)	-	1000	-
7(V)	-	1000	-
7(Nb)	-	1000	-
Clause. 7.0(Material)	-	1000	Copper
Clause. 8.0(Coating Adherence)	-	1000	-
Clause. 8.0(Coating Mass)	-	1000	-
Clause. 10.0(Tensile Test)	-	2000	-
Clause. 10.0(Yield Stress or Proof stress)	-	1000	-
Clause. 10.0(Elongation)	-	1000	-
Clause. 10.0(Tensile Strain Hardening Component)	-	1000	-
Clause. 10.0(Bake Hardening Index)	-	1000	-
Clause. 10.0(Hardness Test)	-	1000	-
Clause. 10.0(Bend Test)	-	1000	-
Clause.11.0(Dimensions, Shape & Tolerances)	-	3000	-
Clause. 10.0(Plastic strain Ratio)	-	1000	-

Complete

18 Dec, 2027

-
Included w.e.f 10.10.2024

Bureau of Indian Standards

The National Standards Body of India

Kailtech Test and Research Centre Pvt. Ltd.

141C, Electronic Complex Industrial Area, Indore, Indore, Madhya Pradesh, 452010

- contact@kailtech.net

Scope List