BIS - LIMS (Laboratory Information Management System)

National Test House (NWR)

E 763, ROAD NO. 9F1, VKI AREA, Jaipur, Jaipur, Rajasthan, 302013

9414046288 nthjaipur-ca@nic.in

Scope List

Reset

41 Results

S.No.

Indian Standard No.

Product

Grade / Type / Size / Designation etc.

Exclusion

Testing Charges (Excl. Of Taxes)

Facility Type

Effective Date

Validity Date

Remark

IS 1489 : Part 2 (2015)

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

Calcined clay based

11000 View breakup
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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)	-	500	-
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)	-	500	-
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)	-	500	-
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)	-	2000	-

Complete

31 Dec, 2026

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-

IS 8042 (2015)

White portland cement - Specification (Third Revision)

12000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6 -Table 2- i(Fineness 4031 Part 2)	-	1000	--
6 -Table 2- ii- a(Expansion by Le Chatelier- 4031 Part 3)	-	1000	--
6 -Table 2- ii- a(Expansion after aeration - 4031 Part 3)	-	1000	--
6 -Table 2- ii- b(Expansion by Autoclave- 4031 Part 3)	-	1000	--
6-Table 2- ii- b(Expansion after aeration- 4031 Part 3)	-	1000	--
6 -Table 2- iii- a(Setting Time Initial- 4031 Part 5)	-	500	--
6 -Table 2-iii- b(Setting Time Final- 4031 Part 5)	-	500	--
6 -Table 2- iv- a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	1000	--
6 -Table 2- iv- b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	1000	--
6 -Table 2- iv- c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	1000	--
6 -Table 2- vi(Degree of whiteness-Annex B)	-	3000	--
5 - Table - 1 i(Ratio of percentage of lime to percentages of silica, alumina and iron oxide - Cl 4 of IS 4032:1985)	-	500	-
5 - Table - 1 ii(Iron oxide - Cl 4.5 of IS 4032:1985)	-	500	-
5 - Table - 1 iii(Insoluble residue - Cl 4.10 of IS 4032:1985)	-	500	-
5 - Table - 1 iv(Magnesia - Cl 4.8 of IS 4032:1985)	-	1000	-
5 - Table - 1 v(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 4.9 of IS 4032:1985)	-	500	-
5 - Table - 1 vi(Loss on ignition - Cl 4.2 of IS 4032:1985)	-	500	-
5 - Table - 1 vii(Chloride content - Cl 4.13 of IS 4032:1985)	-	500	-

Complete

31 Dec, 2026

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-

IS 383 (2016)

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

Coarse/Fine

17250 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Clause 5.1(General)	-	15000	-
5.5 Na2so4/5.5.1 Maso4/5.5.1 (Soundness)	-	2000	-
5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (coarse aggregate))	-	0	-
5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (fine aggregate))	-	1000	-
5.2- TABLE-2- (ii) IS-2386 (P-2)(Clay lumps (coarse aggregate ))	-	500	-
5.2- TABLE-2- (iv) IS-2386 (P-2)(Soft fragments (coarse aggregate))	-	500	-
5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (coarse aggregate ))	-	500	-
5.5-IS: 2386 (P-5)(Soundness (fine aggregate))	-	2000	-
5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (fine aggregate))	-	0	-
5.2- TABLE-2- (ii) IS-2386 (P-2)(Clay lumps (fine aggregate ))	-	500	-
5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (fine aggregate ))	-	500	-
5.2- TABLE-2- (Note-4) IS-2386 (P-2)(Organic impurities (fine aggregate))	-	500	-
5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (coarse aggregate))	-	500	-
5.2- TABLE-2- (Note-3) IS-2386 (P-2)(Mica content (fine aggregate))	-	500	-

Complete

31 Dec, 2026

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Included w.e.f. 16.10.2017

IS 9873 : Part 9 (2017)

Safety of Toys Part 9 Certain Phthalates Esters in Toys and Children's Products

12000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
3.0(Vinyl in toys or childcare articles - a) Bis-(2-ethlyhexyl) Phthalates (DEHP), b) Di-Butyl phthalate (DBP), c) Benzyl butyl Phthalate (BBP) - IS 9873 Part 6)	-	6000		-
3.0(Vinyl in any part of the toy or childcare article that can be placed in mouth of a child under 4 years of age - a) Di-iso-Nonyl Phthalate (DINP), b) Di-iso-Decyl Phthalate (DIDP), c) Di-n-Octyl Phthalate (DNOP) - IS 9873 Part 6)	-	6000		-

Complete

31 Dec, 2026

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-

IS 432 : Part 2 (1982)

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

8000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Clause 3.1.1(Sulphur)	-	500	-
Clause 7.1(Proof Stress (0.2 percent ))	-	500	-
7.0 & 7.1(Elongation on SoA 5.65mm GL - IS: 1608 (P1))	-	500	-
Clause 7.1(Ultimate Tensile Stress)	-	500	-
Cl 8.3(Bending To Both Side At 90°, Then Straight)	-	500	-
Clause 8.3(Reverse Bend test)	-	500	-
Clause 3.1.1(Phosphorus)	-	500	-

Complete

31 Dec, 2026

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-

IS 432 : Part 1 (1982)

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

8000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 8.2(Bend test)	-	500	-
Cl 8.1(ultimate tensile stress, yield stress and percentage elongation)	-	500	-
Clause -4, 4.1( CARBON)	-	500	-
Clause -4, 4.1(SULPHUR)	-	500	-
Clause -4, 4.1(PHOSPHURS)	-	500	-
Clause -4, 4.1(MANGANESE)	-	500	-

Complete

31 Dec, 2026

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-

IS 12786 (1989)

Irrigation equipment - Polyethylene pipes for irrigation laterals - Specification

Outside Diameter 12, 16, 20, 25, 32mm

10000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4.1.c & 4.2.a (Carbon Black content - IS 2530 : 1963)	-	1500	-
4.2.b (The dispersion of Carbon Black content shall be satisfactory - IS 2530 : 1963)	-	1000	-
7.3(Tensile Test)	-	1000	-
7.3(Elongation at Break)	-	1000	-
7.4(SusceptibiIity to Environmental Stress Cracking)	-	2000	-
5 and Table 1(DIMENSIONS OF PIPES - outside diameters)	-	500	-
5 and Table 1(DIMENSIONS OF PIPES - wall thickness shall)	-	500	-
7.2(Reversion Test)	-	1000	-
7.1(Hydraulic Characteristics)	-	5000	-
6.1(Visual Appearance)	-	1000	-
7.1 Table-2 (b)Acceptance Test for 01 hour at 20°C & 6.9MPa induced stress)	-	5000	-
7.1 Table-2 (Hydraulic Characteristics a)Quality Test for 100 hours at 70°C & 2.5.MPa induced stress. )	-	5000	-
4.1.c.ii (Toluene extract - Annex A)	-	1000	-
4.1.c.iii (Volatile matter - Annex B )	-	1000	-

Complete

31 Dec, 2026

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-

IS 8041 (1990)

Rapid hardening portland cement - Specific4tion (Second Revision)

10000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6.1(Fineness 4031 Part 2)	-	1000	--
6.2.1(Expansion by Le Chatelier- 4031 Part 3)	-	1000	--
6.2.1.1(Expansion after aeration - 4031 Part 3)	-	1000	--
6.2.1(Expansion by Autoclave- 4031 Part 3)	-	1000	--
6.2.1.1(Expansion after aeration- 4031 Part 3)	-	1000	--
6.3 a)(Setting Time Initial- 4031 Part 5)	-	500	--
6.3 b)(Setting Time Final- 4031 Part 5)	-	500	--
6.4 a)(Compressive Strength At 24 hrs ± 30 minutes - IS 4031 Part 6)	-	1000	--
6.4 b)(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	1000	--
5.1 - Table - 1 iii(Insoluble residue - Cl 4.10 of IS 4032:1985)	-	500	-
5.1 - Table - 1 i(Ratio of percentage of lime to percentages of silica, alumina and iron oxide - Cl 4 of IS 4032:1985)	-	1000	-
5.1 - Table - 1 ii(Ratio of percentage of alumina to that of iron oxide - Cl 4 of IS 4032:1985)	-	500	-
5.1 - Table - 1 iv(Magnesia - Cl 4.8 of IS 4032:1985)	-	1000	-
5.1 - Table - 1 v(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 4.9 of IS 4032:1985)	-	500	-
5.1 - Table - 1 vi(Total loss on ignition - Cl 4.2 of IS 4032:1985)	-	500	-

Complete

31 Dec, 2026

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-

IS 398 : Part 4 (1994)

Aluminium conductors for overhead transmission purposes: Part 4 aluminium alloy stranded conductors (Aluminium - Magnesium - Silicon Type) - Specification (Third Revision)

9000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6.1(Freedom from Defects)	-	500	-
7.1 Table-1(Dimensional measurement of wires)	-	500	-
7.2.2 Table-2, Table-4(Calculated resistance of Stranded Conductor)	-	500	-
8.1(Joints in wires-Conductors Containing Seven Wires)	-	500	-
8.2(Joints in wires-Conductors Containing More Than Seven Wires)	-	500	-
9.1(Stranding)	-	500	-
9.2 Table 3(Lay Ratio of stranded conductors)	-	500	-
9.3(Direction of Lay)	-	500	-
9.4(Multiple layers of wires)	-	500	-
11(Packing and Marking)	-	100	-
12.2 Table 1(Breaking Load Test- Before Stranding)	-	4000	-
12.2 Table 1(Breaking Load Test- After Stranding)	-	4000	-
12.3 Table 1(Elongation Test- Before Stranding)	-	4000	-
12.3 Table 1(Elongation Test- After Stranding)	-	4000	-
12.4 Table 1(Resistance of Aluminium wire)	-	4000	-
9.2(Lay Ratio 24 wire layer)	-	500	-
9.2(Lay Ratio 18 wire layer)	-	500	-
9.2(Lay Ratio 12 wire layer)	-	500	-
9.2(Lay Ratio 3/6 wire layer)	-	500	-

Complete

31 Dec, 2026

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-

IS 398 : Part 2 (1996)

Aluminium conductors for overhead transmission purposes - Specification: Part 2 aluminium conuuctors, galvanized steel - Reinforced (Third Revision)

10 to 560 sq, mm

15000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
8.1.1 & 13.2 Table-1 (mech)(Diameter of Aluminium Wires Before Stranding)	-	500	-
8.1.1 & 13.2 Table 2 (mech)(Diameter of Steel Wires Before Stranding)	-	500	-
8.1.1 & 13.2 Table-1 (mech)(Diameter of Aluminium Wires After Stranding)	-	500	-
8.1.1 & 13.2 Table 2 (mech)(Diameter of Steel Wires After Stranding)	-	500	-
10 (elec)(Stranding)	-	500	-
10 (elec)(Stranding)	-	500	-
13.3 Table 1 (mech)(Breaking Load of Aluminium Wires Before Stranding)	-	4000	-
13.3 Table 2 (mech)(Breaking Load of Steel Wires Before Stranding)	-	4000	-
13.3 Table 1 (mech)(Breaking Load of Aluminium Wires After Stranding)	-	4000	-
13.3 Table 2 (mech)(Breaking Load of Steel Wires After Stranding)	-	4000	-
13.4.1 (mech)(Ductility by Torsion Test before stranding)	-	2000	-
13.4.1 (mech)(Ductility by Torsion Test after stranding)	-	2000	-
13.4.2 (elec)(Ductility by Elongation Test before stranding)	-	2000	-
13.4.2 (elec)(Ductility by Elongation Test after stranding)	-	2000	-
13.5.1 (mech)(Wrapping Test Aluminium Wires Before Stranding)	-	2000	-
13.5.1 (mech)(Wrapping Test Aluminium Wires After Stranding)	-	2000	-
13.5.2 (mech)(Wrapping Test Galvanized Steel Wires Before Stranding)	-	2000	-
13.5.2 (mech)(Wrapping Test Galvanized Steel Wires After Stranding)	-	2000	-
13.6 (elec)(Resistance test-Aluminium wire before Stranding)	-	4000	-
13.6 (elec)(Resistance test-Aluminium wire after stranding)	-	4000	-
13.7.2 (chem)(Mass of Zinc coating)	-	2000	-
13.7.2 (chem)(Uniformity of Zinc coating)	-	1000	-
13.8 Table-4 (mech)(Lay Ratio- Aluminium Wire Outermost Layer)	-	500	-
13.8 Table-4 (mech)(Lay Ratio- Aluminium Wire Layer Immediately Beneath Outermost Layer)	-	500	-
13.8 Table-4 (mech)(Lay Ratio- Aluminium Wire Innermost Layer of Conductors with 3 Aluminium Wire Layers)	-	500	-
13.8 Table-4 (mech)(Lay Ratio- Steel Core (6 Wire Layer))	-	500	-
13.9 (elec)(Surface condition test)	-	5000	-
13.10 (elec)(Ultimate breaking load)	-	5000	-
13.11 (elec)(Stress-strain test)	-	10000	-

Complete

31 Dec, 2026

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-

IS 14255 (1995)

Aertal bunched cables - For working voltages up to and including 1100 Volts - Specification

up to and including 1100 volts

24000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
10.1 c) iii)(Hot set test: Permanent elongation (set) after cooling - IS 10810: Part 30)	-	500	-
10.1 a) iii)(Resistance test - IS10810: Part 5)	-	2000	-
10.1 c) ii)(Ageing in air oven : Elongation variation- IS 10810: Part 11)	-	2000	-
10.1 c) i)(Physical tests for XLPE Insulation: elongation at break - IS 10810: part 7)	-	500	-
10.1 g)(High voltage test - IS10810:Part 45)	-	2000	-
10.1 c) iii)(Hot set test: Elongation under load - IS 10810: Part 30)	-	500	-
10.1 f)(Insulation resistance (Volume resistivity) test a) volume resistivity at 27°C - IS 10810: Part 43)	-	1000	-
10.1 b) iii)(Test on messenger conductor: Resistance test - IS 10810: Part 5)	-	1000	-
10.1 c) iv)(Shrinkage test : Shrinkage - 10810:Part 12)	-	500	-
10.1 c) i)(Physical tests for XLPE Insulation: Tensile strength - IS 10810: Part 7)	-	500	-
7.2( Thickness of insulation)	-	500	-
10.1 c) v)(Water ahsorption (Gravimetric) - IS 10810: Part 33 )	-	1000	-
10.1 a) ii)(Wrapping test - 10810: Part 3)	-	500	-
10.1 b) i)(Test on messenger conductor: Breaking load - IS 10810: Part 2)	-	1000	-
10.1 b) ii)(Test on messenger conductor: Elongation test - Cl 11.3)	-	1000	-
10.1 a) i)(Tests on phase/street light conductor: tensile test - Test method IS10810:Part 2)	-	1000	-
10.1 d) i)(Physical test for PE insulation: Tensile strength - IS 10810: Part 7 )	-	500	-
10.1 d) i)(Physical test for PE insulation: elongation at break - IS 10810: Part 7)	-	500	-
10.1 d) ii)(Melt flow index- IS 10810: Part 23)	-	2000	-
10.1 d) iii)(Carbon Black Content)	-	1000	-
10.1 d) iv)(Vicat softening point -IS 10810: Part 22)	-	1000	-
10.1 d) v)(Environmental stress cracking -IS 10810:Part29)	-	1000	-
4.1(Phase/Street Lighting conductor)	-	0	-
4.2(Messenger (Neutral Conductor or Otherwise))	-	0	-
5.1(Insulation)	-	0	-
6.1(Flexibility class)	-	0	-
6.2(Compactness)	-	0	-
6.3(Protective barrier)	-	0	-
6.4(size of street lighting conductor)	-	0	-
6.5(Size of messenger conductor )	-	0	-
6.6(Joints in messenger conductor )	-	0	-
7.1(Insulation)	-	0	-
7.3(Tolerance on thickness of insulation )	-	0	-
7.4(Aplication of the insulation )	-	0	-
7.5(Colour of the insulation )	-	0	-
8.1(Core identification)	-	0	-
8.2(Core identification)	-	0	-
8.3(Identification by other means)	-	0	-
9.1(Assembly (Laying up))	-	0	-
9.2(Assembly (Laying up))	-	0	-
9.3(Direction of lay)	-	0	-
10.1 c) ii)(Ageing in air oven : Tensile strength variation - IS 10810:Part 11)	-	0	-
11.4(Bending Test on the Completed Cable ( Optional) )	-	0	-
11.4(Bending Test on the Completed Cable ( Optional))	-	0	-
6.2(No of strands)	-	0	-
6.2(Surface)	-	0	-
6.6(Direction of outer layer)	-	0	-
10.1 c) iv)(Shrinkage test : Crack Observed - 10810:Part 12)	-	0	-
10.1 f)(Insulation resistance (Volume resistivity) test b) volume resistivity at 70°C - IS 10810: Part 43)	-	0	-

Complete

31 Dec, 2026

-
including w.e.f 09.10.2024

Bureau of Indian Standards

The National Standards Body of India

National Test House (NWR)

E 763, ROAD NO. 9F1, VKI AREA, Jaipur, Jaipur, Rajasthan, 302013

9414046288 nthjaipur-ca@nic.in

Scope List