BIS - LIMS (Laboratory Information Management System)

National Test House (NR) - NTH, Ghaziabad

Kamla Nehru Nagar,Ghaziabad, Ghaziabad, Ghaziabad, Uttar Pradesh, 201002

9999472699 director-gzb@nth.gov.in

Scope List

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76 Results

S.No.

Indian Standard No.

Product

Grade / Type / Size / Designation etc.

Testing Charges (Excl. Of Taxes)

Validity Date

Remark

IS 5206 (1983)

Specification for covered electrodes for manual metal arc welding of stainless steel and other similar high alloy steels (First Revision)

16500 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.1(Size (Diameter))	-	500	-
5.3(Length)	-	500	-
6.1(Bare length-Contact End,)	-	500	-
6.2(Bare Length-Arc Striking End)	-	500	-
6.2(Bare Length Qualitative)	-	500	-
6.3(Concentricity)	-	500	-
Table 1 , Clause 9.1 , Clause 1.1 , Clause 8.1(Carbon)	-	500	-
Table 1 , Clause 9.1 , Clause 1.1 , Clause 8.1(Chromium)	-	500	-
Table 1 , Clause 9.1 , Clause 1.1 , Clause 8.1(Nickel)	-	500	-
Table 1 , Clause 9.1 , Clause 1.1 , Clause 8.1(Molybdenum)	-	500	-
Table 1 , Clause 9.1 , Clause 1.1 , Clause 8.1(Neobium)	-	500	-
Table 1 , Clause 9.1 , Clause 1.1 , Clause 8.1(Manganese)	-	500	-
Table 1 , Clause 9.1 , Clause 1.1 , Clause 8.1(Phosphorus)	-	500	-
Table 1 , Clause 9.1 , Clause 1.1 , Clause 8.1(Sulphur)	-	500	-
Table 1 , Clause 9.1 , Clause 1.1 , Clause 8.1(Copper)	-	500	-
Table 1 , Clause 9.1 , Clause 1.1 , Clause 8.1(Silicon)	-	500	-
8.2(Weld Tensile test)	-	2000	-
8.2(Percentage Elongation)	-	500	-
8.2.4(Sample preparation)	-	5000	-
8.3(Fillet weld test)	-	1200	-
8.3.3(Macro examination)	-	2000	-

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IS 5557 : Part 2 (2018)

All rubber gum boots and ankle boots: Part 2 occupational purposes

30000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
3.1(CLASSIFICATION)	-	100	-
3.2(compact insole)	-	100	-
3.3(compact insole)	-	100	-
3.4(compact Outsole/heel)	-	0	-
3.5(Description lining material)	-	0	-
3.6(description occupatioanl footwear)	-	0	-
3.7(Ruber material)	-	0	-
4(Type & varity)	-	0	-
5(Design)	-	0	-
6(size & fitting)	-	0	-
7.1(lining material)	-	0	-
7.1.1(Tear strength)	-	500	-
7.1.2(Abrasion resistance)	-	2000	-
7.2(Coated bindind material)	-	2000	-
7.3(Thread for upper closing)	-	1000	-
7.3(Thread for upper closing - sulphur test)	-	1000	-
7.4(Use of rubber)	-	100	-
7.4.1(Physical requirement of rubber component)	-	1000	-
7.5(observation of Upper)	-	100	-
7.5.1(Tensile)	-	2000	-
7.5.2(Thickness)	-	500	-
7.5.3(Flexing Resistance)	-	2000	-
7.6(Outsole/Heel)	-	500	-
7.6.1(Out sole thickness)	-	500	-
7.6.2(out sole tear strength)	-	1000	-
7.6.3(out sole abrasion)	-	1000	-
7.6.4(out sole flexing)	-	1000	-
7.6.5(Interlayer bond strength)	-	1000	-
7.7(INSOCK Visual)	-	100	-
7.7.1(Insock thickness)	-	500	-
7.7.2(Insock abrasion)	-	1000	-
8(CONSTRUCTION)	-	500	-
8.1(Hot contact)	-	1000	-
8.2(Leak proofness)	-	1000	-
8.3(Height of upper)	-	500	-
8.4(Adhesion test)	-	2000	-
8.5(Resistance to acid & alkaline)	-	1000	-
8.6(Resistance to fule oil)	-	1000	-
8.7.1(Antistatic)	-	1000	-
8.7.2(CONDUCTIVE FOOTWEAR)	-	500	-
8.7.3(Elecrically nsulating footwear)	-	1000	-
8.7.4(Resistance to cold)	-	500	-
10(Finish of boots)	-	100	-
11.1(Marking)	-	100	-
11.2(Marking)	-	100	-
11.3(Marking)	-	100	-
9(IS - 17011,Table - 1(iv)(Chromium (VI))	-	500	-
9(IS - 17011,Table - 1(x)(pH)	-	0	-

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IS 15658 (2021)

Concrete Paving Blocks - Specification ( First Revision )

25000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Clauses 7.1.2 & 9.1.2 (Visual Inspection)	-	250	-
Clause 7.2, Table No. 2, SI No. (i) (Width, W)	-	250	-
Clause 7.2, Table No. 2, SI No. (ii) (Length, L)	-	250	-
Clause 7.2, Table No. 2, SI No. (iii) (Thickness, Th)	-	250	-
Clause 7.2, Table No. 2, SI No. (iv) (Aspect Ratio, L/Th)	-	250	-
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Width)	-	250	-
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Depth)	-	250	-
Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Thickness of wearing Layer)	-	250	-
Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Plan Area (Asp))	-	250	-
Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Ratio of wearing face area and Plan area (Asw/Asp))	-	250	-
Clause 7.2 & 9.1.3, Table 2, SI No. (ix)(Deviation from squareness)	-	250	-
7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Lower)	-	250	-
7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Higher)	-	250	-
Clause 7.1.1 (General Quality)	-	500	-
Clause 7.3 & 9.1.4, Table 3, SI No. (i) a)( Indivdual Water absorption)	-	1000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (i) b)(Water absorption (Average of three test specimens))	-	1000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (ii) a)(Indivdual Compressive strength (i))	-	4000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Compressive strength (Average of eight test specimens))	-	4000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength (i))	-	4000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iv) b)(Average Tensile splitting strength )	-	4000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength (i))	-	4000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (v) b)(Average Flexural strength )	-	4000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) i)( Indivdual Dry Abrasion Resistance )	-	4000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) ii)(Dry Abrasion resistance (Average of three test specimens))	-	4000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) i)( Indivdual Wet Abrasion Resistance )	-	4000	-
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) ii)(Wet Abrasion resistance (Average of three test specimens))	-	4000	-
Clause 7.1.3 (Colour and Texture)	-	500	-
Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Indivdual Thickness of wearing Layer)	-	250	-
Clause 7.2, Table No. 2, SI No. (iii) (Indivdual Thickness, Th)	-	250	-
Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Indivdual Ratio of wearing face area and Plan area (Asw/Asp))	-	250	-
Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Indivdual Plan Area (Asp))	-	250	-
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Depth)	-	250	-
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Width)	-	250	-
Clause 7.2, Table No. 2, SI No. (ii) (Indivdual Length, L)	-	250	-
Clause 7.2, Table No. 2, SI No. (iv) (Indivdual Aspect Ratio, L/Th)	-	250	-
7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Lower)	-	250	-
7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Higher)	-	250	-
Clause 7.2, Table No. 2, SI No. (i) (Indivdual Width, W)	-	250	-

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IS 4984 (2016)

Polyethylene pipes for water supply - Specification (Fifth Revision)

18000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7.1(Visual Appearance)	-	1000	-
7.2(Length)	-	1000	-
Clause 7.3(Coiling)	-	1000	-
Cl-7.4(Mean Outside Diameter (For upto 50 mm take 8 reading, above 50mm take 6 reading & average will be reported))	-	1000	-
7.4.1.2(Ovality)	-	1000	-
8,/8.1/8.1.1 table-5(PERFORMANCE REQUIREMENTS / Hydraulic Characteristics/ Internal Pressure Creep Rupture Test of Pipe)	-	5000	-
8.2(Longitudinal Reversion Test)	-	2000	-
Clause 8.3(Carbon Black content)	-	2000	-
Cl. 8.3(Carbon Black Dispersion)	-	1000	-
8.4( Melt Flow Rate)	-	2000	-
8.5 (Oxidation Induction Time)	-	2000	-
Clause 8.6(Overall migration (stimulate))	-	5000	-
8.7(Density)	-	1000	-
8.8(Tensile Strength for Butt-fusion)	-	1500	-
8.9 table-6(Elongation at Break)	-	1500	-
8.10(Slow Crack Growth Rate)	-	3000	-
6.2.1(6.1.1 Identification Stripes)	-	500	-
6.2(Colour)	-	500	-
6.1.4(PIPE DESCRIPTION)	-	500	-
6.1.3 (PIPE DESCRIPTION)	-	500	-
6, 6.1.2(PIPE DESCRIPTION)	-	500	-
6, 6.1.1(PIPE DESCRIPTION)	-	500	-
Cl. 8.3(Carbon Black Content)	-	2000	-
5.4(Anti oxydent)	-	2000	-
5.2(Polyethylene Resin)	-	2000	-
5.2(Density)	-	1000	-
5.2(MFI @ 1900C/5.0 Kg)	-	2000	-
5.2(Volatile matter Content)	-	2000	-
Clause 7.1(Visual Apperance)	-	1000	-
7.3(Coiling)	-	1000	-
Table-2 (iii, iv)(Thermal Stability (Oxidation Induction Time), Volatile Matter)	-	2000	-
5.2,T2(Melt Flow rate(Temperature - 190oC,Mass 5kg)-IS 2530-1963)	-	2000	-
8.7(Density-IS 7328:2020)	-	1000	-
8.7(Corrected Density- IS 7328:2020)	-	1000	-
8.9,T6("Tensile - IS 4984-2016 (Annexure-H)")	-	1500	-
8.9,T6("Elongation -IS 4984-2016 (Annexure-H)")	-	1500	-
Cl 8.3(Carbon Black Content)	-	2000	-
Cl 8.3(Carbon Black Dispersion)	-	2000	-
8.1.2 table -5(Internal Pressure Creep Rupture Test of Pipe Joints)	-	5000	-
6, 6.1(PIPE DESCRIPTION)	-	1000	-
8.6(Overall migration)	-	5000	-
Clause 8.6(Overall migration (surface of material))	-	5000	-
7()	-	1000	-
Clause 8.3(Carbon Black Dispersion)	-	2000	-
8.3(Carbon black)	-	1000	-

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IS 1659 (2004)

Block boards - Specification (Fourth Revision)

GRADE-BWP,MR/TYPE-DEC,COM

11000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7.3(Dimensional Requirements - Length - 8.1.4)	-	1000	-
7.3(Dimensional Requirements - Width - 8.1.4)	-	0	-
7.3(Dimensional Requirements - Thickness - Annexure E)	-	0	-
7.3(Dimensional Requirements - Edge Straightness - Annexure D)	-	0	-
7.3(Dimensional Requirements - Squareness - Annexure D)	-	0	-
7.3(Dimensional Requirements - Variation in thickness - Annexure E)	-	0	-
8.1.3, 6.3.3, IS 303(Visual Inspection - Permissible Defects - IS 303 [test method for COMMERCIAL type])	-	1000	-
8.1.3, 6.3.3, IS 1328(Visual Inspection - Permissible Defects - IS 1328 [test method for DECORATIVE type])	-	1000	-
9.2.1(Dimensional Changes caused by humidity - Delamination - Annexure F)	-	1000	-
9.2.1(Dimensional Changes caused by humidity - Change in Length - at 90% RH - Annexure F)	-	0	-
9.2.1(Dimensional Changes caused by humidity - Change in Length - at 40% RH - Annexure F)	-	0	-
9.2.1(Dimensional Changes caused by humidity - Change in Thickness - at 90% RH - Annexure F)	-	0	-
9.2.1(Dimensional Changes caused by humidity - Change in thickness - at 40% RH - Annexure F)	-	0	-
9.2.1(Dimensional Changes caused by humidity Change in local planeness - Annexure F)	-	0	-
9.2.2 (Resistance to water - Annexure G, Annexure H [For MR Grade])	-	1000	-
9.2.2 (Resistance to water - Annexure G, Annexure H [For BWP grade])	-	1000	-
9.2.3(Adhesion of Plies - Annexure H)	-	1000	-
9.2.4(Mycological Test [for MR grade only] - Annexure J)	-	2000	-
9.2.5(Modulus of rupture - MINIMUM INDIVIDUAL - Annexure K)	-	0	-
9.2.5(Modulus of rupture - AVERAGE - Annexure K)	-	1000	-
9.2.5(Modulus of elasticity - MINIMUM INDIVIDUAL - Annexure K)	-	0	-
9.2.5(Modulus of elasticity - AVERAGE - Annexure K)	-	1000	-
9.2.6(Spot test - Annexure L)	-	2000	-

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IS 2062 (2011)

Hot rolled medium and high tensile structural steel - Specification (Seventh Revision)

8292 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 15(Length, Width & Thickness)	-	1000	-
Cl 18(Weight)	-	1000	-
Cl. 10.3 (Cl. 10.3 (Tensile Strength))	-	1000	-
Cl 11.3(Press)	-	1000	-
Cl 7(Workmanship)	-	1000	-
Cl. 10.3 (Cl. 10.3 (Yield Stress))	-	1000	-
Cl. 10.3 (Cl. 10.3 (Elongation %))	-	1000	-
Cl 12(Sudden Load Applied)	-	5000	-
Clause - 5, 8.1 & 8.2(E650, CARBON +EQUIVELENT )	-	1000	-
Clause - 5, 8.1 & 8.2(E650, ALUMINIUM)	-	500	-
Clause - 5, 8.1 & 8.2(E650, SILICON)	-	500	-
Clause - 5, 8.1 & 8.2(E650, NITROGEN)	-	500	-
Clause - 5, 8.1 & 8.2(E650 ,MANGANESE)	-	500	-
Clause - 5, 8.1 & 8.2(E650, PHOSPHURS)	-	500	-
Clause - 5, 8.1 & 8.2(E650, SULPHUR)	-	500	-
Clause - 5, 8.1 & 8.2(E650, CARBON)	-	500	-
Clause - 5, 8.1 & 8.2(E600, CARBON +EQUIVELENT )	-	1000	-
Clause - 5, 8.1 & 8.2(E600, ALUMINIUM)	-	500	-
Clause - 5, 8.1 & 8.2(E600, SILICON)	-	500	-
Clause - 5, 8.1 & 8.2(E600, NITROGEN)	-	500	-
Clause - 5, 8.1 & 8.2(E600 ,MANGANESE)	-	500	-
Clause - 5, 8.1 & 8.2(E600, PHOSPHURS)	-	500	-
Clause - 5, 8.1 & 8.2(E600, SULPHUR)	-	500	-
Clause - 5, 8.1 & 8.2(E600, CARBON)	-	500	-
Clause - 5, 8.1 & 8.2(E550, CARBON +EQUIVELENT )	-	1000	-
Clause - 5, 8.1 & 8.2(E550, ALUMINIUM)	-	500	-
Clause - 5, 8.1 & 8.2(E550, SILICON)	-	500	-
Clause - 5, 8.1 & 8.2(E550, NITROGEN)	-	500	-
Clause - 5, 8.1 & 8.2(E550 ,MANGANESE)	-	500	-
Clause - 5, 8.1 & 8.2(E550, PHOSPHURS)	-	500	-
Clause - 5, 8.1 & 8.2(E550, SULPHUR)	-	500	-
Clause - 5, 8.1 & 8.2(E550, CARBON)	-	500	-
Clause - 5, 8.1 & 8.2(E450, CARBON +EQUIVELENT )	-	1000	-
Clause - 5, 8.1 & 8.2(E450, ALUMINIUM)	-	500	-
Clause - 5, 8.1 & 8.2(E450, SILICON)	-	500	-
Clause - 5, 8.1 & 8.2(E450, NITROGEN)	-	500	-
Clause - 5, 8.1 & 8.2(E450 ,MANGANESE)	-	500	-
Clause - 5, 8.1 & 8.2(E450, PHOSPHURS)	-	500	-
Clause - 5, 8.1 & 8.2(E450, SULPHUR)	-	500	-
Clause - 5, 8.1 & 8.2(E450, CARBON)	-	500	-
Clause - 5, 8.1 & 8.2(E410, CARBON +EQUIVELENT )	-	1000	-
Clause - 5, 8.1 & 8.2(E410, ALUMINIUM)	-	500	-
Clause - 5, 8.1 & 8.2(E410, SILICON)	-	500	-
Clause - 5, 8.1 & 8.2(E410, NITROGEN)	-	500	-
Clause - 5, 8.1 & 8.2(E410 ,MANGANESE)	-	500	-
Clause - 5, 8.1 & 8.2(E410, PHOSPHURS)	-	500	-
Clause - 5, 8.1 & 8.2(E410, SULPHUR)	-	500	-
Clause - 5, 8.1 & 8.2(E410, CARBON)	-	500	-
Clause - 5, 8.1 & 8.2(E350, CARBON +EQUIVELENT )	-	1000	-
Clause - 5, 8.1 & 8.2(E350, ALUMINIUM)	-	500	-
Clause - 5, 8.1 & 8.2(E350, SILICON)	-	500	-
Clause - 5, 8.1 & 8.2(E350, NITROGEN)	-	500	-
Clause - 5, 8.1 & 8.2(E350 ,MANGANESE)	-	500	-
Clause - 5, 8.1 & 8.2(E350, PHOSPHURS)	-	500	-
Clause - 5, 8.1 & 8.2(E350, SULPHUR)	-	500	-
Clause - 5, 8.1 & 8.2(E350, CARBON)	-	500	-
Clause - 5, 8.1 & 8.2(E300, CARBON +EQUIVELENT )	-	1000	-
Clause - 5, 8.1 & 8.2(E300, ALUMINIUM)	-	500	-
Clause - 5, 8.1 & 8.2(E300, SILICON)	-	500	-
Clause - 5, 8.1 & 8.2(E300, NITROGEN)	-	500	-
Clause - 5, 8.1 & 8.2(E300 ,MANGANESE)	-	500	-
Clause - 5, 8.1 & 8.2(E300, PHOSPHURS)	-	500	-
Clause - 5, 8.1 & 8.2(E300, SULPHUR)	-	500	-
Clause - 5, 8.1 & 8.2(E300, CARBON)	-	500	-
Clause - 5, 8.1 & 8.2(E275, CARBON +EQUIVELENT )	-	1000	-
Clause - 5, 8.1 & 8.2(E275, ALUMINIUM)	-	500	-
Clause - 5, 8.1 & 8.2(E275, SILICON)	-	500	-
Clause - 5, 8.1 & 8.2(E275, NITROGEN)	-	500	-
Clause - 5, 8.1 & 8.2(E275 ,MANGANESE)	-	500	-
Clause - 5, 8.1 & 8.2(E275, PHOSPHURS)	-	500	-
Clause - 5, 8.1 & 8.2(E275, SULPHUR)	-	500	-
Clause - 5, 8.1 & 8.2(E275, CARBON)	-	500	-
Clause - 5, 8.1 & 8.2(E250, CARBON +EQUIVELENT )	-	1000	-
Clause - 5, 8.1 & 8.2(E250, ALUMINIUM)	-	500	-
Clause - 5, 8.1 & 8.2(E250, SILICON)	-	500	-
Clause - 5, 8.1 & 8.2(E250, NITROGEN)	-	500	-
Clause - 5, 8.1 & 8.2(E250 ,MANGANESE)	-	500	-
Clause - 5, 8.1 & 8.2(E250, PHOSPHURS)	-	500	-
Clause - 5, 8.1 & 8.2(E250, SULPHUR)	-	500	-
Clause - 5, 8.1 & 8.2(E250, CARBON)	-	500	-

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IS 710 (2010)

Marine plywood - Specification (Second Revision)

BWP Grade

16800 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7.1(WORKMANSHIP AND FINISH )	-	250	-
7.2(WORKMANSHIP AND FINISH )	-	250	-
7.3(WORKMANSHIP AND FINISH )	-	250	-
7.5(WORKMANSHIP AND FINISH )	-	250	-
6.1(DIMENSIONS)	-	250	-
6.1(DIMENSIONS)	-	250	-
6.2(DIMENSIONS)	-	250	-
6.3(DIMENSIONS)	-	125	-
6.3(DIMENSIONS)	-	125	-
9.1.1(MOISTURE CONTENT)	-	1000	-
9.1.2 , 9.1.2.1(Glue Adhesion in Dry State)	-	2000	-
9.1.2 , 9.1.2.2(Glue Adhesion in Dry State)	-	0	-
9.1.3 , 9.1.3.1.1(Water resistance test)	-	2500	-
9.1.3 , 9.1.3.1.2(Water resistance test)	-	0	-
9.1.5(Mycological test)	-	2500	-
9.1.5 , 9.1.3.1.1(Mycological test)	-	0	-
9.1.5 , 9.1.3.1.2(Mycological test)	-	0	-
Cl. 9.1.2, 9.1.2.1 (Cl. 9.1.2 (Glue Adhesion in Dry State), 9.1.2.1 ( Glue Shear Strength: Individual))	-	0	-
Cl. 9.1.2, 9.1.2.1 (Cl. 9.1.2 (Glue Adhesion in Dry State), 9.1.2.1 ( Glue Shear Strength: Average ))	-	0	-
Cl. 9.1.3, 9.1.3.1.1 (Cl. 9.1.3 (Water Resistance Test) , 9.1.3.1.1 (Glue Shear Strength: Individual))	-	0	-
Cl. 9.1.3, 9.1.3.1.1 (Cl. 9.1.3 (Water Resistance Test ), 9.1.3.1.1 (Glue Shear Strength: Average))	-	0	-
Cl.9.1.5,9.1.3.1.1(Cl.9.1.5 (Mycological Test),9.1.3.1.1 (Glue Shear Strength: Individual))	-	0	-
Cl.9.1.5,9.1.3.1.1(Cl.9.1.5 (Mycological Test),9.1.3.1.1 ( Glue Shear Strength: Average))	-	0	-
9.1.4(Tensile strength)	-	2500	-
Cl. 9.1.4(Cl. 9.1.4 (Tensile Strength: Parallel to grain))	-	0	-
Cl. 9.1.4 (Cl. 9.1.4 (Tensile Strength: Perpendicular to grain))	-	0	-
Cl. 9.1.4(Cl. 9.1.4 (Tensile Strength: Sum of the Tensile Strength in two directions))	-	0	-
9.1.6 (Table 3)(Static bending strength)	-	1500	-
Cl. 9.1.6 (Table 3) (Cl. 9.1.6 (Table 3) (Modulus of Rupture: Across the Face Grain: Minimum Individual))	-	0	-
Cl. 9.1.6 (Table 3) (Cl. 9.1.6 (Table 3) (Modulus of Rupture: Across the Face Grain: Average))	-	0	-
Cl. 9.1.6 (Table 3) (Cl. 9.1.6 (Table 3) (Modulus of Rupture: Along the Face Grain: Minimum Individual))	-	0	-
Cl. 9.1.6 (Table 3) (Cl. 9.1.6 (Table 3) (Modulus of Rupture: Along the Face Grain: Average))	-	0	-
9.1.6 (Table 3)(Static bending strength)	-	1500	-
Cl. 9.1.6 (Table 3)(Cl. 9.1.6 (Table 3) (Modulus of Elasticity: Across the Face Grain: Minimum Individual))	-	0	-
Cl. 9.1.6 (Table 3) (Cl. 9.1.6 (Table 3) (Modulus of Elasticity: Across the Face Grain: Average))	-	0	-
Cl. 9.1.6 (Table 3) (Cl. 9.1.6 (Table 3) (Modulus of Elasticity: Along the Face Grain: Minimum Individual))	-	0	-
Cl. 9.1.6 (Table 3) (Cl. 9.1.6 (Table 3) (Modulus of Elasticity: Along the Face Grain: Average))	-	0	-
9.1.7 (Table 4)(Wet bending strength)	-	1500	-
Cl. 9.1.7 (Table 4) (Cl. 9.1.7 (Table 4) (Modulus of Rupture: Across the Face Grain: Minimum Individual))	-	0	-
Cl. 9.1.7 (Table 4) (Cl. 9.1.7 (Table 4) (Modulus of Rupture: Across the Face Grain: Average))	-	0	-
Cl. 9.1.7 (Table 4) (Cl. 9.1.7 (Table 4) (Modulus of Rupture: Along the Face Grain: Minimum Individual))	-	0	-
Cl. 9.1.7 (Table 4) (Cl. 9.1.7 (Table 4) (Modulus of Rupture: Along the Face Grain: Average))	-	0	-
Cl. 9.1.7 (Table 4)(Cl. 9.1.7 (Table 4) (Modulus of Elasticity: Across the Face Grain: Minimum Individual))	-	0	-
Cl. 9.1.7 (Table 4) (Cl. 9.1.7 (Table 4) (Modulus of Elasticity: Across the Face Grain: Average))	-	0	-
Cl. 9.1.7 (Table 4) (Cl. 9.1.7 (Table 4) (Modulus of Elasticity: Along the Face Grain: Minimum Individual))	-	0	-
Cl. 9.1.7 (Table 4) (Cl. 9.1.7 (Table 4) (Modulus of Elasticity: Along the Face Grain: Average))	-	0	-
9.1.7 (Table 4)(Wet bending strength)	-	1500	-
9.1.8(Retention of preservative)	-	3000	-

-
-

IS 4990 (2011)

Plywood for concrete shuttering works - Specification (Third Revision)

BWP/Type1/Type2/Type3/CS/CSC/CSFF

21000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4.0(Types)	-	0	-
7.2(DIMENSIONS & TOLERANCES )	-	250	-
7.2(DIMENSIONS & TOLERANCES )	-	250	-
7.3(DIMENSIONS & TOLERANCES )	-	250	-
7.4(DIMENSIONS & TOLERANCES )	-	125	-
7.4(DIMENSIONS & TOLERANCES )	-	125	-
8.1(WORKMANSHIP AND FINISH )	-	500	-
8.3(WORKMANSHIP AND FINISH )	-	500	-
10.1.1(MOISTURE CONTENT)	-	1000	-
10.1.2, 10.1.2.1 (Table-1)(GLUE ADHESION IN DRY STATE)	-	0	-
10.1.2, 10.1.2.1 (Table-1)(GLUE ADHESION IN DRY STATE)	-	2000	-
10.1.2, 10.1.2.2(GLUE ADHESION IN DRY STATE)	-	0	-
10.1.3, 10.1.3.1.1 (Table-1)(RESISTANCE TO WATER TEST)	-	0	-
10.1.3, 10.1.3.1.1 (Table-1)(RESISTANCE TO WATER TEST)	-	2500	-
10.1.3, 10.1.3.1.2(RESISTANCE TO WATER TEST)	-	0	-
10.1.5(MYCOLOGICAL TEST )	-	2500	-
10.1.5, 10.1.5.1 (Table-1)(MYCOLOGICAL TEST )	-	0	-
10.1.5, 10.1.5.1 (Table-1)(MYCOLOGICAL TEST )	-	0	-
10.1.5.2(MYCOLOGICAL TEST )	-	0	-
Cl. 10.1.6(Cl. 10.1.6 (Tensile Strength: Parallel to grain))	-	0	0
Cl. 10.1.6 (Cl. 10.1.6 (Tensile Strength: Perpendicular to grain))	-	0	-
Cl. 10.1.6(Cl. 10.1.6 (Tensile Strength: Sum of the Tensile Strength in two directions))	-	2500	-
Cl. 10.1.7 (Table 2) (Cl. 10.1.7 (Table 2) (Modulus of Rupture: Across the Face Grain: Minimum Individual))	-	0	-
Cl. 10.1.7 (Table 2) (Cl. 10.1.7 (Table 2) (Modulus of Rupture: Across the Face Grain: Average))	-	1500	-
Cl. 10.1.7 (Table 2) (Cl. 10.1.7 (Table 2) (Modulus of Rupture: Along the Face Grain: Minimum Individual))	-	0	-
Cl. 10.1.7 (Table 2) (Cl. 10.1.7 (Table 2) (Modulus of Rupture: Along the Face Grain: Average))	-	0	-
Cl. 10.1.7 (Table 2)(Cl. 10.1.7 (Table 2) (Modulus of Elasticity: Across the Face Grain: Minimum Individual))	-	0	-
Cl. 10.1.7 (Table 2) (Cl. 10.1.7 (Table 2) (Modulus of Elasticity: Across the Face Grain: Average))	-	1500	-
Cl. 10.1.7 (Table 2) (Cl. 10.1.7 (Table 2) (Modulus of Elasticity: Along the Face Grain: Minimum Individual))	-	0	-
Cl. 10.1.7 (Table 2) (Cl. 10.1.7 (Table 2) (Modulus of Elasticity: Along the Face Grain: Average))	-	0	-
Cl. 10.1.8 (Table 3) (Cl. 10.1.8 (Table 3) (Modulus of Rupture: Across the Face Grain: Minimum Individual))	-	0	-
Cl. 10.1.8 (Table 3) (Cl. 10.1.8 (Table 3) (Modulus of Rupture: Across the Face Grain: Average))	-	1500	-
Cl. 10.1.8 (Table 3) (Cl. 10.1.8 (Table 3) (Modulus of Rupture: Along the Face Grain: Minimum Individual))	-	0	-
Cl. 10.1.8 (Table 3) (Cl. 10.1.8 (Table 3) (Modulus of Rupture: Along the Face Grain: Average))	-	0	-
Cl. 10.1.8 (Table 3)(Cl. 10.1.8 (Table 3) (Modulus of Elasticity: Across the Face Grain: Minimum Individual))	-	0	-
Cl. 10.1.8 (Table 3) (Cl. 10.1.8 (Table 3) (Modulus of Elasticity: Across the Face Grain: Average))	-	0	-
Cl. 10.1.8 (Table 3) (Cl. 10.1.8 (Table 3) (Modulus of Elasticity: Along the Face Grain: Minimum Individual))	-	0	-
Cl. 10.1.8 (Table 3) (Cl. 10.1.8 (Table 3) (Modulus of Elasticity: Along the Face Grain: Average))	-	1500	-
10.1.9(RETENTION OF PRESERVATIVE)	-	3000	-

-
-

IS 1237 (2012)

Cement Concrete Flooring Tiles - Specification

Class-Gen purp./Heavy dut Type-Plain (Cement/Coloured )

7000 View breakup
-

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)	-	500	-
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)	-	0	-
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)	-	0	-
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)	-	0	-
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)	-	0	-
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)	-	0	-
Cl 11(Suface Finish)	-	0	-
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 )	-	2000	-
Cl 12.7(Resistance to wear)	-	0	-
Cl 12.7(Resistance to wear)	-	2500	-
Cl 12.7(Resistance to wear)	-	0	-
Cl 12.7(Resistance to wear)	-	2500	-

-
-

IS 15769 (2008)

Flux cored (Tubular) electrodes for gas shielded and self - Shielded metal welding of carbon or carbon - Manganese steel

All

28000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.2(Radiographic Soundness Test)	-	1000	Complete Testing Charges.
5.3 (Table No.- 1)(Tensile Test(T.S., Y.S. & El), Mpa-IS 1608)	-	3000	Complete Testing Charges.
5.4 (Table No.- 2)(Impact Test,J- IS 1757)	-	3000	Complete Testing Charges.
5.5 (Table No.- 1)(Transverse Tensile Test,Mpa (T.S., Y.S. & El))	-	3000	Complete Testing Charges.
5.6(Longitudinal Bend Test)	-	8000	Complete Testing Charges.
5.7(Diffusible Hydrogen Test,ml/100g- IS 11802)	-	5000	Complete Testing Charges.
5.8 (Table No.- 15)(Chemical Composition,%)	-	5000	Complete Testing Charges.
5.2(Radiographic Soundness Test)	-	0	Duplicate clause
5.3 (Table No.- 1)(Tensile Test(T.S., Y.S. & El), Mpa-IS 1608)	-	0	Duplicate clause
5.4 (Table No.- 2)(Impact Test,J- IS 1757)	-	0	Duplicate clause
5.5 (Table No.- 1)(Transverse Tensile Test,Mpa (T.S., Y.S. & El))	-	0	Duplicate clause
5.6(Longitudinal Bend Test)	-	0	Duplicate clause
5.7(Diffusible Hydrogen Test,ml/100g- IS 11802)	-	0	Duplicate clause
5.8 (Table No.- 15)(Chemical Composition,%)	-	0	Duplicate clause

-
-

IS 11169 : Part 2 (1989)

Steels for cold heading/cold extrusion applicationsspecification: Part 2 stainless steels

STEELS FOR COLD HEADING/COLD EXTRUSION APPLICATIONS

20250 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6.1,6.2 Table 2(Carbon- Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	500	-
6.1,6.2 Table 2(Silicon- Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	500	-
6.1,6.2 Table 2(Manganese- Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	500	-
6.1,6.2 Table 2(Nickel- Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	500	-
6.1,6.2 Table 2(Chromium- Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	500	-
6.1,6.2 Table 2(Molybdenum- Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	500	-
6.1,6.2 Table 2(Sulphur- Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	500	-
6.1,6.2 Table 2(Phosphorous- Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	500	-
6.1,6.2 Table 2(Other(Titanium)- Relevant parts of IS 228 or any other established instrumental /Chemical method)	-	500	-
7(FREEDOM FROM DEFECTS)	-	1000	-
8.2, table 5(i) Yield stess/.2% Proof stress, Mpa)	-	2000	-
8.2, table 5(ii)Ultimate Tensile Strength, Mpa)	-	3000	-
8.2, table 5(iii)Elongation, %)	-	2000	-
8.1, Table 4(iv) Reduction in area)	-	2000	-
8.2, table 5(v)Impact strength, J)	-	5000	-
9(CORROSION RESISTANCE)	-	2000	-
Clause 6.1 & 12.1(Titanium)	-	500	-
Clause 6.1 & 12.1(Molybdenum)	-	500	-
Clause 6.1 & 12.1(Nickel)	-	500	-
Clause 6.1 & 12.1(Chromium)	-	500	-
Clause 6.1 & 12.1(Silicon)	-	500	-
Clause 6.1 & 12.1(Phosphorous)	-	500	-
Clause 6.1 & 12.1(Sulphur)	-	500	-
Clause 6.1 & 12.1(Manganese)	-	500	-
Clause 6.1 & 12.1(Carbon)	-	500	-

-
-

IS 11169 : Part 1 (2022)

Specification for steels for cold heading cold extrusion applications: Part 1 wrought carbon and low alloy steels

STEELS FOR COLD HEADING/COLD EXTRUSION APPLICATIONS

20250 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
17(Shape, Dimensions and tolerances)	-	2000	-
8.1(Tensile Test)	-	3000	-
8.1(Hardness Test)	-	2000	-
8.2(Hardenability (only Applicable to Steel Grades of Annexes B and C))	-	3000	-
8.2(Hardenability (only Applicable to Steel Grades of Annexes B and C))	-	3000	-
Cl.4.3,7.2 & Table-A.2(Carbon -IS 228 (P-1) or any other Established instrumental/ chemical method)	-	500	-
Cl.4.3,7.2 & Table-A.2(Manganese- IS 228 (P-2) or any other Established instrumental/ chemical method)	-	500	-
Cl.4.3,7.2 & Table-A.2(Phosphorus- IS 228 (P-3) or any other Established instrumental/ chemical method)	-	500	-
Cl.4.3,7.2 & Table-A.2(Sulphur- IS 228 (P-9) or any other Established instrumental/ chemical method)	-	500	-
Cl.4.3,7.2 & Table-A.2(Silicon- IS 228 (P-8) or any other Established instrumental/ chemical method)	-	500	-
Cl.4.3,7.2 & Table-A.2(Nikel- Relevant parts of IS 228 or any other established international instrumental/chemical method)	-	500	-
Cl.4.3,7.2 & Table-A.2(Copper- IS 228 (P-15) or any other Established instrumental/ chemical method)	-	500	-
Cl.4.3,7.2 & Table-A.2(Aluminium- Established instrumental/ chemical method)	-	500	-
Cl.4.3,7.2 & Table-A.2(Chromium- Relevant parts of IS 228 or any other established international instrumental/chemical method)	-	500	-
Cl.4.3,7.2 & Table-A.2(Molybdenum- Relevant parts of IS 228 or any other established international instrumental/chemical method)	-	500	-
Cl.4.3,7.2 & Table-A.2(Nikel- Relevant parts of IS 228 or any other established international instrumental/chemical method)	-	500	-
Cl.4.3,7.2 & Table-A.2(Tin- Relevant parts of IS 228 or any other established international instrumental/chemical method)	-	500	-
Cl.4.3,7.2 & Table-A.2(Vanadium- Relevant parts of IS 228 or any other established international instrumental/chemical method)	-	500	-
Cl. 7(Carbon)	-	500	-
Cl. 7(Sulphur)	-	500	-
Cl. 7(Phosphorous)	-	500	-
Cl. 7(Manganese)	-	500	-
Cl. 7(Silicon)	-	500	-
Cl. 7(Nickel)	-	500	-
Cl. 7(Chromium)	-	500	-
Cl. 7(Aluminium)	-	500	-
Cl. 7(Molybdenum)	-	500	-
Cl. 7(Boron)	-	500	-
Cl. 7(Copper)	-	500	-
Cl. 7(Cr+Ni+Mo)	-	500	-
Cl. 7(Sn)	-	500	-
Cl. 7(V)	-	500	-
Cl. 7(Cr+Ni+Cu+Sn+Mo+V)	-	500	-

-
-

IS 9550 (2001)

Bright steel bars - Specification (First Revision)

Bright Steel Bars

12000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl.6(Parameter as per requiremnt of purchaser.)	-	1000	-
7(Mechancial Properties)	-	2000	-
8.1 and 8.2(Dimensions and Tolerances, mm)	-	1000	-
8.2.3(Straightness Tolerances)	-	1000	-
9.1(Decarburisation)	-	2000	-
13(Surface Protection)	-	1000	-
14.1(Marking)	-	1000	-
14.1(Marking)	-	1000	-
8(DIMENSIONS AND TOLERANCES)	-	1000	-
7(MECHANICAL PROPERTIES)	-	1000	-

-
-

IS 814 (2004)

Covered electrodes for manual metal arc welding of carbon and carbon manganese steel - Specification (Sixth Revision)

14500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6 & 8.2(Silicon- Relevant Parts of IS 228 or any other established instrumental/chemical method)	-	500	Silicon content
6 & 8.2(Phosphorous- Relevant Parts of IS 228 or any other established instrumental/chemical method)	-	500	Phosphorus content
6 & 8.2(Carbon- Relevant Parts of IS 228 or any other established instrumental/chemical method)	-	500	carbon content
6 & 8.2(Manganese- Relevant Parts of IS 228 or any other established instrumental/chemical method)	-	500	Manganese content
6 & 8.2(Sulphur- Relevant Parts of IS 228 or any other established instrumental/chemical method)	-	500	Sulphur content
7.1.1(Diameter of Core Wire)	-	500	Dimension
7.1.2(Length of Electrodes)	-	500	Dimension
7.2.1(Contact End)	-	500	Dimension
7.2.2(Arc striking End)	-	500	Dimension
7.3(Concentricity of Flux covering with core wire)	-	500	Dimension
7.4(Defects of Core wire and Coverings)	-	500	Dimension
9.1.2 Table 6 (Ultimate Tensile Strength-Annex F)	-	3000	Strength Parameter
9.1.2 Table 6 ( Yield Stress -Annex F)	-	1000	Strength Parameter
9.1.2 Table 6 (Percentage Elongation on Gauge Length-Annex F)	-	1000	Strength Parameter
9.1.3 Table 6 ( Impact Strength-Annex F)	-	3000	Strength Parameter
9.2(Butt Weld Bend Test-IS 1599)	-	3000	Strength Parameter
9.6(Radiographic Test- IS 1182)	-	1000	NDT Test
9.3(Running PerformanceTest-Annex H)	-	2000	Running Performance Test
9.4(Increased Metal Recovery Test-IS 13043)	-	3000	Increased Metal Recovery Test
9.5(Diffusible Hydrogen Evaluation Test-IS 11802)	-	5000	Diffusible Hydrogen Evaluation Test
6 & 8.2(Copper- Relevant Parts of IS 228 or any other established instrumental/chemical method)	-	500	-
6 & 8.2(Vanadium- Relevant Parts of IS 228 or any other established instrumental/chemical method)	-	500	-
6 & 8.2(Titanium- Relevant Parts of IS 228 or any other established instrumental/chemical method)	-	500	-
6 & 8.2(Alumiminium- Relevant Parts of IS 228 or any other established instrumental/chemical method)	-	500	-
6 & 8.2(Cr+Ni+Mo - Relevant Parts of IS 228 or any other established instrumental/chemical method)	-	1000	-
6 & 8.2(Chromium- Relevant Parts of IS 228 or any other established instrumental/chemical method)	-	500	-
6 & 8.2(Nickel- Relevant Parts of IS 228 or any other established instrumental/chemical method)	-	500	-
6 & 8.2(Molybdenum- Relevant Parts of IS 228 or any other established instrumental/chemical method)	-	500	-
6 & 8.2(Mn+Ni+Cr+Mo+V - Relevant Parts of IS 228 or any other established instrumental/chemical method)	-	2000	-

-
-

IS 14490 (2024)

Plain Copier Paper â Specification (Second Revision)

16000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.1.1(plain copier paper)	-	500	-
5.1.2(k,)	-	500	-
5.2(Moisture)	-	500	-
5.3(Grammage (Substance))	-	1000	-
5.4(Thickness)	-	500	-
5.5(Size)	-	1000	-
5.7(Conditioning specified)	-	1000	-
5.8(Additional Requirements for Eco-Mark)	-	1000	-
5.6, Table 1, i(ISO brightness, percent, Min)	-	1000	-
5.6, Table 1, ii(Opacity, percent, Min)	-	1000	-
5.6, Table 1, iii(One minute cobb test, both sides, g/m2 , Max)	-	1000	-
5.6, Table 1, iv(Surface strength, Dennison (Wax Pick))	-	1000	-
5.6, Table 1, v(Smoothness for both sides (Bendsten), ml/min, Max)	-	1000	-
5.6, Table 1, vi(Ash content (at 900 °C), percent by mass, Max)	-	1000	-
5.6, Table 1, vii(Taber stiffness, Min: Machine direction, Cross direction)	-	1000	-
5.6, Table 1, viii(Tear Index, mN.m2 /g, Min: Machine direction, Cross direction)	-	1000	-
5.6, Table 1, ix(Tensile index, N.m/g, Min: Machine direction, Cross direction)	-	1000	-
6(PACKING AND MARKING)	-	1000	-

-
-

IS 4985 (2021)

UNPLASTICIZED PVC PIPES FOR POTABLE WATER SUPPLIES SPECIFICATION Fourth Revision

16000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
10.1(Colour)	-	500	-
10.1(Surface Finish)	-	500	-
7.2.1.1 Table3(Angle of taper (Note-1))	-	1000	-
10.7(Sulphated Ash Content)	-	3000	-
5(CLASSIFICATION OF PIPES)	-	1000	-
Cl-7.1(Mean out side Diameter (For less than or equal to 40 mm- Average of 8 , For higher diameters up to 110 mm average of 6))	-	1000	-
7.1.1.1(DIMENSIONS-PIPE-Mean O.D. (Minimum))	-	1000	-
7.1.1.1(DIMENSIONS-PIPE-Mean O.D. (Mamimum))	-	1000	-
7.1.1.1(DIMENSIONS-PIPE-Mean O.D. Variation)	-	1000	-
7.1.1.2(DIMENSIONS-PIPE-O.D. at any Point (Minimum))	-	1000	-
7.1.1.2(DIMENSIONS-PIPE-O.D. at any Point (Maximum))	-	1000	-
7.1.1.2(DIMENSIONS-PIPE-Ovality (Maximum))	-	1000	-
7.1.2.1(DIMENSIONS-PIPE-Thickness(Minimum))	-	1000	-
7.1.2.1(DIMENSIONS-PIPE-Thickness(Maximum))	-	1000	-
7.1.2.1(DIMENSIONS-PIPE-Average Thickness)	-	1000	-
Cl- 7.2(Socket length (Take 4 reading & minimum will be reported))	-	1000	-
7.2.1(DIMENSIONS-Socket)	-	1000	-
7.2.1.1-Table 3(DIMENSIONS-Socket-Sockets for solvent cement jointing-Minimum Length)	-	1000	-
7.2.1.1-Table 3(DIMENSIONS-Socket-Sockets for solvent cement jointing-Diameter at mid point of the socket length (Minimum))	-	1000	-
7.2.1.1-Table 3(DIMENSIONS-Socket-Sockets for solvent cement jointing-Diameter at mid point of the socket length (Maximum))	-	1000	-
7.2.1.2(a)-Table 5(DIMENSIONS-Sockets for elastomeric sealing ring joints-Minimum depth of engagement)	-	1000	-
7.2.1.2-Table 4(DIMENSIONS-Sockets for elastomeric sealing ring joints-Socket inner Diameter)	-	1000	-
8(SEALING RINGS)	-	1000	-
9.1(PIPE ENDS)	-	1000	-
10.1(PHYSICAL AND CHEMICAL CHARACTERISTICS-Visual Appearance)	-	1000	-
10.1.1(PHYSICAL AND CHEMICAL CHARACTERISTICS-Visual Appearance)	-	1000	-
10.2(PHYSICAL AND CHEMICAL CHARACTERISTICS-Opacity)	-	1000	-
10.4(PHYSICAL AND CHEMICAL CHARACTERISTICS- Reversion Test)	-	2000	-
10.5(PHYSICAL AND CHEMICAL CHARACTERISTICS- Vicat Softening Temperature)	-	2000	-
10.6(PHYSICAL AND CHEMICAL CHARACTERISTICS- Density)	-	1000	-
11.1-Table 6(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Type Test))	-	5000	-
11.1-Table 7(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Type Test)-for Integral Sealing Ring Sockets)	-	5000	-
11.1-Table 7(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Acceptance Test)-for Integral Sealing Ring Sockets)	-	5000	-
11.1.1(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Acceptance Test)-for Plumbing pipes)	-	5000	-
11.2(Resistance to External Blows at 0°C)	-	2000	-
10.3(Effect on Water Test)	-	5000	-
6.1.2(PVC Resin)	-	2000	-
7.1.3(mean outside diameter, outside diameter at any point, and wall thickness of plumbing pipes)	-	2000	-
7.1.4(Length)	-	1000	-
6.1.1(VCM Content)	-	2000	-
7.2.1.2b(Maximum inner diameter of groove)	-	1000	-
13.1(Marking)	-	500	-
11.1-Table 6(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Acceptance Test))	-	5000	-

-
-

IS 455 (2015)

Portland slag cement - Specification

PSC

10000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl. 7 Table-2(Cl. 7 Table-2 i (Fineness ))	-	1000	-
Cl. 7 Table-2(Cl. 7 Table-2 ii a (Soundness , Le Chatelier Expansion ))	-	500	-
Cl. 7 Table-2(Cl. 7 Table-2 ii a (Expansion after aeration ))	-	0	-
Cl. 7 Table-2(Cl. 7 Table-2 ii b (Soundness , Autoclave Expansion ))	-	1000	-
Cl. 7 Table-2(Cl. 7 Table-2 ii b (Expansion after aeration ))	-	0	-
Cl. 7 Table-2(Cl. 7 Table-2 iii a (Setting time Initial))	-	500	-
Cl. 7 Table-2(Cl. 7 Table-2 iii b (Setting time Final))	-	500	-
Cl. 7 Table-2(Cl. 7 Table-2 iv a (Compressive Strength 72±1 hr IS))	-	1000	-
Cl. 7 Table-2(Cl. 7 Table-2 iv b (Compressive Strength 168±2 hr ))	-	1000	-
Cl. 7 Table-2(Cl. 7 Table-2 iv c (Compressive Strength 672±4 hr) )	-	1000	-
6 - Table - 1 vii( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985)	-	1000	-
6 - Table - 1 vi(Chloride content - Cl 4.13 of IS 4032:1985)	-	1000	-
6 - Table - 1 v(Loss on ignition - Cl 6.2 of IS 4032:1985)	-	1000	-
6 - Table - 1 iv(Sulphide sulphur (S) - Cl 6.12 of IS 4032:1985)	-	1000	-
6 - Table - 1 iii(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 6.11 of IS 4032:1985)	-	1000	-
6 - Table - 1 ii(Magnesia - Cl 6.8 of IS 4032:1985)	-	1000	-
6 - Table - 1 i(Insoluble residue - Cl 6.9 of IS 4032:1985)	-	1000	-
6 - Table - 1 vii( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985)	-	1000	-
6 - Table - 1 vi(Chloride content - Cl 4.13 of IS 4032:1985)	-	1000	-
6 - Table - 1 v(Loss on ignition - Cl 6.2 of IS 4032:1985)	-	1000	-
6 - Table - 1 iv(Sulphide sulphur (S) - Cl 6.12 of IS 4032:1985)	-	1000	-
6 - Table - 1 iii(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 6.11 of IS 4032:1985)	-	1000	-
6 - Table - 1 ii(Magnesia - Cl 6.8 of IS 4032:1985)	-	1000	-
6 - Table - 1 i(Insoluble residue - Cl 6.9 of IS 4032:1985)	-	1000	-

-
-

IS 1489 (Part 1) (2015)

Portland pozzolana cement - Specification: Part 1 fly Ash Based

PPC(FAB)

11000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7 -Table 2- i(Fineness 4031 Part 2)	-	1000	-
7 -Table 2- ii- a(Expansion by Le Chatelier- 4031 Part 3)	-	500	-
7 -Table 2- ii- a(Expansion after aeration - 4031 Part 3)	-	0	-
7 -Table 2- ii- b(Expansion by Autoclave- 4031 Part 3)	-	1000	-
7 -Table 2- ii- b(Expansion after aeration- 4031 Part 3)	-	0	-
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)	-	1000	-
7 -Table 2- iv- b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	1000	-
7 -Table 2- iv- c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	1000	-
7 -Table 2- vi(Drying Shrinkage- IS 4031 Part 10)	-	1000	-
6 - Table - 1 vi( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985)	-	1000	-
6 - Table - 1 v(Chloride content - Cl 4.13 of IS 4032:1985)	-	1000	-
6 - Table - 1 iv(Loss on ignition - Cl 7.1 of IS 4032:1985)	-	1000	-
6 - Table - 1 iii(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 7.3 of IS 4032:1985)	-	1000	-
6 - Table - 1 ii(Magnesia - Cl 7.2 of IS 4032:1985)	-	1000	-
6 - Table - 1 i(Insoluble residue - Cl 7.4 of IS 4032:1985)	-	1000	-
6 - Table - 1 vi( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985)	-	1000	-
6 - Table - 1 v(Chloride content - Cl 4.13 of IS 4032:1985)	-	1000	-
6 - Table - 1 iv(Loss on ignition - Cl 7.1 of IS 4032:1985)	-	1000	-
6 - Table - 1 iii(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 7.3 of IS 4032:1985)	-	1000	-
6 - Table - 1 ii(Magnesia - Cl 7.2 of IS 4032:1985)	-	1000	-
6 - Table - 1 i(Insoluble residue - Cl 7.4 of IS 4032:1985)	-	1000	-
6 - Table - 1 vi( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985)	-	1000	-
6 - Table - 1 v(Chloride content - Cl 4.13 of IS 4032:1985)	-	1000	-
6 - Table - 1 iv(Loss on ignition - Cl 7.1 of IS 4032:1985)	-	1000	-
6 - Table - 1 iii(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 7.3 of IS 4032:1985)	-	1000	-
6 - Table - 1 ii(Magnesia - Cl 7.2 of IS 4032:1985)	-	1000	-
6 - Table - 1 i(Insoluble residue - Cl 7.4 of IS 4032:1985)	-	1000	-
6 - Table - 1 vi( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985)	-	1000	-
6 - Table - 1 v(Chloride content - Cl 4.13 of IS 4032:1985)	-	1000	-
6 - Table - 1 iv(Loss on ignition - Cl 7.1 of IS 4032:1985)	-	1000	-
6 - Table - 1 iii(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 7.3 of IS 4032:1985)	-	1000	-
6 - Table - 1 ii(Magnesia - Cl 7.2 of IS 4032:1985)	-	1000	-
6 - Table - 1 i(Insoluble residue - Cl 7.4 of IS 4032:1985)	-	1000	-

-
-

IS 3812 (Part 1) (2013)

Pulverized fuel ash - Specification: Part 1 For use as pozzolana in cement, cement mortar and concrete

Type-Calcareous Fly Ash / Siliceous Fly Ash

13500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl. 6.1, Table 1 - i(Silicon dioxide (SiO2) plus aluminium oxide (Al2O3) plus ironoxide (Fe2O3) - IS 1727)	-	2000	-
Cl. 6.1, Table 1 - ii(Silicon dioxide (SiO2) - IS 1727)	-	1000	-
Cl. 6.1, Table 1 - iii(Reactive Silica - Annex B)	-	2000	-
Cl. 6.1, Table 1 - iv(Magnesium oxide (MgO) - IS 1727)	-	1000	-
Cl. 6.1, Table 1 - v( Total sulphur as sulphur trioxide (SO3) - IS 1727)	-	1000	-
Cl. 6.1, Table 1 - vi( Available alkalis as equivalent sodium oxide (Na2O) - Annex C)	-	1000	-
Cl. 6.1, Table 1 - vii( Total Chlorides - IS 4032)	-	1000	-
Cl. 6.1, Table 1 - viii( Loss on ignition - IS 1727)	-	1000	-
Cl. 6.2(Moisture content of the fly ash when supplied in dry condition - Annex D)	-	1000	-
7.1-Table 2(i)(PHYSICAL REQUIREMENTS-Fineness)	-	1000	-
7.1-Table 2(ii)(PHYSICAL REQUIREMENTS-Particles retained on 45 micron IS sieve)	-	1000	-
7.1-Table 2(iii)(PHYSICAL REQUIREMENTS-Average compressive strength)	-	3000	-
7.1-Table 2(iv)(PHYSICAL REQUIREMENTS-Compressive strength at 28 days)	-	3000	-
7.1-Table 2(v)(PHYSICAL REQUIREMENTS-Soundness by autoclave test )	-	1500	-

-
-

IS 13801 (2013)

Chequered Cement Concrete Tiles -

Class-Gen Pur /Heavy Duty/Type-Plain (cement/ colored)

7000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
(Cl 7, 8 &9)(Length, Breadth, Thickness, Difference in length of side between the longest side and shorterst side in the sample shall not exceed 1 mm, Half tiles, Difference in Thickness between the thickest and thinnest tile in the sample shall not exceed 10 percent of minimum thickness, Depth of chequred groove, Thickness of wearing layer.)	-	500	-
(Cl 7, 8 &9)(Length, Breadth, Thickness, Difference in length of side between the longest side and shorterst side in the sample shall not exceed 1 mm, Half tiles, Difference in Thickness between the thickest and thinnest tile in the sample shall not exceed 10 percent of minimum thickness, Depth of chequred groove, Thickness of wearing layer.)	-	0	-
(Cl 7, 8 &9)(Length, Breadth, Thickness, Difference in length of side between the longest side and shorterst side in the sample shall not exceed 1 mm, Half tiles, Difference in Thickness between the thickest and thinnest tile in the sample shall not exceed 10 percent of minimum thickness, Depth of chequred groove, Thickness of wearing layer.)	-	0	-
Cl 11(Finish)	-	0	-
Cl 11(Finish)	-	0	-
Cl 11(Finish)	-	0	-
Cl 12.1(Concavity & Convexity )	-	500	-
Cl 12.2(Longest gap between the arms of the square and the edge of the title shall not exceed 2 percent of the length.)	-	500	-
Cl 12.3(Shall not exceed 1 percent of the length of the edge.)	-	500	-
Cl 12.4(Water absorption)	-	1000	-
Cl 12.5(Wet transverse strength)	-	2000	-
Cl 12.6(Resistance to wear)	-	2500	-
Cl 12.6(Resistance to wear)	-	2500	-

-
-

IS 1489 : Part 2 (2015)

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

PPC (CCB)

11000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7 -Table 2- i(Fineness 4031 Part 2)	-	1000	-
7 -Table 2- ii- a(Expansion by Le Chatelier- 4031 Part 3)	-	500	-
7 -Table 2- ii- a(Expansion after aeration - 4031 Part 3)	-	0	-
7 -Table 2- ii- b(Expansion by Autoclave- 4031 Part 3)	-	1000	-
7 -Table 2- ii- b(Expansion after aeration- 4031 Part 3)	-	0	-
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)	-	1000	-
7 -Table 2- iv- b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	1000	-
7 -Table 2- iv- c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	1000	-
7 -Table 2- vi(Drying Shrinkage- IS 4031 Part 10)	-	1000	-
6 - Table - 1 i(Insoluble residue - Cl 7.4 of IS 4032:1985)	-	1000	-
6 - Table - 1 ii(Magnesia - Cl 7.2 of IS 4032:1985)	-	1000	-
6 - Table - 1 iii(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 7.3 of IS 4032:1985)	-	1000	-
6 - Table - 1 iv(Loss on ignition - Cl 7.1 of IS 4032:1985)	-	1000	-
6 - Table - 1 v(Chloride content - Cl 4.13 of IS 4032:1985)	-	1000	-
6 - Table - 1 vi( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985)	-	1000	-
6 - Table - 1 i(Insoluble residue - Cl 7.4 of IS 4032:1985)	-	1000	-
6 - Table - 1 ii(Magnesia - Cl 7.2 of IS 4032:1985)	-	1000	-
6 - Table - 1 iii(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 7.3 of IS 4032:1985)	-	1000	-
6 - Table - 1 iv(Loss on ignition - Cl 7.1 of IS 4032:1985)	-	1000	-
6 - Table - 1 v(Chloride content - Cl 4.13 of IS 4032:1985)	-	1000	-
6 - Table - 1 vi( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985)	-	1000	-

-
-

IS 269 (2015)

Ordinary portland cement - Specification (Sixth Revision)

33,43,53,43S,53S

10000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7 Table-3 iv c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	1000	-
7 Table-3 iv c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	0	-
7 Table-3 iv c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	0	-
7 Table-3 iv b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	1000	-
7 Table-3 iv b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	0	-
7 Table-3 iv b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	0	-
7 Table-3 iv a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	1000	-
7 Table-3 iv a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	0	-
7 Table-3 iv a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	0	-
7 Table-3 iii a(Setting Time Initial)	-	500	-
7 Table-3 iii b(Setting Time Final)	-	500	-
7 Table-3 i.(Fineness)	-	1000	-
7 Table-3 ii a(Expansion by Le Chatelier)	-	500	-
7 Table-3 ii a(Expansion after aeration)	-	0	-
7 Table-3 ii b(Expansion by Autoclave)	-	1000	-
7 Table-3 ii b(Expansion after aeration)	-	0	-
6.1 Table-2 viii(Alkali content)	-	1000	-
6.1 Table-2 vii(Chloride content)	-	1000	-
6.1 Table-2 vi(Loss on ignition)	-	1000	-
6.1 Table-2 v(Total Sulphur Content calculated as Sulphuric Anhydride)	-	1000	-
6.1 Table-2 iv(Magnesia)	-	1000	-
6.1 Table-2 iii.(Insoluble residue)	-	1000	-
6.1 Table-2 ii.(Ratio of percentage of alumina to that of iron oxide)	-	2000	-
6.1 Table-2 i.(Ratio of percentage of lime to percentage of silica, alumina and iron oxide)	-	3000	-
6 - Table - 1 viii(Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985)	-	1000	-
6 - Table - 1 vii(Chloride content - Cl 4.13 of IS 4032:1985)	-	1000	-
6 - Table - 1 vi(Loss on ignition - Cl 4.2 of IS 4032:1985)	-	1000	-
6 - Table - 1 v(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 4.9 of IS 4032:1985)	-	1000	-
6 - Table - 1 iv(Magnesia - Cl 4.8 of IS 4032:1985)	-	1000	-
6 - Table - 1 iii(Insoluble residue - Cl 4.10 of IS 4032:1985)	-	1000	-
6 - Table - 1 ii(Ratio of percentage of alumina to that of iron oxide - Cl 4 of IS 4032:1985)	-	2000	-
6 - Table - 1 i(Ratio of percentage of lime to percentages of silica, alumina and iron oxide - Cl 4 of IS 4032:1985)	-	3000	-
6.1 Table-2 viii(Alkali content)	-	1000	-
6.1 Table-2 vii(Chloride content)	-	1000	-
6.1 Table-2 vi(Loss on ignition)	-	1000	-
6.1 Table-2 v(Total Sulphur Content calculated as Sulphuric Anhydride)	-	1000	-
6.1 Table-2 iv(Magnesia)	-	1000	-
6.1 Table-2 iii.(Insoluble residue)	-	1000	-
6.1 Table-2 ii.(Ratio of percentage of alumina to that of iron oxide)	-	2000	-
6.1 Table-2 i.(Ratio of percentage of lime to percentage of silica, alumina and iron oxide)	-	3000	-
6 - Table - 1 viii( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985)	-	1000	-
6 - Table - 1 vii(Chloride content - Cl 4.13 of IS 4032:1985)	-	1000	-
6 - Table - 1 vi(Loss on ignition - Cl 4.2 of IS 4032:1985)	-	1000	-
6 - Table - 1 v(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 4.9 of IS 4032:1985)	-	1000	-
6 - Table - 1 iv(Magnesia - Cl 4.8 of IS 4032:1985)	-	1000	-
6 - Table - 1 iii(Insoluble residue - Cl 4.10 of IS 4032:1985)	-	1000	-
6 - Table - 1 ii(Ratio of percentage of alumina to that of iron oxide - Cl 4 of IS 4032:1985)	-	2000	-
6 - Table - 1 i(Ratio of percentage of lime to percentages of silica, alumina and iron oxide - Cl 4 of IS 4032:1985)	-	3000	-

-
-

IS 3812 : Part 2 (2013)

Pulverized Fuel Ash - Part 2 : For Use as Admixture in Cement Mortar and Concrete

7000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6.2(moisture content)	-	1000	-
5.1, 6.1, Table 1(Silicon dioxide (SiO2 ) plus aluminium oxide (Al2O3 ) plus iron oxide (Fe2O3 ))	-	2000	-
5.1, 6.1, Table 1(Silicon dioxide (SiO2 ))	-	1000	-
5.1, 6.1, Table 1(Magnesium oxide (MgO)	-	1000	-
5.1, 6.1, Table 1(Total sulphur as sulphur trioxide (SO3)	-	1000	-
5.1, 6.1, Table 1(Available alkalies as equivalent sodium oxide (Na2O))	-	1000	-
5.1, 6.1, Table 1(Total chlorides)	-	1000	-
5.1, 6.1, Table 1(Loss on ignition)	-	1000	-
7.1, Table 1(Fineness — Specific surface in m2 /kg)	-	1000	-
7.1, Table 1(Particles retained on 45 micron IS sieve (wet sieving))	-	1000	-
7.1, Table 1(Soundnes)	-	1500	-

-
-

IS 737 (2024)

WROUGHT ALUMINIUM AND ALUMINIUM ALLOY SHEET AND STRIP FOR GENERAL ENGINEERING PURPOSES SPECIFICATION (Fifth Revision)

12499.97 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl. 4(Ordering Information - IS 737)	-	0	-
Cl. 4 (a)(Grade/ Thickness - IS 737)	-	0	-
Cl. 4 (b)(Condition - IS 737)	-	0	-
Cl. 4 (c)(Quantity in Kg - IS 737)	-	0	-
Cl. 4 (d)(Size - Thickness X Width X Length (T X W X L) in mm for sheets and (T X W) in mm for Strips/ Coils - IS 737)	-	0	-
Cl. 4 (e)(Coil ID and Coil Weight for Strips/ Coils - IS 737)	-	0	-
Cl. 4 (f)(Core/ Spool Requirement for Coils - IS 737)	-	0	-
Cl. 4 (g)(Packing Mode - IS 737)	-	0	-
Cl. 5(Supply for Material - IS 737/ IS 10259)	-	0	-
Cl. 6(Freedom from Defects - IS 737)	-	999.99	-
Cl. 7(Chemical Composition - IS 504/ IS 504 (Part-1 to 12)/ IS 504 (Part-13 to 16)/ ASTM E 1251/ IS 11035)	-	0	-
Cl. 7(Si - IS 504 (Part-1)/ ASTM E 1251/ IS 11035)	-	499.98	-
Cl. 7(Fe - IS 504 (Part-2)/ ASTM E 1251/ IS 11035)	-	499.99	-
Cl. 7(Cu - IS 504 (Part-3)/ ASTM E 1251/ IS 11035)	-	499.98	-
Cl. 7(Mn - IS 504 (Part-5)/ ASTM E 1251/ IS 11035)	-	499.99	-
Cl. 7(Mg - IS 504 (Part-6)/ ASTM E 1251/ IS 11035)	-	499.99	-
Cl. 7(Cr - IS 504 (Part-8)/ ASTM E 1251/ IS 11035)	-	500	-
Cl. 7(Zn - IS 504 (Part-4)/ ASTM E 1251/ IS 11035)	-	499.99	-
Cl. 7(Ti - IS 504 (Part-11)/ ASTM E 1251/ IS 11035)	-	499.99	-
Cl. 7(Others (Each) - IS 504/ IS 504 (Part-1 to 12)/ IS 504 (Part-13 to 16)/ ASTM E 1251/ IS 11035)	-	499.98	-
Cl. 7(Others (Total) - IS 504/ IS 504 (Part-1 to 12)/ IS 504 (Part-13 to 16)/ ASTM E 1251/ IS 11035)	-	499.99	-
Cl. 7(Al - IS 504)	-	499.99	-
Cl. 8(Mechanical Properties - IS 1608 (Part-1))	-	0	-
Cl. 8.1(0.2% Proof Stress - IS 1608 (Part-1))	-	999.98	-
Cl. 8.1(Tensile Strength - IS 1608 (Part-1))	-	999.98	-
Cl. 8.1(Elongation on 50mm Gauge Length - IS 1608 (Part-1))	-	999.98	-
Cl. 8.2(Bend Test - IS 1599)	-	999.99	-
Cl. 9(Condition - IS 737/ IS 5052)	-	0	-
Cl. 10(Dimensions and Tolerances - IS 737/ IS 2676)	-	999.99	-
Cl. 11(Selection of Test Samples - IS 737)	-	0	-
Cl. 11.1(Sheet and Strip of Aluminium or Non - Heat Treatable Aluminium Alloy - IS 737)	-	0	-
Cl. 11.2(Sheet and Strip of Heat - Treatable Aluminium Alloys - IS 737)	-	0	-
Cl. 12(Retests - IS 737/ IS 10259)	-	0	-
Cl. 13(Packaging - IS 737/ IS 10259)	-	0	-
Cl. 13.1(Marking - IS 737)	-	0	-

-
-

IS 736 (1986)

Specification for wrought aluminium and aluminium alloy plate for general engineering purposes (Third Revision)

11000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4(Freedom from defect)	-	1000	-
5(chemical composition)	-	0	-
6.1 table 2(0.2% proof strength)	-	999.97	-
6.1 table 2(tensile strength)	-	999.99	-
6.1 table 2(Elongation)	-	999.98	-
8(Dimensions & Tolerances)	-	999.97	-
5.1, Table 1(Aluminium)	-	500	-
5.1, Table 1(Copper)	-	499.98	-
5.1, Table 1(Magnesium)	-	500	-
5.1, Table 1(Silicon)	-	499.98	-
5.1, Table 1(Iron)	-	499.98	-
5.1, Table 1(Mangnese)	-	499.99	-
5.1, Table 1(Zinc)	-	499.99	-
5.1, Table 1(Titanium and /or other grain refining element)	-	500	-
5.1, Table 1(Chromium)	-	499.98	-
5.1, Table 1(Vanadium)	-	499.99	-
Cl. 5.1 Table 1,(Chromium + Manganese)	-	499.99	-
Cl. 5.1 Table 1,(Copper + Silicon + Iron + Manganese)	-	500.02	-

-
-

IS 1285 (2023)

WROUGHT ALUMINIUM AND ALUMINIUM ALLOYS EXTRUDED ROUND TUBE AND HOLLOW SECTIONS FOR GENERAL ENGINEERINGPURPOSES SPECIFICATION

10500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6(FREEDOM FROM DEFECTS)	-	1000	-
8(DIMENSIONS AND TOLERANCES)	-	999.98	-
10(MECHANICAL PROPERTIES)	-	3000	-
Cl.9.1(Aluminium- IS 504 and its parts or any other intrumental/chemical methods)	-	499.99	-
Cl.9.1(Copper- IS 504 and its parts or any other intrumental/chemical methods)	-	499.99	-
Cl.9.1(Magnesium- IS 504 and its parts or any other intrumental/chemical methods)	-	500	-
Cl.9.1(Silicon- IS 504 and its parts or any other intrumental/chemical methods)	-	500	-
Cl.9.1(Iron- IS 504 and its parts or any other intrumental/chemical methods)	-	500	-
Cl.9.1(Manganese- IS 504 and its parts or any other intrumental/chemical methods)	-	500	-
Cl.9.1(Zinc- IS 504 and its parts or any other intrumental/chemical methods)	-	500	-
Cl.9.1(Titanium and/ or other grain refining elements- IS 504 and its parts or any other intrumental/chemical methods)	-	500	-
Cl.9.1(Chromium- IS 504 and its parts or any other intrumental/chemical methods)	-	500	-
Cl.9.1(Remarks (Ti+V) - IS 504 and its parts or any other intrumental/chemical methods)	-	500	-
Cl.9.1(Remarks (Cr+Mn) - IS 504 and its parts or any other intrumental/chemical methods)	-	500	-
Cl.9.1(Remarks (Total Impurities)- IS 504 and its parts or any other intrumental/chemical methods)	-	500	-
Cl. 9(Aluminium)	-	0	-
Cl. 9(Copper)	-	0	-
Cl. 9(Magnesium)	-	0	-
Cl. 9(Silicon)	-	0	-
Cl. 9(Iron)	-	0	-
Cl. 9(Manganese)	-	0	-
Cl. 9(Zinc)	-	0	-
Cl. 9(Titanium and/or other grain refining elements)	-	0	-
Cl. 9(Chromium)	-	0	-
Cl. 9(Ti+V)	-	0	-
Cl. 9(Cr+Mn)	-	0	-
Clause-10(Tensile strength)	-	0	-
Clauses 9.2(Ni)	-	0	-
Clauses 9.2(Pb)	-	0	-
Clauses 9.2(Sn)	-	0	-
Clauses 9.2(Ag)	-	0	-
Clauses 9.2(Be)	-	0	-
Clauses 9.2(Zr)	-	0	-
Clauses 9.2(Co)	-	0	-

-
-

IS 3854 (2023)

Switches for Domestic and Similar Purposes - Specification (Third Revision)

15000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl-4(General Requirements)	-	100	-
Cl-5(General notes on tests)	-	100	-
Cl-6(Rating)	-	100	-
Cl-7(Classification)	-	100	-
Cl-8(Marking)	-	100	-
Cl-9(Checking of dimensions)	-	1000	-
Cl-10.1, 10.2(Prevention of Access to Live Parts)	-	500	-
Cl-10.3(Requirements for Accessible Metal Parts)	-	500	-
Cl-10.4(Requirements for Insulation of the Mechanism)	-	500	-
Cl. 10.5(Requirements for Insulation of the Mechanism with Respect to the Surrounding Environment)	-	500	-
Cl-11(Provision for earthing)	-	1000	-
Cl-12(Terminals)	-	500	-
Cl-13(Constructional requirements)	-	500	-
Cl-15.1(Resistance to Ageing)	-	1000	-
Cl-21(Resistance to heat)	-	1000	-
Cl-25(Resistance to rusting)	-	1000	-
Cl-17(Temperature rise)	-	3000	-
Cl-15.3(Resistance to Humidity)	-	1000	-
Cl-24.1(Resistance to abnormal heat and fire)	-	2000	-
Cl-23(Creepage distances, clearances and distance through sealing compound)	-	1000	-
Cl-16.3(Electric Strength Test)	-	1000	-
Cl-18(Making and breaking capacity)	-	3000	-
Cl-14(Mechanism)	-	500	-
Cl-19(Normal operation)	-	2000	-
19.1(Test for Switches Intended for Inductive Loads)	-	2000	-
19.2(Test for Switches Intended for Externally Ballasted Lamp Loads)	-	2000	-
19.3(Test for Switches Intended for Self-ballasted Lamp Loads)	-	2000	-
Cl-10.6(Requirements for Switches Operated Indirectly)	-	500	-
Cl-10.7(Requirements for Switches with Replaceable Pull Cord)	-	500	-
Cl-15.2(Protection Provided by Enclosures of Switches)	-	500	-
Cl-16.1(General)	-	100	-
Cl-16.2(Test for Measuring the Insulation Resistance)	-	1000	-
Cl-20(Mechanical strength)	-	500	-
Cl-22(Screws, current carrying parts and connections)	-	500	-
Cl-24.2(Resistance to tracking)	-	1500	-
13.5(Attachment of knobs)	-	100	-
12.3.11(Table 11)(Test Current for the Verification of Electrical and Thermal Stresses in Normal Use of Screwless Terminals)	-	500	-
12.3.12(Table 13)(Deflection Test Forces)	-	500	-

-
-

IS 2074 (2023)

Ready Mixed Paint Air Drying Red Oxide Zinc Chrome Priming -Specification (Fourth Revision)

11000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl-4(The smell of the material shall not be objectionable during application)	-	500	-
Cl-5.1 (a)(Pigment)	-	500	-
Cl-5.1 (b)(Driers)	-	0	-
Cl-5.1.1 (a)("Zinc oxide content Chromic anhydride content")	-	500	-
Cl-5.1.1 (b)(Synthetic red oxides of iron or Natural red oxides of iron or A mixture of both which shall correspond to red oxide, percent by mass)	-	500	-
Cl-5.1.1 (c)(Suitable extenders)	-	0	-
Cl-5.1.2(volatile vehicle)	-	0	-
Cl-5.2(Material)	-	0	-
Cl-5.3(Compatibility with Thinner)	-	0	-
Cl-5.4(Freedom from Objectionable Impurities)	-	0	-
Cl-5.5(Lead Restriction)	-	500	-
Cl-5.6 & 8 Table-1 (i) (a)(Consistency)	-	0	-
Cl-5.6 & 8, Table-1 (i) (b)(Viscosity by ford cup No. 4 at 27±2°C)	-	500	-
Cl-5.6 & 8, Table-1 (ii)(Mass, in kg/10 1, Min)	-	500	-
Cl-5.6 & 8, Table-1 (iii)("Drying time, h, Max a) Surface dry b) Hard dry")	-	500	-
Cl-5.6 & 8, Table-1 (iv)(a) Finish)	-	500	-
Cl-5.6 & 8, Table-1 (iv)(b) Gloss 60° , Max)	-	600	-
Cl-5.6 & 8, Table-1 (v)(Fineness of grind, microns, Max)	-	500	-
Cl-5.6 & 8, Table-1 (vi)(Colour)	-	500	-
Cl-5.6 & 8,, Table-1 (vii) a)(Flexibility and adhesion: Bend test with 6.25mm dia mandrel and in type 1 apparatus)	-	1000	-
Cl-5.6 & 8,, Table-1 (vii) b)(Flexibility and adhesion: Scratch hardness)	-	1200	-
Cl-5.6 & 8, Table-1 (viii)(Flash point)	-	800	-
Cl-5.6 & 8,, Table-1 (ix)(Volume solids, percent)	-	1000	-
Cl-5.6 & 8,, Table-1 (x) (a)(Resistance to humidity)	-	1200	-
Cl-5.6 & 8, Table-1 (x) (b)("Resistance to sea water (applicable for marine paints only)")	-	1200	-
Cl-5.6 & 8, Table-1 (x) (c)(Resistance to salt spray)	-	1200	-
Cl-5.6 & 8, Table-1 (xi)(Accelerated storage stability test)	-	1200	-
Cl-5.6 & 8, Table-1 (xii)("Keeping properties Visual observation (Corrosion and odour of putrefaction, rancidity or souring) ")	-	1000	-
Cl-5.6 & 8, Table-1 (xii)("Keeping properties Change in skinning")	-	1000	-
Cl-5.6 & 8, Table-1 (xii)("Keeping properties Degree of settling ")	-	1000	-
Cl-5.6 & 8, Table-1 (xii)("Keeping properties Observation of dried film ")	-	1000	-
Cl-5.6 & 8, Table-1 (xii)("Keeping properties Loss of mass resulting from Storage ")	-	1000	-
Cl-5.7, Table-2 (i)(Consistency)	-	500	-
Cl-5.7, Table-2 (ii)(Hard dry, h, Max)	-	500	-
Cl-5.7, Table-2 (iii)(Non- volatile vehicle, percent, Min)	-	500	-
Cl-5.7, Table-2 (iv)(Wet opacity, m2 /10 l, Min)	-	500	-

-
Included w.e.f-12.06.2026

IS 3854 (1997)

Switches for domestic and similar purposes - Specification (Second Revision)

15000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
8(Marking)	-	1000	-
12.2.4(Resistance to corrosion)	-	500	-
12.2.4(Resistance to corrosion)	-	500	-
8(Marking)	-	200	-
6(Rating)	-	500	-
6(Rating)	-	500	-
7(Classification)	-	500	-
7(Classification)	-	200	-
7(Classification)	-	200	-
7(Classification)	-	200	-
7(Classification)	-	200	-
7(Classification)	-	200	-
7(Classification)	-	200	-
7(Classification)	-	200	-
7(Classification)	-	200	-
10(Protection against Electric Shock)	-	500	-
11.1(Provision for earthing)	-	500	-
12(Terminals)	-	500	-
12.2.1(Terminals)	-	100	-
12(Terminals)	-	500	-
12.2.2(Connection of conductor)	-	500	-
12.2.3(Mechanical strength of terminals)	-	500	-
12.2.3(Mechanical strength of terminals)	-	200	-
12.2.5(Undue damage to conductor)	-	200	-
12.2.7(Insertion of conductor)	-	200	-
12.2.9(Locking against accidental loosening)	-	200	-
12.2.11(Distance between screw and conductor)	-	100	-
12.2.11(Distance between screw and conductor)	-	100	-
12.3.2(Screwless terminals)	-	100	-
12.3.3(Connectin of conductor)	-	100	-
12.3.4(Material of terminals)	-	100	-
12.3.5(Clamping)	-	100	-
12.3.5(Clamping)	-	100	-
12.3.7(v) Interconnection of conductors [Cl. 12.3.7])	-	100	-
12.3.7(v) Interconnection of conductors [Cl. 12.3.7])	-	100	-
12.3.11(vi) Electrical & Thermal Stresses [Cl 12.3.11])	-	100	-
12.3.11(vi) Electrical & Thermal Stresses [Cl 12.3.11])	-	100	-
12.3.12(vii) Deflection Stresses [Cl. 12.3.12])	-	100	-
13.1(a) Insulating lining, barriers and the like [Cl 13.1])	-	100	-
13.2(b) Construction of switch [Cl 13.2])	-	100	-
13.2(i) Installation Test)	-	100	-
13.3(c) Covers,cover plates and actuating members [Cl 13.3])	-	100	-
13.4(d) Ordinary switches [Cl 13.4])	-	100	-
13.5(e) Rotary switches [Cl 13.5])	-	100	-
13.6(f) Screws and other means [Cl 13.6])	-	100	-
13.7(g) Combination of switches or switches and socket outlets [Cl 13.7])	-	100	-
13.8(h) Assessories combined with switches [Cl. 13.8])	-	100	-
13.9(j) Switches other than ordinary switches [Cl. 13.9])	-	100	-
13.1(k) Switches to be installed in a box [Cl. 13.10])	-	100	-
13.12, 13.13, 13.14(m) Inlet opening [Cl. 13.12.13.13 & 13.14])	-	100	-
13.15(q) Requirements for membrane in inlet opening [ Cl. 13.15])	-	100	-
14(Mechanism [Cl. 14])	-	500	-
15.1(Resistance to Ageing, to Harmful Ingress of water and to Humidity [Cl. 15]: Resistance to Ageing, [Cl. 15.1])	-	400	-
15.2(b)Resistance to Harmful ingress of water [Cl. 15.2])	-	300	-
15.3(c) Resistance to Humidity [Cl. 15.3])	-	300	-
16.1(Insulation resistance [Cl. 16.1])	-	800	-
16.2( Electric Strength [Cl. 16.2])	-	700	-
17(Temperature- rise [Cl. 17])	-	2000	-
18(Marking and breaking Capacity[Cl. 18])	-	3500	-
18(Marking and breaking Capacity[Cl. 18])	-	3500	-
19(Normal Operation [Cl. 19] a) General & Operation)	-	4000	-
19(b) Electric Strength)	-	2000	-
19(c)Temperature-rise )	-	1000	-
14.3(d)Test for arcing and sparking [Cl 14.3])	-	200	-
19.2(Normal Operation (For AX type Switches) [Cl. 19.2])	-	200	-
19.2(Normal Operation (For AX type Switches) [Cl. 19.2])	-	200	-
20(Mechanical Strength Test [Cl. 20])	-	500	-
21(Resistance to Heat [Cl.21])	-	1000	-
21(Resistance to Heat [Cl.21])	-	1000	-
21(Resistance to Heat [Cl.21])	-	1000	-
22(Screw, Current Carrying Part And Connection [Cl.22])	-	200	-
22.1(i) Screw & Nuts [Cl.22.1])	-	100	-
22.4(ii) Screw & rivets [Cl . 22.4])	-	100	-
22.3(iii) Electrical Connections [Cl.22.3])	-	100	-
22.5(iv) Current carrying part [Cl.22.5])	-	100	-
23.2(Creepage distances, clearances and distance through sealing compound [Cl.23])	-	500	-
23(Creepage distances, clearances and distance through sealing compound [Cl.23])	-	500	-
23(Creepage distances, clearances and distance through sealing compound [Cl.23])	-	500	-
22.7(Screws, current carrying parts and connections )	-	100	-
22.6(Screws, current carrying parts and connections )	-	100	-
22.5(Screws, current carrying parts and connections )	-	100	-
22.4(Screws, current carrying parts and connections )	-	100	-
22.3(Screws, current carrying parts and connections )	-	100	-
22.2(Screws, current carrying parts and connections )	-	100	-
22.1(Screws, current carrying parts and connections )	-	100	-
21.3(Resistance to heat )	-	100	-
21.2(Resistance to heat )	-	100	-
21.1(Resistance to heat )	-	200	-
20.9(Mechanical strength )	-	100	-
20.8(Mechanical strength )	-	100	-
20.7(Mechanical strength )	-	100	-
20.6 & 24.4.2(Mechanical strength )	-	100	-
20.6 & 24.4.1(Mechanical strength )	-	100	-
20.5 & 24.4.2(Mechanical strength )	-	100	-
20.5 & 24.4.1(Mechanical strength )	-	100	-
20.4.2(Mechanical strength )	-	100	-
20.4.1(Mechanical strength )	-	100	-
20.4(Mechanical strength )	-	100	-
20.3(Mechanical strength )	-	100	-
20.2(Mechanical strength )	-	100	-
20.1(Mechanical strength )	-	100	-
19.2(Normal operation)	-	2000	-
19.1(Normal operation)	-	3000	-
18.2(Making and breaking capacity )	-	2000	-
18.1(Making and breaking capacity )	-	1000	-
16.3(Insulation resistance and electric strength )	-	500	-
16(Insulation resistance and electric strength )	-	1500	-
15.3(Resistance to ageing, to harmful ingress of water and to humidity )	-	500	-
15.2.3(Resistance to ageing, to harmful ingress of water and to humidity )	-	500	-
15.2.2(Resistance to ageing, to harmful ingress of water and to humidity )	-	500	-
15.2.1(Resistance to ageing, to harmful ingress of water and to humidity )	-	500	-
15.2(Resistance to ageing, to harmful ingress of water and to humidity )	-	500	-
15.1(Resistance to ageing, to harmful ingress of water and to humidity )	-	500	-
15(Resistance to ageing, to harmful ingress of water and to humidity )	-	1500	-
14.6(Mechanism)	-	100	-
14.5(Mechanism)	-	100	-
14.4(Mechanism)	-	100	-
14.3(Mechanism)	-	100	-
14.2(Mechanism)	-	100	-
14.1(Mechanism)	-	100	-
13.15.2(Constructional requirements )	-	100	-
13.15.1(Constructional requirements )	-	100	-
13.15(Constructional requirements )	-	200	-
13.14(Constructional requirements )	-	200	-
13.13(Constructional requirements )	-	100	-
13.12(Constructional requirements )	-	100	-
13.11(Constructional requirements )	-	100	-
13.1(Constructional requirements )	-	100	-
13.9(Constructional requirements )	-	100	-
13.8(Constructional requirements )	-	100	-
13.7(Constructional requirements )	-	100	-
13.6(Constructional requirements )	-	100	-
13.5(Constructional requirements )	-	100	-
13.4(Constructional requirements )	-	100	-
13.3.3(Constructional requirements )	-	100	-
13.3.2(Constructional requirements )	-	100	-
13.3.1(Constructional requirements )	-	100	-
13.3(Constructional requirements )	-	100	-
13.2(Constructional requirements )	-	100	-
13.1(Constructional requirements )	-	100	-
13(Constructional requirements )	-	500	-
12.3.12(Terminals)	-	200	-
12.3.11.b(Terminals)	-	200	-
12.3.11.a(Terminals)	-	200	-
12.3.10(Terminals)	-	200	-
12.3.9(Terminals)	-	200	-
12.3.6(Terminals)	-	200	-
12.3.1(Terminals)	-	200	-
12.3(Terminals)	-	200	-
12.2.12(Terminals)	-	200	-
12.2.10(Terminals)	-	200	-
12.2.8(Terminals)	-	200	-
12.2.6(Terminals)	-	200	-
12.2(Terminals)	-	200	-
12.1(Terminals)	-	200	-
11.4(Provision for earthing)	-	100	-
11.3(Provision for earthing)	-	100	-
11.2(Provision for earthing)	-	100	-
11.1(Provision for earthing)	-	100	-
10.7(Protection against electric shock )	-	100	-
10.5(Protection against electric shock )	-	100	-
10.4(Protection against electric shock )	-	100	-
10.3.2(Protection against electric shock )	-	100	-
10.3.1(Protection against electric shock )	-	100	-
10.3(Protection against electric shock )	-	100	-
10.2(Protection against electric shock )	-	100	-
10.1(Protection against electric shock )	-	100	-
8.1(Marking)	-	100	-
8.8(Marking)	-	100	-
8.7(Marking)	-	100	-
8.6(Marking)	-	100	-
8.5(Marking)	-	100	-
8.4(Marking)	-	100	-
8.3(Marking)	-	100	-
8.2(Marking)	-	100	-
8.1(Marking)	-	100	-
7.2(Classification)	-	100	-
7.1.8(Classification)	-	100	-
7.1.6(Classification)	-	100	-
7.1.5(Classification)	-	100	-
7.1.4(Classification)	-	100	-
7.1.3(Classification)	-	100	-
7.1.2(Classification)	-	100	-
7.1.1(Classification)	-	100	-
7.1(Classification)	-	100	-
6.2(Ratings)	-	100	-
6.1(Ratings)	-	100	-
6(Ratings)	-	200	-
25(Resistance to Rusting)	-	500	-
12.2.6(Terminals, Qualitative)	-	200	-
12.3.1(Terminals, Qualitative)	-	200	-
12.3.6(Terminals, Qualitative)	-	200	-
12.3.10(Terminals, Qualitative)	-	200	-
13.12(Qualitative)	-	100	-
14(Mechanism)	-	500	-

-
-

IS 1475 (2024)

Drinking Water Coolers - Specification (Fourth Revision)

30000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4(Classification)	-	0	-
5(Construction)	-	0	-
6.3(Cooling Capacity Test)	-	5000	-
6.4(Maximum Operating Condition Test)	-	4999.98	-
6.5(Pull Down Test)	-	5000	-
9(Maximum Power Consumption Test)	-	2500	-
10(Annual Energy Consumption Test)	-	2500	-
11(Storage Capacity Test)	-	500	-
13(Functional Test)	-	2000.03	-
14 a)(Protection against electric shock)	-	1500	-
14 b)(High voltage (electric strength) test)	-	2500	-
14 c)(Leakage current tests)	-	2000	-
14 d)(Provision for earthing)	-	1000	-
4(Classification)	-	0	-
5(Construction)	-	0	-
6.3(Cooling Capacity Test)	-	0	-
6.4(Maximum Operating Condition Test)	-	0	-
6.5(Pull Down Test)	-	0	-
9(Maximum Power Consumption Test)	-	0	-
10(Annual Energy Consumption Test)	-	0	-
11(Storage Capacity Test)	-	0	-
13(Functional Test)	-	0	-
14 a)(Protection against electric shock)	-	0	-
14 b)(High voltage (electric strength) test)	-	0	-
14 c)(Leakage current tests)	-	0	-
14 d)(Provision for earthing)	-	0	-

-
included w.e.f 11-12-2025.

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Bureau of Indian Standards

The National Standards Body of India

National Test House (NR) - NTH, Ghaziabad

Kamla Nehru Nagar,Ghaziabad, Ghaziabad, Ghaziabad, Uttar Pradesh, 201002

9999472699 director-gzb@nth.gov.in

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