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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

2281

Kailtech Test and Research Centre Pvt. Ltd., Indore

8125636

IS 1489 : Part 2 (2015)

Portland - Pozzolana cement - Specification: Part 2 calcined clay based

12630 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6 - Table - 1 i(Insoluble residue - Cl 7.4 of IS 4032:1985)	-	1000	NA
6 - Table - 1 ii(Magnesia - Cl 7.2 of IS 4032:1985)	-	1000	Magnesia
6 - Table - 1 iii(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 7.3 of IS 4032:1985)	-	1000	Total Sulphur Content calculated as Sulphuric Anhydride (SO3)
6 - Table - 1 iv(Loss on ignition - Cl 7.1 of IS 4032:1985)	-	1500	Loss on ignition
6 - Table - 1 v(Chloride content - Cl 4.13 of IS 4032:1985)	-	1500	Chloride content
6 - Table - 1 vi( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985)	-	2000	Alkali content
7 -Table 2- i(Fineness 4031 Part 2)	-	1000	Fineness
7 -Table 2- ii- a(Expansion by Le Chatelier- 4031 Part 3)	-	1000	Expansion by Le Chatelier
7 -Table 2- ii- b(Expansion by Autoclave- 4031 Part 3)	-	2000	Expansion by Autoclave
7 -Table 2- iii- a(Setting Time Initial- 4031 Part 5)	-	2000	Setting Time Initial & Final
7 -Table 2-iii- b(Setting Time Final- 4031 Part 5)	-	2000	Setting Time Initial & Final
7 -Table 2- iv- a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	3000	Compressive Strength
7 -Table 2- iv- b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	3000	Compressive Strength
7 -Table 2- iv- c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	3000	Compressive Strength
7 -Table 2- v(Transverse Strength - IS 4031 Part 8 (Optional))	-	5000	Transverse Strength ( All age)
7 -Table 2- vi(Drying Shrinkage- IS 4031 Part 10)	-	5000	Drying Shrinkage
Clause 7 Table 2 SI No. (v) (Transverse Strength, 672 ± 4 h)	-	5000	ok
Clause 7 Table 2 SI No. (v) (Compressive strength of Transverse Specimen, 672 ± 4 h)	-	5000	ok
Clause 7Table 2 SI No. (v)(Transverse Strength, 168 ± 2 h)	-	5000	ok
Clause 7 Table 2 SI No. (v) (Compressive strength of Transverse Specimen, 168 ± 2 h)	-	5000	ok
Clause 7Table 2 SI No. (v)(Transverse Strength, 72 ± 1 h)	-	5000	ok
Clause 7 Table 2 SI No. (v) (Compressive strength of Transverse Specimen, 72 ± 1 h)	-	5000	ok

18 Dec, 2027

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2282

Kailtech Test and Research Centre Pvt. Ltd., Indore

8125636

IS 8042 (2015)

White portland cement - Specification (Third Revision)

All

12000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5 - Table - 1 i(Ratio of percentage of lime to percentages of silica, alumina and iron oxide - Cl 4 of IS 4032:1985)	-	3000	NA
5 - Table - 1 ii(Iron oxide - Cl 4.5 of IS 4032:1985)	-	1000	Iron oxide
5 - Table - 1 iii(Insoluble residue - Cl 4.10 of IS 4032:1985)	-	1000	Insoluble residue
5 - Table - 1 iv(Magnesia - Cl 4.8 of IS 4032:1985)	-	1000	Magnesia
5 - 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
5 - Table - 1 vi(Loss on ignition - Cl 4.2 of IS 4032:1985)	-	1000	Loss on ignition
5 - Table - 1 vii(Chloride content - Cl 4.13 of IS 4032:1985)	-	1500	Chloride content
6 -Table 2- i(Fineness 4031 Part 2)	-	1500	Fineness
6 -Table 2- ii- a(Expansion by Le Chatelier- 4031 Part 3)	-	1500	Expansion by Le Chatelier
6 -Table 2- ii- b(Expansion by Autoclave- 4031 Part 3)	-	1500	Expansion by Autoclave
6 -Table 2- iii- a(Setting Time Initial- 4031 Part 5)	-	2000	Setting Time Initial & Final
6 -Table 2-iii- b(Setting Time Final- 4031 Part 5)	-	2000	Setting Time Final
6 -Table 2- iv- a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	5000	Compressive Strength All Ages
6 -Table 2- iv- b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	5000	Compressive Strength All Ages
6 -Table 2- iv- c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	5000	Compressive Strength All Ages
6 -Table 2- v(Transverse Strength - IS 4031 Part 8 (Optional))	-	5000	Transverse Strength All ages
6 -Table 2- vi(Degree of whiteness-Annex B)	-	5000	Degree of whiteness
Clause 6 Table 2, SI No. (v) (Transverse Strength, 72 ± 1 h)	-	5000	ok
Clause 6 Table 2, SI No. (v) (Transverse Strength, 168 ± 2 h)	-	5000	ok
Clause 6 Table 2, SI No. (v) (Transverse Strength, 672 ± 4 h)	-	5000	ok
Clause 6 Table 2, SI No. (v) (Compressive strength of Transverse Specimen, 72 ± 1 h)	-	5000	ok
Clause 6 Table 2, SI No. (v) (Compressive strength of Transverse Specimen, 168 ± 2 h)	-	5000	ok
Clause 6 Table 2, SI No. (v) (Compressive strength of Transverse Specimen, 672 ± 4 h)	-	5000	ok

18 Dec, 2027

-
-

2283

Kailtech Test and Research Centre Pvt. Ltd., Indore

8125636

IS 383 (2016)

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

All

9000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.4.1 (a)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value)	-	1000	mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value
5.4.1 (b)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value)	-	1000	mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value
5.4.2(a)( Aggregates Impact Value)	-	1500	Aggregates Impact Value
5.4.2(b)( Aggregates Impact Value)	-	1500	Aggregates Impact Value
5.4.3(a)( Aggregate Abrasion Value)	-	2000	Aggregate Abrasion Value
5.4.3(b)( Aggregate Abrasion Value)	-	2000	Aggregate Abrasion Value
6.1-Table 7(i)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 80 mm sieve )	-	1000	All Grading
6.1-Table 7(ii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 63 mm sieve )	-	1000	All Grading
6.1-Table 7(iii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 40 mm sieve )	-	1000	All Grading
6.1-Table 7(iv)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 20 mm sieve )	-	1000	All Grading
6.1-Table 7(v)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 16 mm sieve )	-	1000	All Grading
6.1-Table 7(vi)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 12.5 mm sieve )	-	1000	All Grading
6.1-Table 7(vii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 10 mm sieve )	-	1000	All Grading
6.1-Table 7(viii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 4.75 mm sieve )	-	1000	All Grading
6.1-Table 7(ix)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 2.36 mm sieve )	-	1000	All Grading
6.1.1-Table 8(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Class)	-	1000	All Grading
6.1.1-Table 8(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Size)	-	1000	All Grading
6.1.1-Table 8(i)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 160 mm Sieve)	-	1000	All Grading
6.1.1-Table 8(i)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 80 mm Sieve)	-	1000	All Grading
6.1.1-Table 8(ii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 80 mm Sieve)	-	1000	All Grading
6.1.1-Table 8(ii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 40 mm Sieve)	-	1000	All Grading
6.1.1-Table 8(iii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 40 mm Sieve)	-	1000	All Grading
6.1.1-Table 8(iii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 20 mm Sieve)	-	1000	All Grading
6.1.1-Table 8(iv)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 20 mm Sieve)	-	1000	All Grading
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)	-	1000	All Grading
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)	-	1000	All Grading
6.2-Table 7(i)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 80 mm sieve)	-	1000	All Grading
6.2-Table 7(ii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 63 mm sieve)	-	1000	All Grading
6.2-Table 7(iii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 40 mm sieve)	-	1000	All Grading
6.2-Table 7(iv)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 20 mm sieve)	-	1000	All Grading
6.2-Table 7(v)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 16 mm sieve)	-	1000	All Grading
6.2-Table 7(viii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 4.75 mm sieve)	-	1000	All Grading
6.2-Table 7(ix)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 2.36 mm sieve)	-	1000	All Grading
6.3-Table 9(i)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 10mm Sieve )	-	1000	All Grading
6.3-Table 9(ii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 4.75mm Sieve )	-	1000	All Grading
6.3-Table 9(iii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 2.36mm Sieve )	-	1000	All Grading
6.3-Table 9(iv)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 1.18mm Sieve )	-	1000	All Grading
6.3-Table 9(v)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 600µm Sieve )	-	1000	All Grading
6.3-Table 9(vi)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 300µm Sieve )	-	1000	All Grading
6.3-Table 9(vii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 150µm Sieve )	-	1000	All Grading
6.4-Table 10(i)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 80mm Sieve )	-	1000	All Grading
6.4-Table 10(ii)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 40mm Sieve )	-	1000	All Grading
6.4-Table 10(iii)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 20mm Sieve )	-	1000	All Grading
6.4-Table 10(iv)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 4.75mm Sieve )	-	1000	All Grading
6.4-Table 10(v)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 600µm Sieve )	-	1000	All Grading
6.4-Table 10(vi)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 150µm Sieve )	-	1000	All Grading
5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(fine aggregate))	-	1000	specific gravity
5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (fine aggregate))	-	1000	Water absorption
5.7-Table-3-(III) IS:14959 (P-2)(Water soluble chloride content (fine aggregate))	-	1000	Chloride content
5.7-Table-3-(II) IS:4032(Total sulphate content (fine aggregate))	-	1000	Total Sulphate content
5.6-IS: 2386 (P-7)(Alkali Aggregate Reaction (fine aggregate))	-	3000	Alkali Aggregate Reaction
5.5-IS: 2386 (P-5)(Soundness (fine aggregate))	-	3000	Soundness
5.2- TABLE-2- (Note-3) IS-2386 (P-2)(Mica content (fine aggregate))	-	1000	Mica content
5.2- TABLE-2- (Note-4) IS-2386 (P-2)(Effect of organic impurities on strength of mortar (fine aggregate))	-	1000	Effect of organic impurities on strength of mortar
5.2- TABLE-2- (Note-4) IS-2386 (P-2)(Organic impurities (fine aggregate))	-	1000	Organic impurities
5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (fine aggregate))	-	5000	Total deleterious material
5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (fine aggregate))	-	1000	Material fine aggregater than 75 micron
5.2- TABLE-2- (ii) IS-2386 (P-2)(Clay lumps (fine aggregate ))	-	1000	Clay lumps
5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (fine aggregate ))	-	1000	Coal and Lignite
5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(coarse aggregate))	-	1000	specific gravity
5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (coarse aggregate))	-	1000	Water absorption
5.7-Table-3-(III) BN EN: 1744(Water soluble chloride content (coarse aggregate))	-	1000	Water soluble chloride content
5.7-Table-3-(II) BN EN: 1744(Total sulphate content (coarse aggregate))	-	1000	Total sulphate content
5.6-IS: 2386 (P-7)(Alkali Aggregate Reaction (coarse aggregate))	-	3000	Alkali Aggregate Reaction
5.5-IS: 2386 (P-5)(Soundness (coarse aggregate))	-	3000	Soundness
5.3-IS: 2386 (P-1)(Combined elongation & flakiness index (coarse aggregate))	-	1000	Combined elongation & flakiness index
5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (coarse aggregate))	-	5000	Total deleterious material
5.2- TABLE-2- (iv) IS-2386 (P-2)(Soft fragments (coarse aggregate))	-	1000	Soft fragments
5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (coarse aggregate))	-	1000	Material fine aggregater than 75 micron
5.2- TABLE-2- (ii) IS-2386 (P-2)(Clay lumps (coarse aggregate ))	-	1000	Clay lumps
5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (coarse aggregate ))	-	1000	Coal and Lignite
5.3(Flakiness Index)	-	1000	Combined elongation & flakiness index
5.3(Elongation Index)	-	1000	Combined elongation & flakiness index
7.2(Bulk Density Rodded)	-	1000	-
7.2(Bulk Density loose)	-	1000	-
7.2(Moisture Content)	-	1000	-
5.5(Soundness By Magnesium Sulphate)	-	3000	Soundness
7.2(Bulking Of Fine Aggregate)	-	1000	-

18 Dec, 2027

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-

2284

Kailtech Test and Research Centre Pvt. Ltd., Indore

8125636

IS 616 (2017)

Audio, video and similar electronic apparatus - Safety requirements (Fifth Revision)

60000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5(Marking and instructions)	-	3000	-
7(Heating under normal operating conditions)	-	5000	-
8(Constructional requirements with regard to the protection against electric shock)	-	7000	-
9(Electric shock hazard under normal operating conditions)	-	5000	-
10(Insulation requirements)	-	10000	-
11(Fault conditions)	-	5000	-
12(Mechanical strength)	-	7000	-
13(CLEARANCES and CREEPAGE DISTANCES)	-	10000	-
14(Components)	-	2000	-
15(TERMINALS)	-	5000	-
16(External flexible cords)	-	5000	-
17(Electrical connections and mechanical fixings)	-	5000	-
19(Stability and mechanical hazards)	-	5000	-
20(Resistance to fire)	-	5000	-

18 Dec, 2027

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2285

Kailtech Test and Research Centre Pvt. Ltd., Indore

8125636

IS 1079 (2017)

Hot rolled carbon steel sheet, plate and strip - Specification (Seventh Revision)

All

8115 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 8(UTM)	-	3000	NA
Cl 9(Press)	-	1500	Bend
Cl 10(Die Press)	-	1500	Cupping
Cl 12(Workmanship)	-	500	Freedom from defects
Cl 13(Length, Width & Thickness)	-	500	Dimension
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(Microalloying)	-	500	Microalloying
6.1( Nitrogen%)	-	1500	Nitrogen
6.1( Nb)	-	500	Niobium
6.1( Copper %)	-	500	Copper
6.1( Aluminium %)	-	500	Copper
6.1(V)	-	500	Vanadium
6.1( Ti)	-	500	Titanium
6.1(Cr)	-	500	Chromium
6.1(Mo)	-	500	Molybdenum
6.1(Ni)	-	500	Nickle
Cl.13(Out of square)	-	500	Dimension
Cl.13(Flatness)	-	500	Dimension
Cl.13(Camber)	-	500	Dimension
Cl.13(Width)	-	500	Dimension
Cl.13(Thickness)	-	500	Dimension
Cl. 8.3, Cl. 8.3.1 Table 5 and Table 6(Percentage Elongation After Fracture at 5.65√A Gauge length)	-	3000	Elongation
Cl. 8.3, Cl. 8.3.1 Table 5 and Table 6(Percentage Elongation After Fracture at 80 mm Gauge length)	-	3000	Elongation
Cl. 8.3, Cl. 8.3.1 Table 5 and Table 6(Percentage Elongation After Fracture at 50 mm Gauge length)	-	3000	Elongation
Cl. 8.3, Cl. 8.3.1 Table 6(0.2% Proof Stress/Yield Stress)	-	3000	0.2% Proof Stress/Yield Stress

18 Dec, 2027

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-

2286

Kailtech Test and Research Centre Pvt. Ltd., Indore

8125636

IS 4923 (2017)

Hollow steel sections for structural use - Specification (Third Revision)

All

8500 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl.7.1(Carbon- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	500	Carbon
Cl.7.1(Manganese- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	500	Manganese
Cl.7.1(Sulphur- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	500	Sulphur
Cl.7.1(Phosphorus- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	500	Phosphorous
Cl.7.1(Silicon- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	500	Silicon
Cl.7.1(Nitrogen- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	500	Nitrogen
Cl.7.1(Aluminium- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	100	Aluminium
Cl.7.1(Copper- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	100	Aluminium
Cl.7.1(Niobium- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	100	Niobium
Cl.7.1(Vanadium- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	100	Vanadium
Cl.7.1(Titanium- IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	100	Titanium
Cl.7.1(Carbon Equivalent-IS 228 and relevant parts or any other established Instrumental/Chemical method.)	-	300	Carbon Equivalent
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Depth))	-	500	Dimension
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Width))	-	500	Dimension
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections(Thickness))	-	500	Dimension
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Weigth))	-	500	Dimension
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Area of Section))	-	500	Dimension
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Moment of Inertia))	-	500	Dimension
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Moment of Inertia about X-X))	-	500	Dimension
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Moment of Inertia about Y-Y))	-	500	Dimension
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Radius of Gyration))	-	500	Dimension
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Radius of Gyration about X-X))	-	500	Dimension
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections(Radius of Gyration about Y-Y))	-	500	Dimension
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections(Elastic Modulus))	-	500	Dimension
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Elastic Modulus about X-X))	-	500	Dimension
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Elastic Modulus about Y-Y))	-	500	Dimension
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Plastic Modulus))	-	500	Dimension
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Plastic Modulus about X-X))	-	500	Dimension
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections(Plastic Modulus about Y-Y))	-	500	Dimension
Cl. 10.1, 14.1, 18.1(Straightness)	-	500	Dimension
Cl. 10.2, Fig 1(Outside dimension (B))	-	500	Dimension
Cl. 10.2, Fig 1(Outside dimension (H))	-	500	Dimension
Cl. 10.2, Fig 1(Outside dimension (T))	-	500	Dimension
Cl. 10.7, Fig 5(Total twist, V)	-	500	Dimension
Cl. 10.4, Fig 2(Concavity, X1)	-	500	Dimension
Cl. 10.4, Fig 2(Convexity, X2)	-	500	Dimension
Cl. 10.5, Fig 3(Squareness of side)	-	500	Dimension
Cl. 10.6, Fig 4(External Corner Radius)	-	500	Dimension
Cl. 15.2, Table 3(Tensile Strength- IS 1608)	-	7000	Tensile
Cl. 15.2, Table 3(Yield Strength- IS 1608)	-	7000	Tensile
Cl. 15.2, Table 3(Elongation- IS 1608)	-	7000	Tensile
Cl. 14.1(Exact Length)	-	500	Dimension
Cl. 14.1(Random Length)	-	500	Dimension
Cl. 14.1(Weight on individual length)	-	500	Dimension
Cl. 14.1(Weight on lots of 10 tonnes min)	-	500	Dimension
Cl. 18, Note 2(Internal Fin Height (Only for Cold Formed))	-	500	Dimension

18 Dec, 2027

-
-

2287

Kailtech Test and Research Centre Pvt. Ltd., Indore

8125636

IS 5986 (2017)

Hot rolled steel sheet, plate and strip for forming and flanging purposes - Specification (Fourth Revision)

All

9500 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 8(UTM)	-	5000	Tensile
Cl 9(Press)	-	1000	Bend
Cl 10(Sudden Load Applied)	-	5000	Impact
Cl 13(Workmanship)	-	500	Freedom from Defects
Cl 15(Length, Width & Thickness)	-	500	Dimension
7.1(Carbon %)	-	500	Carbon
7.1(Manganese %)	-	500	Manganese
7.1(Phosphorus %)	-	500	Phosphorous
7.1(Sulphur %)	-	500	Sulphur
7.1(Silicon %)	-	500	Silicon
7.1( Copper %)	-	100	Copper
7.1( Aluminium %)	-	500	Aluminium
7.1( Nb)	-	500	Niobium
7.1(V)	-	500	Vanadium
7.1( Ti)	-	500	Titanium
7.1(Cr)	-	500	Chromium
7.1(Mo)	-	500	Molybdenum
7.1(CE)	-	500	Carbon Equivalent
7.1( Nitrogen%)	-	1500	Nitrogen
7.1( Nitrogen%)	-	1500	NItrogen
Cl. 16(Weight)	-	500	Weight
Cl 11(Expansion Test)	-	2000	Expansion Test
Cl. 15(Thickness)	-	500	Dimension
Cl. 15(Width)	-	500	Dimension
Cl. 8.3, Table 6 & 7( Elongation at 5.65√A Gauge length)	-	5000	Elongation
Cl. 8.3, Table 6 & 7(Elongation at 80 mm gauge length)	-	5000	Elonagtion
Cl. 8.3, Table 6 & 7(Elongation at 50 mm gauge length)	-	5000	Elongation
Cl. 8.3, Table 6 & 7(Yield strength)	-	5000	Yield Strength

18 Dec, 2027

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2288

Kailtech Test and Research Centre Pvt. Ltd., Indore

8125636

IS 11513 (2017)

Hot rolled carbon steel strip for cold rolling purposes - Specification (Second Revision)

All

6000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 8(Workmanship)	-	500	Freedom From Defects
Cl 9(Length, Width, Thickness, Crown, Edge Camber & Difference in Thickness Across Width )	-	1000	Dimension
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( Copper %)	-	100	Copper
6.1( Aluminium %)	-	500	Aluminium
6.1( Nb)	-	500	Niobium
6.1(V)	-	500	Vanadium
6.1( Ti)	-	500	Titanium
6.1(Boron)	-	500	Boron
6.1(Microalloying)	-	500	Microalloying
6.1( Nitrogen%)	-	1500	Nitrogen
Cl. 10(Weight)	-	500	Weight
Cl. 9.3(Crown)	-	300	Dimension
Cl.9.3.1(Difference in Thickness)	-	300	Dimension
Cl. 9.5(Edge Camber)	-	300	Dimension
Cl.9(Thickness)	-	300	Dimension
Cl.9(Width)	-	300	Dimension

18 Dec, 2027

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2289

Kailtech Test and Research Centre Pvt. Ltd., Indore

8125636

IS 15622 (2017)

Pressed Ceramic Tiles - Specification (First Revision)

All

40000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6 table 5, i a (Length-IS 13630(pt-1))	-	1000	Dimension
6 table 5,i a (width-IS 13630(pt-1))	-	1000	Dimension
6 table 5, i b (Thickness- IS 13630(pt-1))	-	1000	Dimension
6 table 5, i c(Straigthness of side-IS 13630(pt-1))	-	1000	Dimension
6 table 5, i d(Rectangularity-IS 13630(pt-1))	-	1000	Dimension
6 table 5, i e(Surface flatness-IS 13630(pt-1))	-	1000	Dimension
6 table 5, i f(Surface quality-IS 13630(pt-1))	-	500	Surface Quality
6 table 5, ii a(Water Absorption-IS 13630(pt-2))	-	1000	Water Absorption
6 table 5, ii b(Module of rupture -IS 13630(pt-6))	-	3000	Modulus
6 table 5, ii c(Bending Strength-IS 13630(pt-6))	-	1000	Bending
6 table 5, ii d(Moisture Expension-IS 13630(pt-3))	-	5000	Moisture
6 table 5, ii e(Scratch hardness of surface -IS 13630(pt-13))	-	3000	Scratch
6 table 6, ii g(Coefficient of linear tharmal expansion from ambient temperature to100°C-IS13630(pt-4) )	-	3000	Linear
6 table 5, ii h(Impact resistance-IS 13630(pt-14))	-	3000	Impact
6 table 5, ii g(Thermal shock resistance IS 13630(pt-5))	-	3000	Thermal
6 table 5, ii j(Co-efficient of friction-tiles intended for used on floor )	-	2000	Coeficient of Friction
6 table 5, ii k(Crazing resistance-IS 13630(pt-9))	-	12000	Crazing
6 table 5, ii m(resistance to surface abrasion of glazed Tilles)	-	3000	Resistance to abrasion
6 table 6, i a (Length-IS 13630(pt-1))	-	1000	Dimension
6 table 6, i a (width-IS 13630(pt-1))	-	1000	Dimension
6 table 6, i b (Thickness-IS 13630(pt-1))	-	1000	Dimension
6 table 6, i c(Straigthness of side-IS 13630(pt-1))	-	1000	Dimension
6 table 6, i d(Rectangularity-IS 13630(pt-1))	-	1000	Dimension
6 table 6, i e(Surface flatness-IS 13630(pt-1))	-	1000	Dimension
6 table 6, i f(Surface quality-IS 13630(pt-1))	-	500	Surface Quality
6 table 6, ii a(Water Absorption-IS 13630(pt-2) )	-	1000	Water Absorption
6 table 6, ii b(Module of rupture -IS 13630(pt-6))	-	3000	Modulus
6 table 6, ii c(Bending Strength-IS 13630(pt-6))	-	3000	Bending
6 table 6, ii d(Moisture Expension-IS 13630(pt-3))	-	5000	Moisture
6 table 6, ii e(Scratch hardness of surface-IS 13630(pt-13) )	-	3000	scratch
5 table 6, ii f(Resistance to surface abrasion of glazed Tilles)	-	3000	Abrasion
6 table 6, ii h(Thermal shock resistance-IS13630(pt-5) )	-	3000	Thermal Shock
6 table 6, ii j(Crazing resistance-IS 13630(pt-9))	-	12000	Crazing
6 table 6, ii k(Impact resistance-IS 13630(pt-14))	-	3000	Impact
6 table 6, ii m(Co-efficient of friction-tiles intended for used on floor )	-	2000	Co-efficient of friction
6 table 6, ii n(Forst resistance-IS 13630(pt-10))	-	18000	Frost
6 table 6, ii p(Resistance to deep abrasion of unglazed tiles)	-	3000	Deep Abrasion
6 table 7, i a (Length-IS 13630(pt-1))	-	1000	Dimension
6 table 7, i a (width-IS 13630(pt-1))	-	1000	Dimension
6 table 7, i b (Thickness-IS 13630(pt-1))	-	1000	Dimension
6 table 7, i c(Straigthness of side-IS 13630(pt-1))	-	1000	Dimension
6 table 7, i d(Rectangularity-IS 13630(pt-1))	-	1000	Dimension
6 table 7, i e(Surface flatness-IS 13630(pt-1))	-	1000	Dimension
6 table 7, i f(Surface quality-IS 13630(pt-1))	-	500	Surface Quality
6 table 7, ii a(Water Absorption-IS 13630(pt-2) )	-	1000	Water absorption
6 table 7, ii b(Module of rupture-IS 13630(pt-6) )	-	3000	Modulus
6 table 7, ii c(Bending Strength-IS 13630(pt-6))	-	3000	Bending
6 table 7, ii d(Moisture Expension-IS 13630(pt-3))	-	5000	Moisture
6 table 7, ii e(Scratch hardness of surface-IS 13630(pt-13))	-	3000	Scratch
6 table 7, ii f(Resistance to surface abrasion of glazed Tilles)	-	3000	Surface Abrasion
6 table 7, ii g(Coefficient of linear tharmal expansion from ambient temperature to100°C-IS13630(pt-4) )	-	3000	Linear Expansion
6 table 7, ii h(Thermal shock resistance-IS13630(pt-5) )	-	3000	Thermal Shock
6 table 7, ii j(Crazing resistance-IS 13630(pt-9))	-	12000	Crazing
6 table 7, ii k(Impact resistance-IS 13630(pt-14))	-	3000	Impact
6 table 7, ii m(Co-efficient of friction-tiles intended for used on floor )	-	2000	Co-efficient of friction
6 table 7, ii n(Forst resistance-IS 13630(pt-10))	-	18000	Frost
6 table 7, ii p(Resistance to deep abrasion of unglazed tiles)	-	3000	Deep Abrasion
6 table 8, i a (Length-IS 13630(pt-1))	-	1000	Dimension
6 table 8, i a (width-IS 13630(pt-1))	-	1000	Dimension
6 table 8, i b (Thickness-IS 13630(pt-1))	-	1000	Dimension
6 table 8, i c(Straigthness of side-IS 13630(pt-1))	-	1000	Dimension
6 table 8, i d(Rectangularity-IS 13630(pt-1))	-	1000	Dimension
6 table 8, i e(Surface flatness-IS 13630(pt-1))	-	1000	Dimension
6 table 8, i f(Surface quality-IS 13630(pt-1))	-	500	Surface
6 table 8, ii a(Water Absorption-IS 13630(pt-6) )	-	1000	Water Absoption
6 table 8, ii b(Module of rupture-IS 13630(pt-6) )	-	3000	Modulus
6 table 8, ii c(Bending Strength-IS 13630(pt-6))	-	3000	Bending
6 table 8, ii d(Moisture Expension-IS 13630(pt-3))	-	5000	Moisture
6 table 8, ii e(Scratch hardness of surface-IS 13630(pt-13) )	-	3000	Scratch
6 table 8, ii f(Resistance to surface abrasion of glazed Tilles)	-	3000	Surface Abrasion
6 table 8, ii g(Coefficient of linear tharmal expansion from ambient temperature to100°C-IS 13630(pt-4) )	-	3000	Linear Expansion
6 table 8, ii h(Thermal shock resistance-IS 13630(pt-5) )	-	3000	Thermal Shock
6 table 8, ii j(Crazing resistance-IS 13630(pt-9))	-	12000	Crazing
6 table 8, ii k(Impact resistance-IS 13630(pt-14))	-	3000	impact
6 table 8, ii m(Co-efficient of friction-tiles intended for used on floor )	-	2000	Co-efficient of Friction
6 table 8, ii n(Forst resistance-IS 13630(pt-10))	-	18000	Frost
6 table 8, ii p(Resistance to deep abrasion of unglazed tiles)	-	3000	Deep Abrasion
6 table 8, ii q(Bulk Density-IS13630(pt-2))	-	1000	Bulk Density
6 table 9, i a (Length-IS 13630(pt-1))	-	1000	Dimension
6 table 9, i a (width-IS 13630(pt-1))	-	1000	Dimension
6 table 9, i b (Thickness-IS 13630(pt-1))	-	1000	Dimension
6 table 9, i c(Straigthness of side-IS 13630(pt-1))	-	1000	Dimension
6 table 9, i d(Rectangularity-IS 13630(pt-1))	-	1000	Dimension
6 table 9, i e(Surface flatness-IS 13630(pt-1))	-	1000	Dimension
6 table 9, i f(Surface quality-IS 13630(pt-1))	-	500	Surface
6 table 9, ii a(Water Absorption-IS 13630(pt-6) )	-	1000	Water Absorption
6 table 9, ii c(Bending Strength-IS 13630(pt-6))	-	3000	Bending
6 table 9, ii d(Moisture Expension-IS 13630(pt-3))	-	5000	Moisture
6 table 9, ii f(Resistance to surface abrasion of glazed Tilles)	-	3000	Surface Abrasion
6 table 9, ii g(Coefficient of linear tharmal expansion from ambient temperature to100°C )	-	3000	Linear Exdpansion
6 table 9, ii h(Thermal shock resistance-IS 13630(pt-5))	-	3000	Thermal Shock
6 table 9, ii j(Crazing resistance-IS 13630(pt-9))	-	12000	Crazing
6 table 9, ii k(Impact resistance-IS 13630(pt-14))	-	3000	Impact
6 table 8, ii m(Co-efficient of friction-tiles intended for used on floor )	-	2000	Coefficient of Friction
6 table 9, ii n(Forst resistance-IS 13630(pt-10))	-	18000	Frost
6 table 9, ii p(Resistance to deep abrasion of unglazed tiles)	-	3000	Deep Abrasion
6 table 9, ii q(Bulk Density-)	-	1000	Bulk Density
6 table 5, iii a(Resistance to staining of glazed Tilles-IS 13630(pt-8))	-	2000	Staining
6 table 5, iii b(Resistance to household chemicals and swimming pool water cleansers agents containing hydrofluoric acid and its compound-IS 13630(pt-8))	-	2000	Household
6 table 5, iii c(Resistance to acid and alkalis (with the exception ofhydrofluoric acid and its compounds – Glazed tiles-IS 13630(pt-8))	-	2000	Acids
6 table 6, iii a(Resistance to staining of glazed Tilles)	-	2000	Staining
6 table 6, iii b(Resistance to household chemicals and swimming pool water cleansers agents containing hydrofluoric acid and its compound)	-	2000	Household
6 table 6, iii c(Resistance to acid and alkalis (with the exception of hydrofluoric acid and its compounds – Glazed tiles)	-	2000	Acids
6 table 7, iii a(Resistance to staining of glazed Tilles)	-	2000	Staining
6 table 7, iii b(Resistance to household chemicals and swimming pool water cleansers agents containing hydrofluoric acid and its compound)	-	2000	Household
6 table 7, iii c(Resistance to acid and alkalis (with the exception of hydrofluoric acid and its compounds – Glazed tiles)	-	2000	acids
6 table 8, iii a(Resistance to staining of glazed Tilles)	-	2000	Staining
6 table 8 iii b(Resistance to household chemicals and swimming pool water cleansers agents containing hydrofluoric acid and its compound)	-	2000	Household
6 table 8, iii c(Resistance to acid and alkalis (with the exception of hydrofluoric acid and its compounds – Glazed tiles)	-	2000	Acids
6 table 9, iii a(Resistance to staining )	-	2000	Staining
6 table 9 iii b(Resistance to household chemicals and swimming pool water cleansers agents containing hydrofluoric acid and its compound)	-	2000	Household
6 table 9, iii c(Resistance to acid and alkalis (with the exception of hydrofluoric acid and its compounds – Glazed tiles)	-	2000	Acids
CLAUSE NO. 5.2(Shapes and Sizes)	-	-	-
6.0, Table 5 - 9 & SI No. - 1E(2)(Edge Curveture)	-	-	-
6.0, Table 5 - 9 & SI No. - 1E(3)(Warpage)	-	-	-

18 Dec, 2027

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2290

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
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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

18 Dec, 2027

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2291

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
-

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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-

2292

Kailtech Test and Research Centre Pvt. Ltd., Indore

8125636

IS 16046 : Part 2 (2018)

50000 View breakup
-

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

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2293

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
-

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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2294

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
-

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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2295

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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-

2296

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
-

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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2297

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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-

2298

Kailtech Test and Research Centre Pvt. Ltd., Indore

8125636

IS 712 (1984)

Specification for building limes (Third Revision)

All

12000 View breakup
-

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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2299

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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2300

Kailtech Test and Research Centre Pvt. Ltd., Indore

8125636

IS 11587 (1986)

Specification for structural weather resistant steels

All

15000 View breakup
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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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-

2301

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
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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

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2302

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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2303

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
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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

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-

2304

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

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-

2305

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

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2306

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

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-

2307

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

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-

2308

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
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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

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-

2309

Kailtech Test and Research Centre Pvt. Ltd., Indore

8125636

IS 8041 (1990)

Rapid hardening portland cement - Specific4tion (Second Revision)

All

10000 View breakup
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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

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-

2310

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

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Bureau of Indian Standards

The National Standards Body of India

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