BIS - LIMS (Laboratory Information Management System)

PIONEER TESTING LABORATORY PRIVATE LIMITED

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

9810040186 pioneertestinglabdelhi@gmail.com

Scope List

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154 Results

S.No.

Indian Standard No.

Product

Grade / Type / Size / Designation etc.

Testing Charges (Excl. Of Taxes)

Validity Date

Remark

IS 4026 (2007)

Aluminium ingots, billets and wire bars (Ec Grade) (Fourth Revision)

All Type

3600 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7(Shapes and Sizes)	-	600	-
Clause 8 Table 1(CHEMICAL COMPOSITION 1) Aluminium ,& min)	-	500	-
Clause 8 Table 1(2) Silicon)	-	500	-
Clause 8 Table 1(Chemical Composition 3) Iron)	-	500	-
Clause 8 Table 1(Chemical Composition 4) Copper)	-	500	-
Clause 8 Table 1(Chemical Composition 5) Titanium+ Vanadiun)	-	500	-
Clause 8 Table 1(Chemical Composition 6) Manganese, Zirconium and Chromium)	-	500	-

10 Mar, 2027

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IS 2745 (1983)

Specification for non - Metal helmet for firemen and civil defence personnel (Second Revision)

All Type

17200 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 3(Shell, Protective padding, Retention System & Neck protector)	-	2500	-
Cl 4.1(Size Of Helmet)	-	1000	-
Cl 5( Shell, Protective Padding, Brim, Head band, Chin Strap, Cradle, Neck Protector & Visor)	-	4500	-
Cl 6(Workmanship & Finish)	-	1500	-
Cl 7(Mass)	-	500	-
Cl 9(Shock absorption test, Penitration resistance, Strength of Retention system, Electrical resistance, Water Absorption & Flammability resistance)	-	7200	-
Cl 3(Shell, Protective padding, Retention System & Neck protector)	-	2500	-
Cl 4.1(Size Of Helmet)	-	1000	-
Cl 5( Shell, Protective Padding, Brim, Head band, Chin Strap, Cradle, Neck Protector & Visor)	-	4500	-
Cl 6(Workmanship & Finish)	-	1500	-
Cl 7(Mass)	-	500	-
Cl 9(Shock absorption test, Penitration resistance, Strength of Retention system, Electrical resistance, Water Absorption & Flammability resistance)	-	7200	For BIS samples: 1.5 times of BIS testing charges (10% discount to BIS)

10 Mar, 2027

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IS 9562 (1980)

Specification for non - Metal helmet for police force

All Type

16400 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 3(Shell, Protective padding & Retention System)	-	2500	-
Cl 4.1(Size Of Helmet)	-	1000	-
Cl 5( Shell, Protective Padding, Brim, Head band, Chin Strap, Cradle, Neck Protector & Visor)	-	4500	-
Cl 6(Workmanship & Finish)	-	700	-
Cl 7(Mass)	-	500	-
Cl 9(Shock absorption test, Penitration resistance, Strength of Retention system, Rigidity test, Water Absorption, Flammability resistance & Firing Test)	-	7200	-
Cl 3(Shell, Protective padding & Retention System)	-	2500	-
Cl 4.1(Size Of Helmet)	-	1000	-
Cl 5( Shell, Protective Padding, Brim, Head band, Chin Strap, Cradle, Neck Protector & Visor)	-	4500	-
Cl 6(Workmanship & Finish)	-	700	-
Cl 7(Mass)	-	500	-
Cl 9(Shock absorption test, Penitration resistance, Strength of Retention system, Rigidity test, Water Absorption, Flammability resistance & Firing Test)	-	7200	For BIS samples: 1.5 times of BIS testing charges (10% discount to BIS)

10 Mar, 2027

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Cl 9 (Shock absorption test, Penetration resistance, Strength of Retention system, Rigidity test, Water Absorption, Flammability resistance & Firing Test)

IS 9103 (1999)

Specification for Concrete Admixtures -

All Type

30200 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Clause 9, Table- 2(Dry material content )	-	1000	-
Clause 9, Table- 2(Ash content)	-	750	-
Clause 9, Table- 2(Relative density)	-	750	-
Clause 9, Table- 2(Chloride ion content)	-	1200	-
Clause 9, Table- 2( pH)	-	500	-
Clause 9, Table- 2(Dry material content )	-	1000	-
Clause 9, Table- 2(Ash content)	-	750	-
Clause 9, Table- 2(Relative density)	-	750	-
Clause 9, Table- 2(Chloride ion content)	-	1200	-
Clause 9, Table- 2( pH)	-	500	-
Cl 4, Table 1A(Slump)	-	2500	-
Cl 4, Table 1 B(Flow, Loss of workability on satnding, Minimum compressive strength ( 7 Days,28 Days, 6 Month and 1 Year))	-	5500	-
Cl 4, Table 1A(Water Content, percent of control sample, Max)	-	2000	-
Cl 4, Table 1 B(Flow)	-	5500	-
Cl 4, Table 1A(Time of setting, allowable deviation from control sample hours)	-	3000	-
Cl 4, Table 1A(Compressive strength, percent of control sample, Min)	-	5500	-
Cl 4, Table 1A(Flexural strength, percent of control sample, Min)	-	4000	-
Cl 4, Table 1A(Length change, percent increase over control sample, Max)	-	4000	-
Cl 4, Table 1A(Bleeding, percent increase over control sample, Max)	-	4000	-
Cl 4, Table 1A(Loss of workability)	-	3500	-
Cl 4, Table 1A(Air content (%), Max, over control)	-	2500	-
Cl 4, Table 1 B(Loss of workability on standing)	-	3500	-
Cl 4, Table 1 B(Minimum compressive strength ( 7 Days,28 Days, 6 Month and 1 Year))	-	5500	-
Clause 4, Table 1B, SI no. (iii) (1 year minimum compressive strength, percent of control mix concrete)	-	0	-
Clause 4, Table 1B, SI no. (iii) (6 months minimum compressive strength, percent of control mix concrete)	-	0	-
Clause 4, Table 1B, SI no. (iii) (28 days minimum compressive strength, percent of control mix concrete)	-	0	-
Clause 4, Table 1B, SI no. (iii) (7 days minimum compressive strength, percent of control mix concrete)	-	0	-
Clause 4, Table 1A, SI no. (v) (28 days flexural strength, percent of control sample)	-	0	-
Clause 4, Table 1A, SI no. (v) (7 days flexural strength, percent of control sample)	-	0	-
Clause 4, Table 1A, SI no. (v) (3 days flexural strength, percent of control sample)	-	0	-
Clause 4, Table 1A, SI no. (iv) (1 year compressive strength, percent of control sample)	-	0	-
Clause 4, Table 1A, SI no. (iv) (6 months compressive strength, percent of control sample)	-	0	-
Clause 4, Table 1A, SI no. (iv) (28 days compressive strength, percent of control sample)	-	0	-
Clause 4, Table 1A, SI no. (iv) (7 days compressive strength, percent of control sample)	-	0	-
Clause 4, Table 1A, SI no. (iv) (3 days compressive strength, percent of control sample)	-	0	-
Clause 4, Table 1A, SI no. (iv) (1 day compressive strength, percent of control sample)	-	0	-
Clause 4, Table 1A, SI no. (iii) (Final time of setting allowable deviation from control sample)	-	0	-
Clause 4, Table 1A, SI no. (iii) (Initial time of setting allowable deviation from control sample)	-	0	-
Cl 9 Table 2(Dry material content ( a-For liquid admixture, b- For solid admixture), Ash content, Relative density, Chloride ion content, pH)	-	0	-

10 Mar, 2027

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IS 446 (2017)

Rubber hoses, textile - Reinforced, for compressed air - Specification (Fifth Revision)

All Type

14800 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.3(Cut Lengths)	-	300	-
5.2(Thickness of Cover)	-	300	-
5.2(Thickness of Lining)	-	300	-
5.1, Table-1(Internal Diameter)	-	300	-
7.2, Table 3(Low temperature Flexibility)	-	2000	-
7.2, Table 3(Flexibility at 23°C)	-	1500	-
7.2, Table 3(Ozone Resistance)	-	2500	-
7.2, Table 3(Adhesion between Components- Cover and Reinforcement)	-	1000	-
7.2, Table 3(Adhesion between Components- Reinforcement layers)	-	1000	-
7.2, Table 3(Adhesion between Components- Lining and Reinforcement)	-	1000	-
7.2, Table 3(Minimum Bursting Pressure for type 3)	-	2000	-
7.2, Table 3(Minimum Bursting Pressure for type 2)	-	2000	-
7.2, Table 3(Minimum Bursting Pressure for type 1)	-	2000	-
7.2, Table 3(Change in Diameeter at Maximum working Pressure)	-	2000	-
7.2, Table 3(Change in Length at Maximum working Pressure)	-	2000	-
7.2, Table 3(Proof Pressure at 23°C for type 3)	-	2000	-
7.2, Table 3(Proof Pressure at 23°C for type 2)	-	2000	-
7.2, Table 3(Proof Pressure at 23°C for type 1)	-	2000	-
7.1, Table 2(Resistance to Liquid , Increase in Volume (Class C only)-Cover)	-	750	-
7.1, Table 2(Resistance to Liquid , Increase in Volume (Class C only)-Lining)	-	750	-
7.1, Table 2(Resistance to Liquid , Increase in Volume (Class B only)-Lining)	-	750	-
7.1, Table 2(Accelerated Ageing for all types: Change in Elongation of Cover of its original value)	-	2000	-
7.1, Table 2(Accelerated Ageing for all types: Change in Elongation of Lining of its original value)	-	2000	-
7.1, Table 2(Accelerated Ageing for all types: Change in Tensile Strength of Cover of its original value)	-	2000	-
7.1, Table 2(Accelerated Ageing for all types: Change in Tensile Strength of Lining of its original value)	-	2000	-
7.1, Table 2(Elongation at Break of Cover of all types)	-	1000	-
7.1, Table 2(Elongation at Break of Lining of all types)	-	1000	-
7.1, Table 2(Tensile Strength of Cover)	-	1000	-
7.1, Table 2(Tensile Strength of Lining)	-	1000	-
6, Dimensions(Thickness of Cover of Type 3)	-	300	-
6, Dimensions(Thickness of Cover of Type 2)	-	300	-
6, Dimensions(Thickness of Cover of Type 1)	-	300	-
6, Dimensions(Thickness of Lining of Type 3)	-	300	-
6, Dimensions(Thickness of Lining of Type 2)	-	300	-
6, Dimensions(Thickness of Lining of Type 1)	-	300	-
6, Dimensions(Tolerance on Length)	-	300	-
6, Dimensions(Concentricity)	-	300	-
6, Dimensions(Internal Diameter)	-	300	-
5(Material and Construction)	-	1000	-
Cl 4(Classification)	-	500	-

10 Mar, 2027

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IS 937 (1981)

Specification for Washers For Water Fittings For Fire Fighting Purposes

All Type

9600 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
2.1(Hardness of Rubber before & after Ageing)	-	2000	-
2.1(Elongation at Break before & after Ageing)	-	4500	-
2.1()	-	4500	-
2.1(Acid & Alkali Resistant Test)	-	2500	-
4.1(Size & Dimension)	-	200	-
5.1(Workmanship and Finish)	-	200	-
6.1(Marking)	-	200	-
2.2(Leather - IS 581)	-	0	-

10 Mar, 2027

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IS 291 (1989)

Naval brass rods and sections for machining purposes - Specification (Third Revision)

All Type

6000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl. No.5(CONDITION)	-	200	-
Cl. No.6(FREEDOM FROM DEFECTS)	-	500	-
Cl. No.7.1(Sizes)	-	500	-
Cl. No.7.2(Tolerances)	-	200	-
Cl. No.8, Table no. 1(CHEMICAL COMPOSITION)	-	2400	-
Cl. No.9, Table no. 2(Tensile properties)	-	1500	-
Cl. No.10(MERCUROUS NITRATE TEST)	-	700	-
Cl. No.14(MARKING)	-	200	-

10 Mar, 2027

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IS 6527 (1995)

Stainless steel wire rods - Specification (First Revision)

All Type

11000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 8(Heat Treatment)	-	1000	-
Cl 9(Tensile & Hardness)	-	3000	-
Cl 10(Diameter & Out Of Round)	-	300	-
10 & 10.1, Dia over 20 mm (Out of round)	-	300	-
10 & 10.1, Dia over 20 mm (Size, Tolerance)	-	300	-
10 & 10.1, Dia over 16 mm upto 20 mm (Out of round)	-	300	-
10 & 10.1, Dia over 16 mm upto 20 mm (Size, Tolerance)	-	300	-
10 & 10.1, Dia over 9.5 mm upto 16 mm (Out of round)	-	300	-
10 & 10.1, Dia over 9.5 mm upto 16 mm (Size, Tolerance)	-	300	-
10 & 10.1, Dia- (5.5-9.5 mm)(Out of round)	-	300	-
10 & 10.1, Dia- (5.5-9.5 mm)(Size, Tolerance)	-	300	-
Cl. 9.2 Table 4(Hardness)	-	1500	-
Cl. 9 .1 Table 3(Elongation)	-	1000	-
Cl. 9 .1 Table 3(0.2 % Proof Stress )	-	1000	-
Cl. 6(Freedom from defects)	-	500	-
Cl. 10.1(Out of Round)	-	300	-
7, Table 1of IS:6527 (Designation X10Cr17Mn6Ni4)(Carbon)	-	300	-
7, Table 1of IS:6527 (Designation X10Cr17Mn6Ni4)(Silicon)	-	300	-
7, Table 1of IS:6527 (Designation X10Cr17Mn6Ni4)(Manganese)	-	300	-
7, Table 1of IS:6527 (Designation X10Cr17Mn6Ni4)(Nickel)	-	300	-
7, Table 1of IS:6527 (Designation X10Cr17Mn6Ni4)(Chromium)	-	300	-
7, Table 1of IS:6527 (Designation X10Cr17Mn6Ni4)(Sulphur)	-	300	-
7, Table 1of IS:6527 (Designation X10Cr17Mn6Ni4)(Phosphorous)	-	300	-
7, Table 1of IS:6527 (Designation X10Cr17Mn6Ni4)(Nitrogen)	-	300	-
7, Table 1of IS:6527 (Designation X10Cr17Mn6Ni4)(Copper)	-	300	-
7, Table 1of IS:6527 (Designation X10Cr17Mn6Ni4)(Molybdenum)	-	300	-
7, Table 1of IS:6527 (Designation X10Cr17Mn6Ni4)(Niobium)	-	300	-
7, Table 1of IS:6527 (Designation X10Cr17Mn6Ni4)(Titanium)	-	300	-
13(Corrosion resistance-IS 10461,Part-1 & 2)	-	5000	-
13(Corrosion Resistance - IS 10461)	-	5000	-
15(Marking)	-	200	-

10 Mar, 2027

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IS 1659 (2004)

Block boards - Specification (Fourth Revision)

All Type

7750 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
9.2.6(Spot test - Annexure L)	-	1000	-
9.2.5(Modulus of elasticity - MINIMUM INDIVIDUAL - Annexure K)	-	700	-
9.2.5(Modulus of elasticity - AVERAGE - Annexure K)	-	700	-
9.2.5(Modulus of rupture - MINIMUM INDIVIDUAL - Annexure K)	-	700	-
9.2.5(Modulus of rupture - AVERAGE - Annexure K)	-	700	-
9.2.4(Mycological Test [for MR grade only] - Annexure J)	-	1500	-
9.2.3(Adhesion of Plies - Annexure H)	-	750	-
9.2.2 (Resistance to water - Annexure G, Annexure H [For MR Grade])	-	600	-
9.2.2 (Resistance to water - Annexure G, Annexure H [For BWP grade])	-	600	-
9.2.1(Dimensional Changes caused by humidity Change in local planeness - Annexure F)	-	500	-
9.2.1(Dimensional Changes caused by humidity - Delamination - Annexure F)	-	500	-
9.2.1(Dimensional Changes caused by humidity - Change in thickness - at 40% RH - Annexure F)	-	500	-
9.2.1(Dimensional Changes caused by humidity - Change in Thickness - at 90% RH - Annexure F)	-	500	-
9.2.1(Dimensional Changes caused by humidity - Change in Length - at 40% RH - Annexure F)	-	500	-
9.2.1(Dimensional Changes caused by humidity - Change in Length - at 90% RH - Annexure F)	-	500	-
7.3(Dimensional Requirements - Variation in thickness - Annexure E)	-	200	-
7.3(Dimensional Requirements - Squareness - Annexure D)	-	500	-
7.3(Dimensional Requirements - Edge Straightness - Annexure D)	-	500	-
7.3(Dimensional Requirements - Thickness - Annexure E)	-	200	-
7.3(Dimensional Requirements - Width - 8.1.4)	-	200	-
7.3(Dimensional Requirements - Length - 8.1.4)	-	200	-
8.1.3, 6.3.3, IS 1328(Visual Inspection - Permissible Defects - IS 1328 [test method for DECORATIVE type])	-	200	-
8.1.3, 6.3.3, IS 303(Visual Inspection - Permissible Defects - IS 303 [test method for COMMERCIAL type])	-	200	-
9.2.6 (mechanical)(Spot test - Annexure L)	-	1000	-
cl. 11(marking)	-	200	-

10 Mar, 2027

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IS 1237 (2012)

Cement Concrete Flooring Tiles - Specification

All Type

7200 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 7.1(Length, Breadth, Minimum thickness, Difference in length of side between the longest side and shorterst side, Half tiles, Difference in Thickness between the thickest and thinnest tile, Thickness of wearing layer)	-	1200	-
Cl 12.2(Concavity & Convexity )	-	500	-
Cl 12.3(The Maximum gap between the arms of the square and the edge of the title shall notexceed 2 percent of the length.)	-	500	-
Cl 12.4(Shall not exceed 1 percent of the length of the edge.)	-	500	-
Cl 12.5(Water absorption)	-	1000	-
Cl 12.6(Wet transverse strength )	-	1500	-
Cl 12.7(Resistance to wear)	-	1500	-
Cl 11(Suface Finish)	-	500	-

10 Mar, 2027

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IS 277 (2018)

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

All Type

4600 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 8.1(UTM)	-	1500	-
Cl 8.2(Press)	-	500	-
Cl 10(Galvanising Test)	-	500	-
Cl 12(Workmanship)	-	200	-
Cl 13(Weight)	-	300	-
Cl 14(Length, Width & Thickness)	-	600	-
7.4(Mass of Coating: Single Spot Test)	-	1000	-
7.4(Mass of Coating: Triple Spot Test)	-	1000	-
7.1 & 10.2(Mass of Coating: Single Spot Test)	-	1000	-
7.1 & 10.2(Mass of Coating: Triple Spot Test)	-	1000	-
5.1(phosphorus)	-	300	-
5.1(copper)	-	300	-
5.1(nitrogen)	-	300	-
5.1(micro alloy)	-	300	-
5.1(aluminium)	-	300	-
5.1(silicon )	-	300	-
5.1(manganese)	-	300	-
5.1(sulphur)	-	300	-
5.1(carbon)	-	300	-
Cl. 14 & Cl. 15 (Cl. 14 & Cl 15 (Pitch of Corrugation))	-	200	-
Cl. 14 & Cl. 15 (Cl. 14 & Cl 15 (Depth of Corrugation))	-	200	-
Cl. 14 & Cl. 15 (Cl. 14 & Cl 15 (Number of Corrugation))	-	200	-
Cl. 14 & Cl. 15 (Cl. 14 & Cl 15 (Difference between Diagonal))	-	200	-
Cl. 14 & Cl. 15 (Cl. 14 & Cl. 15 (Thickness))	-	200	-
Cl. 14 (Cl. 14 & Cl 15 (Width))	-	200	-
Cl. 14 (Cl. 14 & Cl 15 (Length))	-	200	-
Cl.12(Freedom from defects)	-	200	-
Cl. 8.1 (Cl. 8.1 (Percentage Elongation ))	-	1000	-
Cl. 8.1 (Cl. 8.1 (Yield Stress))	-	1000	-
Cl. 8.1 (Cl. 8.1 (Tensile Strength))	-	1000	-
cl 5.1, T-1, Note-5, For Microalloying elements(Nb+V+Ti+B)	-	300	-
cl 5.1, T-1, Note-5, For Microalloying elements(B)	-	300	-
cl 5.1, T-1, Note-5, For Microalloying elements(Ti)	-	300	-
cl 5.1, T-1, Note-5, For Microalloying elements(V)	-	300	-
cl 5.1, T-1, Note-5, For Microalloying elements(Nb)	-	300	-
cl 5.1, T-1, Note-4, For Cu bearing quality(Cu)	-	300	-
cl 5.1, T-1, Note-2, When Al-Si killed(Si)	-	300	-
cl 5.1, T-1, Note-2, When Si killed(Si)	-	300	-
cl 5.1, T-1, Note-2, When Al killed(Al)	-	300	-
Cl. 9(Surface roughness)	-	200	-
7.6(Coating finish type)	-	200	-
8.3(Bend test miniral diameter)	-	500	-

10 Mar, 2027

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IS 12818 (2010)

Unplasticized polyvinyl chloride (Pvc - U) screen and casing pipes for bore/tubewells - Specification (Second Revision)

All Type

17750 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
9.6(Vicat Softening Temperature IS 12235 (Part 2).)	-	1500	-
9.5(Tensile Strength IS 12235(Part 13))	-	1500	-
9.4 and Table 14(Resistance to External Blows at 0 ?C IS 12235 (Part 9))	-	1500	-
9.3(Density IS 12235 (Part 14))	-	750	-
9.1( Visual Appearance)	-	500	-
9.2(Internal Diameter)	-	300	-
8.4.1 and Table 13 Fig 3B & 4B(Dimensions of sealing elements)	-	300	-
8.4.1 and Table 13 Fig 3B & 4B(Dimensions of sealing elements)	-	300	-
8.4.1 and Table 13 Fig 3B & 4B(Dimensions of sealing elements)	-	300	-
8.4.1 and Table 13 Fig 3B & 4B(Dimensions of sealing elements)	-	300	-
8.4.1 and Table 13 Fig 3B & 4B(Dimensions of sealing elements)	-	300	-
8.4.1 and Table 13 Fig 3B & 4B(Dimensions of sealing elements)	-	300	-
8.4.1 and Table 13 Fig 3B & 4B(Dimensions of sealing elements)	-	300	-
8.4(Sealing rings - Hardness)	-	1000	-
8.1 to 8.3 and Table 11 &12 Fig 3A & 4A(THREADING OF SCREEN ANDCASING PIPES. IS 554.)	-	300	-
8.1 to 8.3 and Table 11 &12 Fig 3A & 4A(THREADING OF SCREEN ANDCASING PIPES. IS 554.)	-	300	-
7.5 and Table 10 Fig 2A & 2B(Approximate Free Passage Area, in Percent (Mean Value) for Width of Slot (w))	-	300	-
7.5 and Table 10 Fig 2A & 2B(Minimum number of slots on the circumference of the cross-section.)	-	300	-
7.5 and Table 10 Fig 2A & 2B(Summation of slot lengths over internal circumference of the cross- section.)	-	300	-
7.4 Table 8 & 9 Fig 1(Segmental length, l5)	-	300	-
7.4 Table 8 & 9 Fig 1(Segmental length, l4)	-	300	-
7.4 Table 8 & 9 Fig 1(Segmental length, l3)	-	300	-
7.4 Table 8 & 9 Fig 1(Effective length, l2)	-	300	-
7.3.2(Rib height)	-	300	-
7.3.1(No.of Ribs)	-	300	-
7.2 and Table 5, 6 & 7 Fig 1B(Wall thickness, Max)	-	300	-
7.2 and Table 5, 6 & 7 Fig 1B(Wall thickness, Min)	-	300	-
7.2 and Table 5, 6 & 7 Fig 1B(Mean Outer Diameter over Connection)	-	300	-
7.2 and Table 5, 6 & 7 Fig 1B(Outer Diameter at any point, Max)	-	300	-
7.2 and Table 5, 6 & 7 Fig 1B(Outer Diameter at any point , Min)	-	300	-
7.2 and Table 5, 6 & 7 Fig 1B(Mean Outer Diameter of Pipe , Max)	-	300	-
7.2 and Table 5, 6 & 7 Fig 1B(Mean Outer Diameter of Pipe, Min)	-	300	-
7.2 and Table 5, 6 & 7 Fig 1B(Nominal Diameter)	-	300	-
7.2 and Table 5, 6 & 7 Fig 1B(DIMENSIONS - Casing Pipes)	-	300	-
7.1 and Table 1, 2, 3, & 4 Fig 1A & 1B(Wall thickness)	-	300	-
7.1 and Table 1, 2, 3, & 4 Fig 1A & 1B(Mean Outer Diameter over Connection)	-	300	-
7.1 and Table 1, 2, 3, & 4 Fig 1A & 1B(Outer Diameter at any point )	-	300	-
7.1 and Table 1, 2, 3, & 4 Fig 1A & 1B(Mean Outer Diameter of Pipe)	-	300	-
7.1 and Table 1, 2, 3, & 4 Fig 1A & 1B(Nominal Diameter)	-	300	-
4.1.2 (Ref. Cl 11 of IS 4669)(Composition -Sulphated ash content )	-	1200	-
4.1.2 (Ref. Cl 5.1. of IS 4669)(Composition - Loss on heating )	-	500	-
4.1.1 (Ref. 3.4.1. of IS 10151)(Composition - The monomer content (VCM content) in the resin - Annex A ofIS 10151)	-	1500	-
5(COLOUR)	-	200	-
8.4(Sealing elements a. Elastomeric material b. Shore A hardness of sealing Elements )	-	2000	-
8.4(Width b)	-	300	-
8.3.1 & 8.3.2 (Threading of casing pipe (from 100 to 200 DN Table – 11 & Fig. 3A) & (from 250 to 400 DN Table – 12 & Fig. 4A) Outside diameter d1(+0, -0.3) d2 d3 D1 (+0.3, -0) D2 D4 D5 (+0.3, -0) Z h3 (+0, -0.1) H4 (+0, -0.1) )	-	300	-
8.2(Threading of casing pipe As per IS 554 (from 40 to 80mm DN) Number of threads in 25.4mm Pitch (P) Height of thread (h) Major (Gauge Diameter) d Pitch(d2) Minor (d1) External Thread gauge length Nominal No. of turns of thread max min )	-	300	-
7.5.1 7.5.2 (Slot Dimension (Table 10) Fig 2A & 2B a. Minimum number of slot on the circumference b. Σa±5% c. Mean value of approximate free passage area (%) for width of slot (w) d. Tolerance on width of slot (w) e. Width of material between slot (b))	-	300	-
5.0(Colour of Pipes)	-	200	-
9.7(Effect on Water a) Lead (first extraction) b) Lead (Third extraction) c) Dialkyl Tin C4 & higher homologues measured as Tin (Third extraction) d) Cadmium (All three extracts) e) Mercury (All three extracts) f) Other Toxic Substances )	-	7500	-
4.1.2(K-Value as per IS-4669)	-	5000	-
4.1.1 (VCM Content as per IS 10151 (Annex A))	-	2000	-
7.1(Screen Pipes)	-	300	-
11(Marking)	-	200	-
5.1(Materials)	-	10000	-

10 Mar, 2027

-
-

IS 14887 (2014)

Textiles – High density polyethylene (HDPE)/ polypropylene (PP) woven sacks for packaging of 50 kg food grains – Specification (first revision)

All Type

15700 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3.2(Tapes – Width and Thickness ( IS 6192/IS 11197))	-	100	-
3.2(Tapes – Linear Density (IS 6192/IS 11197))	-	100	-
3.2(Tapes – Tenacity (IS 6192/IS 11197))	-	100	-
3.2(Tapes – Elongation at point of rupture (IS 6192/IS 11197))	-	1000	-
3.2(Tapes – Heat Shrinkage (HDPE) (Cl. 3.2 and IS 6192))	-	800	-
3.2(Tapes – Colour Fastness for pigmented tapes (IS 6192/IS 11197))	-	500	-
3.2(Tapes – Dimensional stability (PP) (IS 11197))	-	500	-
3.3.1(Bottom seam (IS 10789))	-	200	-
4.1 and 3.4(Mass of bale (Cl. 4.1), Capacity (Cl 3.4))	-	200	-
4.2 and Table 1 ii(Dimensions )	-	200	-
5.2 and Table 1 iii(Ends per dm )	-	100	-
5.2 and Table 1 iv(Picks per dm )	-	100	-
4.2 and Table 1 v(Mass of sack )	-	500	-
4.2 and Table 1 vi(Average breaking strength of fabric )	-	1000	-
4.2 and Table 1 vi(Breaking strength of bottom seam )	-	1000	-
4.2 and Table 1 viii(Elongation at break of fabric )	-	1000	-
4.2 and Table 1 ix(Average breaking strength and elongation at break of UV stabilized HDPE/PP fabric after been exposed to UV radiation and weathering )	-	8500	-
4.2 and Table 1 x(Ash content )	-	800	-
3.1(Material Identification)	-	3500	-
3.1(Overall Migration)	-	2500	-
3.2(Density)	-	750	-
3.2(MFI)	-	1200	-

10 Mar, 2027

-
-

IS 14252 (2015)

Textiles – High density polyethylene (HDPE)/ polypropylene (PP) woven sack for filling sand – Specification (second revision)

All Type

15400 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3.1(Raw Material)	-	2500	-
3.2(Tapes – Width )	-	100	-
3.2(Tapes – Linear Density )	-	750	-
3.3(Tying Cord)	-	250	-
3.4(Sack)	-	400	-
3.4.1(Seam)	-	250	-
4.1 and Table 1 i a(Dimensions Outside Length)	-	200	-
4.1 and Table 1 i b(Dimensions Outside Width)	-	200	-
4.1 and Table 1 ii(Ends per dm )	-	200	-
4.1 and Table 1 iii(Picks per dm )	-	200	-
4.2 and Table 1 iv(Mass of sack )	-	500	-
4.1 and Table 1 v a(Average breaking strength of fabric Warpway )	-	1000	-
4.1 and Table 1 v b(Average breaking strength of fabric Weftway )	-	1000	-
4.1 and Table 1 vi(Average Breaking strength of bottom seam )	-	1000	-
4.1 and Table 1 vii a(Elongation at break of fabric Lengthwise)	-	1000	-
4.1 and Table 1 vii b(Elongation at break of fabric Widthwise )	-	1000	-
4.1 and Table 1 viii(Average breaking strength and elongation at break of UV stabilized HDPE/PP fabric after been exposed to UV radiation and weathering )	-	8500	-
4.1 and Table 1 ix(Ash content )	-	800	-

10 Mar, 2027

-
-

IS 16208 (2015)

Textiles - High density polyethylene (HDPE)/polypropylene (PP) woven sacks for packaging 10 kg, 15 kg, 20 kg, 25 kg and 30 kg foodgrains - Specification

All TYpe

14800 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3(TYPES)	-	200	-
4.1(Raw Material)	-	2500	-
4.2(Tapes – Width IS 6192 and IS 11197)	-	200	-
4.2(Tapes – Linear Density )	-	700	-
4.2(Construction)	-	200	-
4.3(Sacks)	-	200	-
4.3.1(Bottom Seam)	-	500	-
4.3.1( The two rows of stitches shall be separated from each other)	-	200	-
4.3.1( The outer stitch)	-	200	-
4.3.1( The stitching shall be done with double fold over seam to a depth )	-	500	-
4.3.1(Stitches pass through a minimum of six layers of the fabric. )	-	500	-
4.3.1(The number of stitches/dm)	-	200	-
4.3.2(Mouth)	-	0	-
4.4 and Table 1 i(Capacity)	-	200	-
5.2 and Table 1 ii a(Dimensions Inside Length)	-	200	-
5.2 and Table 1 ii b(Dimensions Inside Width)	-	200	-
5.2 and Table 1 iii(Ends per dm )	-	200	-
5.2 and Table 1 iv(Picks per dm )	-	200	-
5.1 and Table 1 v(Mass of sack )	-	500	-
5.2 and Table 1 vi a(Average breaking strength of fabric Lengthwise )	-	1000	-
5.2 and Table 1 vi b(Average breaking strength of fabric Widthwise )	-	1000	-
5.2 and Table 1 vi(Breaking strength of bottom seam )	-	1000	-
5.2 and Table 1 viii a(Elongation at break of fabric Lengthwise)	-	1000	-
5.2 and Table 1 viii b(Elongation at break of fabric Widthwise )	-	1000	-
5.2 and Table 1 ix(Average breaking strength and elongation at break of UV stabilized HDPE/PP fabric after been exposed to UV radiation and weathering )	-	8500	-
5.2 and Table 1 x(Ash content )	-	800	-

10 Mar, 2027

-
-

IS 2508 (2016)

Polyethylene films and sheets - Specification (Third Revision)

All Type

15650 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.1.1(Appearance)	-	200	-
5.1.2(Film Form)	-	200	-
5.1.3(Odour)	-	500	-
5.1.4(Density, Cl.5 of IS 13360(Part-3/Section-1))	-	750	-
5.1.5(Melt Flow Index. Cl 6, 7 of IS 13360(Part-4/Section-1))	-	1500	-
5.1.6a(Carbon Black Content, Annex-A)	-	1000	-
5.1.6b(Ash Content, Annex-A)	-	750	-
5.1.6c(Carbon Black Dispersion, Cl.16 of IS 2530)	-	1000	-
5.2.2(Tolerance on Thickness, Annex-A)	-	250	-
6.1, Table 1(Tensile strength at break. A) Machine Direction. IS 13360 (Part 5/Sec 1))	-	1000	-
6.1, Table 1(Tensile strength at break. B) Transverse Direction. IS 13360 (Part 5/Sec 3))	-	1000	-
6.1, Table 1(Ageing test at (70-1)c for 7 days , cl 4 IS 7016 )	-	2500	-
6.1, Table 1(Elongation at break ,A) Machine direction .IS 13360(Part-5/sec-1) )	-	1000	-
6.1, Table 1(Elongation at break ,B) Cross-machine direction..IS 13360(Part-5/sec-3) )	-	1000	-
6.1, Table 1(Dartimpact strength Method B of IS 13360 (Part-5/sec-6) )	-	800	-
6.1, Table 1(Tear resistence. A) Machine direction Annex B)	-	2000	-
6.1, Table 1(Tear resistence. B) Transverse direction )	-	2000	-
7.1. Table 2(Tensile strength at break A) Machine direction IS 13360 (Part-5/sec-1) )	-	1000	-
7.1. Table 2(Tensile strength at break,B) Crosse machine direction IS 13360 (Part-5/sec-3) )	-	1000	-
7.1. Table 2(Ageing test at (70-1)c for 7 days , cl 4 IS 7016 )	-	2500	-
7.1. Table 2(Elongation at break , A) Machine direction IS 13360 (Part-5/sec-3) IS 13360 (Part-5/sec-1) )	-	1000	-
7.1. Table 2(Elongation at break , A) Transverse direction IS 13360 (Part-5/sec-3) )	-	1000	-
7.1. Table 2(Dart impact strenght , Method A of IS 3360 (Part-5/sec-6) )	-	800	-
8.1, Table 3(Tensile properties ,A) Yield strenght . IS 3360 (Part-5/sec-1) and IS 3360 (Part-5/sec-3) Test condition- specimen type 5 and test speed 51 mm/min do)	-	1000	-
8.1, Table 3(Tensile properties , B) Break strenght . IS 3360 (Part-5/sec-1) and IS 3360 (Part-5/sec-3) Test condition- specimen type 5 and test speed 51 mm/min do)	-	1000	-
8.1, Table 3(Tensile properties ,C) Yield elongation . IS 3360 (Part-5/sec-1) and IS 3360 (Part-5/sec-3) Test condition- specimen type 5 and test speed 51 mm/min do)	-	1000	-
8.1, Table 3(Tensile properties ,D) Break elongation . IS 3360 (Part-5/sec-1) and IS 3360 (Part-5/sec-3) Test condition- specimen type 5 and test speed 51 mm/min do)	-	1000	-
8.1, Table 3(Tear resistance , Annex B)	-	2000	-
8.1, Table 3(Puncture resistance , Annex C)	-	1500	-
9.1, Table 4(Tensile properties ,A) Yield strenght . IS 3360 (Part-5/sec-1) and IS 3360 (Part-5/sec-3) Test condition- specimen type 5 and test speed 51 mm/min do)	-	1000	-
9.1, Table 4(Tensile properties , B) Break strenght . IS 3360 (Part-5/sec-1) and IS 3360 (Part-5/sec-3) Test condition- specimen type 5 and test speed 51 mm/min do)	-	1000	-
9.1, Table 4(Tensile properties ,C) Yield elongation . IS 3360 (Part-5/sec-1) and IS 3360 (Part-5/sec-3) Test condition- specimen type 5 and test speed 51 mm/min do)	-	1000	-
9.1, Table 4(Tensile properties ,D) Break elongation . IS 3360 (Part-5/sec-1) and IS 3360 (Part-5/sec-3) Test condition- specimen type 5 and test speed 51 mm/min do)	-	1000	-
9.1, Table 4(Tear resistance , Annex B)	-	2000	-
9.1, Table 4(Puncture resistance , Annex C)	-	1500	-
Clause 7.1(Table 2)(Decrease in Tensile Strength after Ageing(Transverse Direction))	-	2500	-
Clause 7.1(Table 2)(Decrease in Tensile Strength after Ageing(Machine Direction))	-	2500	-
Clause 6.1(Table 1)(Decrease in Tensile Strength after Ageing(Transverse Direction))	-	2500	-
Clause 6.1(Table 1)(Decrease in Tensile Strength after Ageing(Machine Direction))	-	2500	-
Clause 5.2.3(Tolerance on Width)	-	250	-
Cl.5.1.6(a)(Carbon Black Content)	-	1000	-
Cl.5.1.6(b)(Ash content)	-	750	-
Cl.5.1.6(c)(Dispersion of Carbon Black)	-	1000	-
5.2.1.1(Nominal Thickness)	-	250	-
5.2.1.2(Nominal width)	-	250	-

10 Mar, 2027

-
-

IS 12701 (1996)

Rotational moulded polyethylene water storage tanks - specification (First Revision)

All Type

18500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4.2.3(Carbon Black Content )	-	1000	-
4.2.3(Carbon Dispersion Test)	-	1000	-
5(Types and Features )	-	500	-
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank)	-	700	-
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank)	-	700	-
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank)	-	700	-
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank)	-	700	-
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank)	-	700	-
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank)	-	700	-
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank)	-	700	-
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank)	-	700	-
5.2 Table 2(Dimensions of Rectangular Loft Tanks)	-	700	-
5.2 Table 2(Dimensions of Rectangular Loft Tanks)	-	700	-
5.2 Table 2(Dimensions of Rectangular Loft Tanks)	-	700	-
5.2 Table 2(Dimensions of Rectangular Loft Tanks)	-	700	-
5.2 Table 2(Dimensions of Rectangular Loft Tanks)	-	700	-
5.2 Table 2(Dimensions of Rectangular Loft Tanks)	-	700	-
5.2 Table 2(Dimensions of Rectangular Loft Tanks)	-	700	-
5.2 Table 2(Dimensions of Rectangular Loft Tanks)	-	700	-
5.3(Types and Features )	-	500	-
5.6(Types and Features )	-	500	-
6.1(Finish)	-	300	-
7.1.1(Resistance to Deformation)	-	2000	-
7.1.2(Resistance to Deformation)	-	2000	-
7.2(Resistance to Impact)	-	2000	-
7.3(Test for Top Load Resistance)	-	2000	-
7.4(Tensile Strength)	-	1500	-
7.5(Flexural Modulus)	-	1500	-
7.6(overall Migration)	-	2500	-
9.2(Man-Hole and Hand-Hole Lids)	-	700	-
9.1(Man-Hole and Hand-Hole Lids)	-	700	-
9.1(Lid Thickness)	-	700	-
7.3(Test for Top Load Resistance)	-	2000	-
5.4(Wall Thickness above effective height)	-	700	-
5.2 Table 2 (7)(Minimum Wall Thickness)	-	700	-
5.1 Table 1 (7)(Minimum Weight of Tank (Without Lid))	-	700	-
4.2.1(Density)	-	1000	-
4.2.2(MFI)	-	1500	-
7.6(overall Migration)	-	2500	-
4.1(MATERIALS)	-	10000	-
10(MARKING)	-	200	-

10 Mar, 2027

-
-

IS 6240 (2008)

Hot rolled steel plate (Up To 6 Mm) sheet and strip for the manufacture of low pressure liquefiable gas cylinders (Fourth Revision)

All Type

14200 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 7(UTM)	-	1500	-
Cl 8(Press)	-	1000	-
Cl 9(Strainage Embrittlement)	-	3500	-
Cl 10(Erichsen Cupping)	-	1500	-
Cl 13(Length, Width & Thickness)	-	600	-
6.1(Carbon %)	-	300	-
6.1(Manganese %)	-	300	-
6.1(Phosphorus %)	-	300	-
6.1(Sulphur %)	-	300	-
6.1(Silicon %)	-	300	-
6.1(Nitrogen%)	-	300	-
6.1( Aluminium %)	-	300	-
Cl. 13(Out of square)	-	200	-
Cl. 13(Flatness)	-	500	-
Cl. 13(Camber)	-	500	-
Cl. 13(Width)	-	200	-
Cl. 13(Thickness)	-	200	-
Cl. 12(Freedom from defects)	-	200	-
Cl. 7.2 Table 3(Elongation)	-	1000	-
Cl. 7.2 Table 3(Yield Stress)	-	1000	-
13(Length - SOP MT-23)	-	200	-
13(Mass)	-	500	-
15(Marking)	-	200	-

10 Mar, 2027

-
-

IS 15647 (2006)

Hot rolled steel narrow width strip for welded tubes and pipes

All Type

10600 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 8(UTM)	-	1500	-
Cl 9(Press)	-	1000	-
Cl 11(Workmanship)	-	500	-
Cl 12(Length, Width & Thickness)	-	600	-
Cl 13(Workmanship)	-	500	-
Cl. 12(Weight)	-	500	-
Cl. 12(Edge Camber)	-	750	-
Cl. 12(Thickness)	-	200	-
Cl. 8.2 Table 3(Elongation)	-	1000	-
Cl. 8.2 Table 3(Yield Stress)	-	1000	-
8(Tensile Strength-IS:1608(P1))	-	1500	-
8(Yield Strength-IS:1608(P1))	-	1000	-
8(Elongation -IS:1608(P1))	-	1000	-
8.0(Bend test IS 1599:1985)	-	1000	-
9.0(Bend Test IS 1599:1985)	-	1000	-
7(Carbon as C - IS:228)	-	300	-
7(Manganese as Mn-IS:228)	-	300	-
7(Sulphur as S- IS:228)	-	300	-
7(Phosphorus as P-IS:228)	-	300	-
7(Aluminium -IS:228)	-	300	-
7(Silicon as S-IS:228)	-	300	-
7(Nitrogen content -IS:228)	-	300	-
7(Chromium IS 8811: 1998)	-	300	-
7(Nickel IS 8811: 1998)	-	300	-
7(Boron IS 8811: 1998)	-	300	-
7(Titanium IS 8811: 1998)	-	300	-
7(Niobium IS 8811: 1998)	-	300	-
7(Vanadium IS 8811: 1998)	-	300	-
7(Copper IS 8811: 1998)	-	300	-
5.2(Molybednum Astime 1086: 2014)	-	300	-
12.0(Dimention IS 1730:1989)	-	600	-

10 Mar, 2027

-
-

IS 2185 : Part 3 (1984)

Concrete Masonry Units Part 3 Autoclaved Cellular Aerated Concrete Blocks

All Type

27500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
8(Physical requirments)	-	0	-
8.2(Physical requirments-Dimensions-Length)	-	500	-
8.2(Physical requirments-Dimensions-Height)	-	500	-
8.2(Physical requirments-Dimensions-Width)	-	500	-
8.3(Physical requirments- Block density)	-	1000	-
8.4(Physical requirments- Compressive strength)	-	4500	-
8.5(Thermal Conductivity)	-	15000	-
8.6( Drying Shrinkage )	-	5500	-
8.4, 9.2 & 11.3(Indivisual Moisture Content)	-	1000	-
8.4, 9.2 & 11.3(Indivisual Bulk density)	-	500	-
8.4, 9.2 & 11.3 & Table 1(Indivisual Compressive strength)	-	2000	-
8.3 & 9.1(Indivisual Moisture Content)	-	1000	-
8.3 & 9.1 Table 1(Indivisual Block Density)	-	1000	-
3.2 & 8.2(Indivisual Height)	-	500	-
3.2 & 8.2(Indivisual Width)	-	500	-
3.2 & 8.2(Indivisual Length)	-	500	-
8.6, 9.4 & 11.5(Grade)	-	500	-
3.4(Special Faces)	-	500	-
3.3(Faces & Arises)	-	500	-
3.1(Shape)	-	500	-
8.1.1(General (Exposed wall construction))	-	500	-
7(SURI'ACE TUTUU AND FINISH)	-	500	-
9.3(Thermal Conductivity)	-	15000	-
15(Marking)	-	500	-

10 Mar, 2027

-
-

IS 2185 : Part 2 (1983)

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

All Type

17500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
8.7(Moisture Movement)	-	2500	-
8.6(Drying shrinkage)	-	5500	-
8.5, Table 1(Water Absorption)	-	1000	-
8.4, Table 1(Compressive strength)	-	4500	-
8.3(Block Density)	-	1000	-
3.2.5(Thickness of Web)	-	500	-
3.2.5(Face Shell Thickness)	-	500	-
3.2(Width)	-	500	-
3.2(Height)	-	500	-
8.1(General)	-	500	-
8.2(Deimension (Length))	-	500	-
8.2(Deimension (Height))	-	500	-
8.2(Deimension (Width))	-	500	-
8.3(Block Density)	-	1000	-
8.4(Compressive Strength)	-	4500	-
8.5(Water Absorption)	-	1000	-
8.6(Drying Shrinkage)	-	5500	-
8.7(Moisture Movement)	-	3000	-

10 Mar, 2027

-
-

IS 2185 : Part 1 (2005)

Concrete masonry units - Specification: Part 1 hollow and solid concrete blocks (Third Revision)

All Type

18500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
9.1(PHYSICAL REQUIREMENTS-General)	-	1000	-
9.2 & 4.2(PHYSICAL REQUIREMENTS-Nominal Dimensions 1.Length 2.Hight 3. Width)	-	1000	-
9.2 & 4.2.3(Nominal Dimensions-variation in the length of units )	-	1000	-
9.2 & 4.2.3(Nominal Dimensions -variation in height and width of units )	-	1000	-
9.2 & 4.2.4, Table-1(Nominal Dimensions-thickness of the face shell)	-	1000	-
9.2 & 4.2.4, Table-1(Nominal Dimensions-thickness of the Web shell)	-	1000	-
9.3 & 5.1 & 5.2 Table 2(PHYSICAL REQUIREMENTS-Blocks Density - 1.Hollow (Open and Closed Cavity) Concrete Block- Grade Aor Grade B 2.Solid Concrete Block — Grade C)	-	1000	-
9.4- Table 2(PHYSICAL REQUIREMENTS - Compressive Strength 1.Minimum Average Compressive Strength of Units 2.Minimum Average Compressive Strength of Individual Unit)	-	4500	-
9.5(PHYSICAL REQUIREMENTS -Water Absorption)	-	2000	-
9.6(PHYSICAL REQUIREMENTS -Drying Shrinkage)	-	5500	-
9.7(PHYSICAL REQUIREMENTS -Moisture Movement)	-	2500	-
15(Marking)	-	500	-

10 Mar, 2027

-
-

IS 12894 (2002)

Pulverized fuel ash - Lime bricks - Specification

All Type

7800 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3.1(General Requirements)	-	200	-
3.2(General Requirements)	-	200	-
3.3(General Requirements)	-	200	-
3.4(General Requirements)	-	200	-
3.5(General Requirements)	-	200	-
5.1(Dimensions)	-	600	-
7.1, Table -1(Average Wet Compressive Strength)	-	1500	-
7.2(Drying Shrinkage)	-	3500	-
7.3(Efflorescence Test)	-	1000	-
7.4(Water Absorption)	-	1000	-
5.2(Tolerance)	-	200	-
9(Marking)	-	200	-

10 Mar, 2027

-
-

IS 12592 (2002)

Precast concrete manhole cover and frame - Specification (First Revision)

All Type

13500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3(Grade)	-	500	-
3(Type/Shape of Cover)	-	200	-
4.4(Reinforcement)	-	200	-
4.4(Reinforcement)	-	200	-
4.5(Steel Fibres - Diameter / equivalent diameterofsteel tibres)	-	200	-
4.5(Steel Fibres - The aspect ratio of the tibres)	-	1500	-
5.2 and Table 1(Dimensions of Frame - A)	-	500	-
5.2 and Table 1(Dimensions of Frame - B)	-	500	-
5.2 and Table 1(Dimensions of Frame - C)	-	500	-
5.2 and Table 1(Dimensions of Frame - D)	-	500	-
5.2 and Table 1(Dimensions of Frame - E)	-	500	-
5.2 and Table 1(Dimensions of Frame - F)	-	500	-
5.2(Dimensions of cover- Diameter)	-	500	-
5.2(Clearance at top between the frame and the cover all round the periphery)	-	500	-
5.2(Top surface ofthe frame and cover is in level)	-	500	-
5.2(Suitable taper matching with taper given for the frame shall be provided to the periphery of the cover)	-	500	-
5.2 and Fig 1(Clear cover to reinforcement)	-	500	-
5.2 and Fig 1(Distance of housing from the edge)	-	500	-
7.4.1(Edge Protection and Finishing - Frame)	-	500	-
7.4.2(Edge Protection and Finishing - Cover)	-	500	-
8(LIFTING HOOKS)	-	500	-
9.1(General)	-	500	-
9.3 and Table and Annex C(Load Test)	-	8000	-
Clause No. 5.2, Figure 1(Typical Illustration of circular precast concrete manhole cover)	-	500	-
Clause No. 9.3 Annex C(Adhesion between concrete and reinforcing steel)	-	500	-
Clause No. 9.3 Annex C(Cracks at bottom side of the cover )	-	500	-
Clause No. 9.3 Annex C(Permanent set of cover)	-	500	-
Clause No. 9.3, 12.3 & C-1.1, Table No. 2(2/3rd of Test Load)	-	8000	-
Clause No. 9.3, 12.3 & C-1.1, Table No. 2(Test Load)	-	8000	-
Clause No. 8(Lifting Device)	-	500	-
Clause No. 8(Lifting Hooks (Diameter of MS rod))	-	500	-
Clause No. 7.4.4(Compatitbilty of Seating of cover and frame)	-	500	-
Clause No. 7.4.2(Edge protection and finishing of cover (Thikness of MS sheet))	-	500	-
Clause No. 7.4.2(Edge protection and finishing of cover (Cover finish of top surface))	-	500	-
Clause No. 7.4.1(Edge protection and finishing of frame (Steel connectors))	-	500	-
Clause No. 7.4.1(Edge protection and finishing of frame (Size of mild steel flat))	-	500	-
Clause No. 6(Design)	-	0	-

10 Mar, 2027

-
-

IS 6603 (2001)

Stainless steel bars and flats - Specification (First Revision)

All type

16300 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl. 7.1, 7.2, 7.3 & 13.1 Table 1(Carbon -Established instrumental/ chemical method as agreed to between purchaser and the manufacturer.)	-	300	-
Cl. 7.1, 7.2, 7.3 & 13.1 Table 1(Silicon- Established instrumental/ chemical method as agreed to between purchaser and the manufacturer.)	-	300	-
Cl. 7.1, 7.2, 7.3 & 13.1 Table 1(Manganese- Established instrumental/ chemical method as agreed to between purchaser and the manufacturer.)	-	300	-
Cl. 7.1, 7.2, 7.3 & 13.1 Table 1(Nickel -Established instrumental/ chemical method as agreed to between purchaser and the manufacturer.)	-	300	-
Cl. 7.1, 7.2, 7.3 & 13.1 Table 1(Chromium- Established instrumental/ chemical method as agreed to between purchaser and the manufacturer.)	-	300	-
Cl. 7.1, 7.2, 7.3 & 13.1 Table 1(Molybdenum- Established instrumental/ chemical method as agreed to between purchaser and the manufacturer.)	-	300	-
Cl. 7.1, 7.2, 7.3 & 13.1 Table 1(Titanium- Established instrumental/ chemical method as agreed to between purchaser and the manufacturer.)	-	300	-
Cl. 7.1, 7.2, 7.3 & 13.1 Table 1(Niobium- Established instrumental/ chemical method as agreed to between purchaser and the manufacturer.)	-	300	-
Cl. 7.1, 7.2, 7.3 & 13.1 Table 1(Sulphur- Established instrumental/ chemical method as agreed to between purchaser and the manufacturer.)	-	300	-
Cl. 7.1, 7.2, 7.3 & 13.1 Table 1(Phosphorus- Established instrumental/ chemical method as agreed to between purchaser and the manufacturer.)	-	300	-
Cl. 7.1, 7.2, 7.3 & 13.1 Table 1(Others (Nitrogen)- Established instrumental/ chemical method as agreed to between purchaser and the manufacturer.)	-	300	-
Cl.14.1(Corrosion Resistance- IS 10461(Part1))	-	2500	-
Cl.14.1(Corrosion Resistance- IS 10461(Part2))	-	2500	-
6(Freedom from defects:)	-	300	-
9.1, Table 3(0.2 Percent Proof Stress, MPa)	-	1000	-
9.2, Table 3(Tensile Strength, MPa)	-	1500	-
9.3, Table 3(Elongation ,Percent)	-	1000	-
9.4, Table 3(Annealed Hardness, HB-IS 1500: Pt 1)	-	1800	-
9.5, Table 3(Charpy Impact Test, J-IS 1499)	-	1500	-
12(Dimensions & Tolerances, mm-IS 6603)	-	200	-
12(Diameter, mm)	-	200	-
12(Out of Round , mm)	-	200	-
12(Length , mm)	-	200	-
12(Variation in Straightness)	-	300	-
Cl. 12 Table 9, 11 & 13 (Square Size)	-	300	-
Cl. 12 Table 11,13 & 14(Thickness of Flat)	-	200	-
Cl. 12 Table 11,13 & 14(Width of Flat)	-	200	-
Cl. 12 Table 10 & 13(Hexagonal Size)	-	200	-
Cl. 12 Table 9(Out of Square)	-	200	-
Cl. 12 Table 10(Maximum Differences in Three Measurements for Hexagons)	-	500	-
Cl. 9.3 Table 3(Bend Test)	-	700	-
9.4(Annealed Hardness)	-	1500	-
Cl 9.1/Table-3(0.2% proof stress/Yield stress)	-	1000	-
Cl 9.1/Table-3(Tensile strength)	-	1500	-
Cl 9.1/Table-3(Elongation)	-	1000	-
15(Marking)	-	200	-

10 Mar, 2027

-
-

IS 1489 : Part 2 (2015)

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

All type

10500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6 - Table - 1 i(Insoluble residue - Cl 7.4 of IS 4032:1985)	-	600	-
6 - Table - 1 ii(Magnesia - Cl 7.2 of IS 4032:1985)	-	600	-
6 - Table - 1 iii(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 7.3 of IS 4032:1985)	-	600	-
6 - Table - 1 iv(Loss on ignition - Cl 7.1 of IS 4032:1985)	-	600	-
6 - Table - 1 v(Chloride content - Cl 4.13 of IS 4032:1985)	-	600	-
6 - Table - 1 vi( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985)	-	600	-
7 -Table 2- i(Fineness 4031 Part 2)	-	500	-
7 -Table 2- ii- a(Expansion by Le Chatelier- 4031 Part 3)	-	500	-
7 -Table 2- ii- a(Expansion after aeration - 4031 Part 3)	-	500	-
7 -Table 2- ii- b(Expansion by Autoclave- 4031 Part 3)	-	500	-
7 -Table 2- iii- a(Setting Time Initial- 4031 Part 5)	-	500	-
7 -Table 2-iii- b(Setting Time Final- 4031 Part 5)	-	500	-
7 -Table 2- iv- a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	400	-
7 -Table 2- iv- b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	600	-
7 -Table 2- iv- c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	800	-
7 -Table 2- v(Transverse Strength - IS 4031 Part 8 (Optional))	-	1200	-
7 -Table 2- vi(Drying Shrinkage- IS 4031 Part 10)	-	1500	-

10 Mar, 2027

-
-

IS 2202 : Part 1 (1999)

Wooden flush door shutters (Solid Core Type) - Specification: Part 1 plywood face panels (Sixth Revision)

All type

20500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
11.15(Screw Withdrawal Strength - IS 4020 (Pt-16))	-	1000	-
11.15(Screw Withdrawal Resistance test - IS 4020 (Pt-16))	-	1000	-
11.14(Glue Adhesion Test - IS 4020(Pt-15))	-	1200	-
11.13(Knife Test - IS 4020(Pt-14))	-	1000	-
11.12(End Immersion Test - IS 4020(Pt-13))	-	1500	-
11.11(The recovery of the original size after subjecting the door to high and low humidity- IS 4020(Pt-12))	-	2000	-
11.11(Maximum departure from the general planeness - IS 4020(Pt-12))	-	2000	-
11.11(Varying Humidity Test - IS 4020(Pt-12))	-	2000	-
11.1(Misuse Test - IS 4020(Pt-11))	-	2500	-
11.9(Slamming Test - IS 4020(Pt-10))	-	1500	-
11.8(Residual deformation after 15 minutes of unloading - IS 4020(Pt-9))	-	1000	-
11.8(Initial deflection - IS 4020(Pt-9))	-	1000	-
11.8(Buckling Test - IS 4020(Pt-9))	-	1000	-
11.7(Shock Resistance Test -IS 4020(Pt-8))	-	2000	-
11.7(Shock Resistance Test -IS 4020(Pt-8))	-	2000	-
11.6(Residual lateral buckling - IS 4020(Pt-7))	-	750	-
11.6(Lateral buckling during loading - IS 4020(Pt-7))	-	750	-
11.6(Residual deflection after removal of load - IS 4020(Pt-7))	-	750	-
11.6(Deflection of the edge at maximum load - IS 4020(Pt-7))	-	750	-
11.5(Residual deflection - IS 4020(Pt-6))	-	1250	-
11.4(Depth of indentation - IS 4020(Pt-5))	-	1250	-
11.4(Impact Indentation Test - IS 4020(Pt-5))	-	1250	-
11.3(Depth of deviation - IS 4020(Pt-4))	-	400	-
11.2( Twist, cupping & wrapping - IS 4020 (Pt-3))	-	400	-
11.1( Squareness Test - IS 4020 (Pt-2))	-	300	-
11.1(Variation in thickness - IS 4020 (Pt-2))	-	200	-
11.1(Thickness - IS 4020 (Pt-2))	-	200	-
11.1(Width- IS 4020 (Pt-2))	-	200	-
11.1(Height - IS 4020 (Pt-2))	-	200	-
9.3(Workmanship & finish - IS 2202(Pt-1))	-	200	-
9.2(Workmanship & finish - IS 2202(Pt-1))	-	200	-
6.2(Plywood)	-	0	-
6.3(Cross-Band)	-	0	-
6.4(Cross-Bands)	-	0	-
6.7(Particle Board)	-	0	-
6.8(Medium Density Fibre (MDF) Board)	-	0	-

10 Mar, 2027

-
-

IS 1239 : Part 2 (2011)

Steel tubes, tubulars and other steel fittings - Specification: Part 2 steel pipe fittings (Fifth Revision)

All Type

12500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7.1(Chemical Composition - Sulphur - Laddle Analysis IS 228)	-	300	-
7.1(Chemical Composition - Phosphorus - Laddle Analysis IS 228)	-	300	-
8.1-Table 1( DIMENSIONS OF TUBULARS-Pieces )	-	400	-
8.1-Table 1( DIMENSIONS OF TUBULARS-Pieces-Approximate Standard Length(A) )	-	400	-
8.2-Table-2( DIMENSIONS OF TUBULARS-Nipples )	-	400	-
8.2-Table-2( DIMENSIONS OF TUBULARS-Nipples-A )	-	400	-
8.2-Table-2( DIMENSIONS OF TUBULARS-Nipples-B )	-	400	-
8.2-Table-2( DIMENSIONS OF TUBULARS-Nipples-C )	-	400	-
8.3.1-Table 3(DIMENSIONS OF TUBULARS-Longscrews (Connectors))	-	400	-
8.3.1-Table 3(DIMENSIONS OF TUBULARS-Longscrews (Connectors)-A)	-	400	-
8.3.1-Table 3(DIMENSIONS OF TUBULARS-Longscrews (Connectors)-B)	-	400	-
8.3.1-Table 3(DIMENSIONS OF TUBULARS-Longscrews (Connectors)-C)	-	400	-
8.3.2(DIMENSIONS OF TUBULARS-Longscrews (Connectors))	-	400	-
8.3.2(DIMENSIONS OF TUBULARS-Longscrews (Connectors)-The face of the back nut angle)	-	400	-
8.4.1 -Table 4(Bends and springs)	-	1000	-
8.4.1 -Table 4(Bends and springs-A)	-	1000	-
8.4.1 -Table 4(Bends and springs-B)	-	1000	-
8.4.1 -Table 4(Bends and springs-R)	-	1000	-
8.4.1 -Table 4(Bends and springs-C)	-	1000	-
8.4.1 -Table 4(Bends and springs-E)	-	1000	-
8.5-Table 5( Return Bends)	-	1000	-
8.5-Table 5( Return Bends-A)	-	1000	-
8.5-Table 5( Return Bends-B)	-	1000	-
8.6 -Table 6(Sockets)	-	500	-
8.6 -Table 6(Sockets-A)	-	500	-
8.6 -Table 6(Sockets-B)	-	500	-
8.6 -Table 6(Maximum Inside Diameter of Internal Parallel Thread)	-	500	-
9(DIMENSIONS OF STEEL FITTINGS (OTHER THAN TUBULARS))	-	500	-
9.1-Table 7(Dimensions of Screwed Ends of Fittings-D )	-	500	-
9.1-Table 7(Dimensions of Screwed Ends of Fittings-E )	-	500	-
9.1-Table 7(Dimensions of Screwed Ends of Fittings-d )	-	500	-
9.1-Table 7(Dimensions of Screwed Ends of Fittings-Taper )	-	500	-
9.1-Table 8 (Dimensions of Elbows, Tees and Crosses, Equal-A)	-	500	-
9.1-Table 9 (Dimensions of Elbows Reducing-A)	-	500	-
9.1-Table 9 (Dimensions of Elbows Reducing-B)	-	500	-
9.1-Table 10 (Dimensions of Tees, Reducing (on the Branch)-A)	-	500	-
9.1-Table 10 (Dimensions of Tees, Reducing (on the Branch)-B)	-	500	-
9.1-Table 11 (Dimensions of Tees, Reducing (on the Run and Branch, or on the Run Only)-A)	-	500	-
9.1-Table 11 (Dimensions of Tees, Reducing (on the Run and Branch, or on the Run Only)-B)	-	500	-
9.1-Table 12(Dimensions of Tees (Increasing on the Branch)-A)	-	500	-
9.1-Table 12(Dimensions of Tees (Increasing on the Branch)-B)	-	500	-
9.1-Table 13( Dimensions of Crosses, Reducing-A)	-	500	-
9.1-Table 13( Dimensions of Crosses, Reducing-B)	-	500	-
9.1-Table 14( Elbows, Tees and Crosses, Side Outlet, Equal-A)	-	500	-
9.1-Table 14( Elbows, Tees and Crosses, Side Outlet, Equal-B)	-	500	-
9.1-Table 15( Dimensions of Elbows, Round, Male and Female, Equal-A)	-	500	-
9.1-Table 15( Dimensions of Elbows, Round, Male and Female, Equal-B)	-	500	-
9.1-Table 15( Dimensions of Elbows, Round, Male and Female, Equal-Minimum Bore of Male End)	-	500	-
9.1-Table 15( Dimensions of Elbows, Round, Male and Female, Equal-Maximum Bore of Male End)	-	500	-
9.1-Table 16( Dimensions of Elbows, Equal, 135°-A)	-	500	-
9.1-Table 17 (Dimensions of Y-Pieces, Female, Equal-A)	-	500	-
9.1-Table 18 (Dimensions of Socket, Reducing-A)	-	500	-
9.1-Table 19 (Dimensions of Caps-A)	-	500	-
9.1-Table 19 (Dimensions of Caps-T)	-	500	-
9.1-Table 20(Dimensions of Plug-Minimum Length of Thread for Basic Gauge)	-	500	-
9.1-Table 20(Dimensions of Plug-Minimum Length of Thread for Basic Gauge-S)	-	500	-
9.1-Table 20(Dimensions of Plug-Minimum Length of Thread for Basic Gauge-H)	-	500	-
9.1-Table 20(Dimensions of Plug-Minimum Length of Thread for Basic Gauge-D)	-	500	-
9.1-Table 20(Dimensions of Plug-Minimum Length of Thread for Basic Gauge-K)	-	500	-
9.1-Table 21 (Dimensions of Elbows, Tees and Crosses, Male, Equal-A)	-	500	-
9.1-Table 22(Dimensions of Y-Pieces and Angle Tees, Male, Equal-A )	-	500	-
9.1-Table 22(Dimensions of Y-Pieces and Angle Tees, Male, Equal-B )	-	500	-
9.1-Table 23( Dimensions of Twin Elbows and Sweep Tees, Male, Equal-A)	-	500	-
9.1-Table 23( Dimensions of Twin Elbows and Sweep Tees, Male, Equal-B)	-	500	-
9.1-Table 24(Dimensions of Socket Unions-A )	-	500	-
9.1-Table 25 (Dimensions of Pipe Unions-A)	-	500	-
9.1-Table 26 (Dimensions of Union Bends-A )	-	500	-
9.1-Table 27 (Dimensions of Hexagon Bushes-L)	-	500	-
9.1-Table 27 (Dimensions of Hexagon Bushes-T)	-	500	-
9.1-Table 27 (Dimensions of Hexagon Bushes-A)	-	500	-
9.1-Table 27 (Dimensions of Hexagon Bushes-B)	-	500	-
9.1-Table 28 (Dimensions of Nipples, Hexagon, Equal-L)	-	500	-
9.1-Table 28 (Dimensions of Nipples, Hexagon, Equal-T)	-	500	-
9.1-Table 28 (Dimensions of Nipples, Hexagon, Equal-C)	-	500	-
9.1-Table 28 (Dimensions of Nipples, Hexagon, Equal-B)	-	500	-
11.1(a)(Internal hydraulic Pressure Test)	-	2500	-
11.1(a)(Internal Air Pressure Test)	-	2500	-
14(WORKMANSHIP)	-	500	-
13 and as per IS 4736(UNIFORMITY OF ZINC COATING)	-	1500	-
13 and as per IS 4736(MASS OF ZINC COATING)	-	1500	-
Clause 13.1.3 (Adhesion Test)	-	2000	-
Clause 10(Joints )	-	1000	-
Clause 9.2.3 (Threads tolerance )	-	500	-
Clause 9.1, Table- 27(Normal Size (Internal Threads) (Dimensions of Hexagon Bushes) )	-	500	-
Clause 9.1, Table- 27(Normal Size (External Threads) (Dimensions of Hexagon Bushes) )	-	500	-
Clause 8.3.3(Parallel threads )	-	500	-
Clause 9.2.2 (Tolerance for alignment of threads )	-	500	-
14(WORKMANSHIP)	-	500	-
14(WORKMANSHIP)	-	500	-
11.2.2 (Taper Screw Plug Test)	-	500	-
11.2.1( Drift Expanding Test)	-	500	-
9.1-Table 28 (Dimensions of Nipples, Hexagon, Equal-A)	-	500	-
9.1-Table 26 (Dimensions of Union Bends-B )	-	500	-
8.4.1 -Table 4(Bends and springs-D)	-	1000	For BIS samples: 1.5 times of BIS testing charges (10% discount to BIS)

10 Mar, 2027

-
-

IS 6912 (2005)

Copper and copper alloys forging stock and forging - Specification (Second Revision)

All Type

6800 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl. No.4(SUPPLY OF MATERIAL)	-	0	-
Cl. No.6(Freedom from defects)	-	500	-
Cl. No.7, Table no. 1("DIMENSIONS AND TOLERANCES ")	-	600	-
Cl. No.8.1, Table no.2(i)(Electrolytic tough pitch through copper)	-	5100	-
Cl. No.8.1, Table no.2(ii)(Fire refined high conductivity copper)	-	5100	-
Cl. No.8.1, Table no.2(iii)(Phosporus deoxidised arsenical copper)	-	5100	-
Cl. No.8.1, Table no.3(Chemical Composition and Mechanical Properties of Brasses)	-	5100	-
Cl.no.8.1, Table no. 4(Chemical Composition and Mechanical Properties of Bronzes)	-	5100	-
Cl.no.9(Mechanical properties)	-	1500	-
Cl.no.10(Forgability Test)	-	0	-
Cl. No. 11(Mercurous Nitrate Test (For Forgings))	-	1000	-
Cl. No.15(Marking)	-	200	-

10 Mar, 2027

-
-

IS 1079 (2017)

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

All type

6750 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 8(UTM)	-	1500	-
Cl 9(Press)	-	600	-
Cl 10(Die Press)	-	600	-
Cl 12(Workmanship)	-	200	-
Cl 13(Length, Width & Thickness)	-	600	-
6.1(Carbon %)	-	300	-
6.1(Manganese %)	-	300	-
6.1(Phosphorus %)	-	300	-
6.1(Sulphur %)	-	300	-
6.1(Silicon %)	-	300	-
6.1( Copper %)	-	300	-
6.1( Aluminium %)	-	300	-
6.1( Nb)	-	300	-
6.1(V)	-	300	-
6.1( Ti)	-	300	-
6.1(Cr)	-	300	-
6.1(Mo)	-	300	-
6.1(Ni)	-	300	-
6.1( Nitrogen%)	-	300	-
6.1(Microalloying)	-	1500	-
Cl.13(Out of square)	-	300	-
Cl.13(Flatness)	-	500	-
Cl.13(Camber)	-	500	-
Cl.13(Width)	-	200	-
Cl.13(Thickness)	-	200	-
Cl. 8.3, Cl. 8.3.1 Table 5 and Table 6(Percentage Elongation After Fracture at 5.65√A Gauge length)	-	1000	-
Cl. 8.3, Cl. 8.3.1 Table 5 and Table 6(Percentage Elongation After Fracture at 80 mm Gauge length)	-	1000	-
Cl. 8.3, Cl. 8.3.1 Table 5 and Table 6(Percentage Elongation After Fracture at 50 mm Gauge length)	-	1000	-
Cl. 8.3, Cl. 8.3.1 Table 6(0.2% Proof Stress/Yield Stress)	-	1000	-
14(Calculation of weight)	-	300	-
8, Table 5 & 6(Tensile Strength)	-	1500	-
Clause 13(Length)	-	200	-

10 Mar, 2027

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Bureau of Indian Standards

The National Standards Body of India

PIONEER TESTING LABORATORY PRIVATE LIMITED

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

9810040186 pioneertestinglabdelhi@gmail.com

Scope List