BIS - LIMS (Laboratory Information Management System)

National Test House (WR), Mumbai

Plot No. F - 10, MIDC , Andheri (E), Mumbai, Mumbai Suburban, Maharashtra, 400093

6900181066 director.nthwr-ca@gov.in

Scope List

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61 Results

S.No.

Indian Standard No.

Product

Grade / Type / Size / Designation etc.

Testing Charges (Excl. Of Taxes)

Validity Date

Remark

IS 1489 (Part 1) (2015)

Portland pozzolana cement - Specification: Part 1 fly Ash Based

10500 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- b(Expansion by Autoclave- 4031 Part 3)	-	1000	-
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- c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	3000	-
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)	-	500	-
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)	-	500	-
6 - Table - 1 v(Chloride content - Cl 4.13 of IS 4032:1985)	-	500	-
6 - Table - 1 vi( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985)	-	1000	-

24 Jul, 2025

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-

IS 456 (2000)

Plain and reinforced concrete - Code of practice (Fourth Revision)

4000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
16.1(Average Compressive Strength)	-	4000		-

24 Jul, 2025

-
Water & Concrete Cubes

IS 14846 (2000)

Sluice valve for water works purposes (50 To 1200 mm size) - specification

PN 1.0 & PN 1.6

7500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4(Nominal Pressures)	-	2500	NA
5.1(Nominal Sizes)	-	1000	NA
7.2.1(Manufacture - Bodies and Bonnets)	-	1000	NA
7.2.4(Manufacture)	-	1000	NA
7.3 Table 3A 1(Flanges)	-	1000	NA
7.3 Table 3A 2(Flanges)	-	1000	NA
7.3 Table 3A 3(Flanges)	-	1000	NA
7.3 Table 3A 4(Flanges)	-	1000	NA
7.3 Table 3A 5(Flanges)	-	1000	NA
7.3 Table 3A 6(Flanges)	-	1000	NA
7.4.1(Wedges )	-	1000	NA
7.4.2(Wedge Faces)	-	1000	NA
7.5(Guides and Lugs)	-	1000	NA
7.6 Table 4(Facing or Seat Rings)	-	1000	NA
7.7.1 Table 2,3(Dimension of Stem and Wedge Nuts)	-	1000	NA
7.7.1 Table 2,4(Dimension of Stem and Wedge Nuts)	-	1000	NA
7.7.1 Table 2,5(Dimension of Stem and Wedge Nuts)	-	1000	NA
7.7.2(Stem and Wedge Nuts)	-	1000	NA
7.7.3(Stem and Wedge Nuts)	-	1000	NA
7.7.4(Stem and Wedge Nuts)	-	1000	NA
7.9(Height of Valve)	-	1000	NA
7.11(Hand Wheel)	-	1000	NA
7.12(Valve Caps)	-	1000	NA
7.13 Table 2, 3(Stuffing Box )	-	1000	NA
7.14(By Pass Arrangements)	-	1000	NA
10.1 Annex B-1(Hydraulic Test)	-	2500	NA

24 Jul, 2025

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For Grade PN 1.0 and PN 1.6; Size (Dia.) Designation : 50, 65, 80, 100, 125, 150, 200, 250, 300, 350, 400, 450, 500, 600, 700, 750, 800, 900, 1000, 1100 and 1200 mm

IS 14933 (2001)

High Pressure Fire Fighting Hose -Specification

Type A

29000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 3.4(Internal Dia)	-	1000	NA
Cl 4(Length)	-	1000	NA
Cl 5(Mass)	-	1000	NA
Cl 6(Coil Dia)	-	1000	NA
Cl 10(Hydaulic Proof Pressure Test)	-	5000	NA
Cl 11(Hydraulic Burst Pressure Test)	-	5000	NA
Cl 12(Kink test)	-	2000	NA
Cl 13 & Annex A(Adhesion Test)	-	2000	NA
Cl 14 & Annex B(Abrasion Resistance Test)	-	1000	NA
Cl 15(Accelerated Ageing Test)	-	8000	NA
Cl 16(Change in Length)	-	2000	NA
Cl 17.2(Oil Resistance Test)	-	2000	NA
Cl 17.3(Heat Resistance Test)	-	2000	NA
Cl 17.3(Heat Resistance Test)	-	2000	NA

24 Jul, 2025

-
For Type A only

IS 2645 (2003)

Integral waterproofing compounds for cement mortar and concrete - Specification (Second Revision)

9000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 3.1(The permeability of water in specimen Prepared with WPC shall be less than half the permeability of plain cement specimens. (i.e ; < 50 percent))	-	0	-
Clause 3.2(Initial setting time of cement)	-	500	-
Clause 3.2(Final setting time of cement)	-	500	-
Cl 3.3(Compressive Strength, At 3days & 7 days)	-	4000	-
Clause 3.1 (Permeability to water of cement mortar)	-	3000	-
Clause 3.4(Chloride content)	-	1000	-

24 Jul, 2025

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-

IS 1258 (2005)

Bayonet lamp holders (Fourth Revision)

10000 View breakup
-

Clause No.	Exclusion	Remark
6(Rating )	-	-
7(Classification)	-	-
8.1(Marking )	-	-
9.1(Dimensions)	-	-
10(Protection against electric shock )	-	-
11.1(Terminals)	-	-
12(Provision for Earthing)	-	-
13.1(Construction)	-	-
14(Construction)	-	-
15.1(Moisture Resistance, Insulation Resistance and Electric Strength)	-	-
16.1(Mechanical Strength)	-	-
17(Screws,current-carrying parts and connections)	-	-
18(Creepage distances and Clearances)	-	-
19.1(General resistance to heat)	-	-
20.1(Resistance to heat, fire and tracking)	-	-
21.1(Resistance to excessive residual stresses and to rusting)	-	-
21.1(Resistance to excessive residual stresses and to rusting)	-	-

24 Jul, 2025

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-

IS 710 (2010)

Marine plywood - Specification (Second Revision)

16000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
9.1.1(MOISTURE CONTENT)	-	1000	-
9.1.2 , 9.1.2.1(Glue Adhesion in Dry State)	-	1000	-
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 ))	-	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)	-	2000	-
9.1.3 , 9.1.3.1.2(Water resistance test)	-	2500	-
9.1.6 (Table 3)(Static bending strength)	-	3000	-
9.1.5(Mycological test)	-	2500	-
6.1(DIMENSIONS)	-	1000	-
7.1(WORKMANSHIP AND FINISH )	-	1000	-
9.1.4(Tensile strength)	-	2500	-
9.1.7 (Table 4)(Wet bending strength)	-	3000	-

24 Jul, 2025

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-

IS 4990 (2011)

Plywood for concrete shuttering works - Specification (Third Revision)

16000 View breakup
Rs. 16,000/- (Mechanical : Rs. 13,000/- & Chemical : Rs. 3,000/-)

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7.2(DIMENSIONS & TOLERANCES )	-	2000	-
10.1.1(MOISTURE CONTENT)	-	10002	-
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)	-	2000	-
10.1.3, 10.1.3.1.2(RESISTANCE TO WATER TEST)	-	2500	-
10.1.7 (Table-2)(STATIC BENDING STRENGTH)	-	3000	-
10.1.5(MYCOLOGICAL TEST )	-	2500	-
8.1(WORKMANSHIP AND FINISH )	-	500	-
10.1.6(TENSILE STRENGTH)	-	2500	-
10.1.8 (Table-3)(WET BENDING STRENGTH)	-	3000	-
10.1.9(Chem)(RETENTION OF PRESERVATIVE)	-	3000	-

24 Jul, 2025

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-

IS 299 (2012)

Alumino - Ferric - Specification (Fifth Revision)

5000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
1 (i) Table 1( Insouble matter, Grade 1, A-3)	-	1200	Grade 1
1 (i) Table 1( Insouble matter, Grade 2, A-3)	-	1200	Grade 2
1 (i) Table 1( Insouble matter, Grade 3, A-3)	-	1200	Grade 3
1 (ii) Table 1(Soluble iron compound (as Fe2+ and Fe3+), Grade 1, A-4)	-	1200	Grade 1
1 (iii) Table 1(Water soluble aluminium compounds (as Al2O3), Grade 1, A-5)	-	1200	Grade 1
1 (iv) Table 1(pH (of 5 percent aqueous solution), Grade 1, A-6)	-	1200	Grade 1
1 (ii) Table 1(Soluble iron compound (as Fe2+ and Fe3+), Grade 3, A-4)	-	1200	Grade 3
1 (ii) Table 1(Soluble iron compound (as Fe2+ and Fe3+), Grade 2, A-4)	-	1200	Grade 2
1 (iii) Table 1(Water soluble aluminium compounds (as Al2O3), Grade 2, A-5)	-	1200	Grade 2
1 (iii) Table 1(Water soluble aluminium compounds (as Al2O3), Grade 3, A-5)	-	1200	Grade 3
1 (iv) Table 1(pH (of 5 percent aqueous solution), Grade 2, A-6)	-	1200	Grade 2
1 (iv) Table 1(pH (of 5 percent aqueous solution), Grade 3, A-6)	-	1200	Grade 3

24 Jul, 2025

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For Grade I, II and III only

IS 1237 (2012)

Cement Concrete Flooring Tiles - Specification

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	All dimensions
Cl 12.2(Concavity & Convexity )	-	500	NA
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	NA
Cl 12.4(Shall not exceed 1 percent of the length of the edge.)	-	500	NA
Cl 12.5(Water absorption)	-	1000	NA
Cl 12.6(Wet transverse strength )	-	1000	NA
Cl 12.7(Resistance to wear)	-	2000	Complete
Cl 12.7(Resistance to wear)	-	2000	Complete
Cl 11(Suface Finish)	-	500	Complete

24 Jul, 2025

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-

IS 2932 (2013)

Enamel, synthetic, exterior: (a) Undercoating (b) Finishing - Specification (Fourth Revision)

12000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6.3(Freedom from Coarse Particles)	-	400	-
6.4(Skin Formation)	-	400	-
6.5(Thinning Properties)	-	400	-
6.6(Application Properties)	-	400	-
6.8(Lead Restriction)	-	400	-
6.9 Table 2 (1) a. Consistency ( Undercoating and Finishing ) )	-	400	-
6.9 Table 2 (1) b. Viscosity by ford 80-120 s )	-	400	-
6.9 Table 2 ( 2) Mass, ( Under coating ) )	-	400	-
6.9 Table 2 ( 2) Mass, (Finishing ) )	-	400	-
6.9 Table 2 (3) Drying time, a) Surface dry, ( Under coating ) )	-	400	-
6.9 Table 2 (3) Drying time, a) Surface dry, ( Finishing ) )	-	400	-
6.9 Table 2 (b) Hard dry ( Under coating ) )	-	400	-
6.9 Table 2 (b) Hard dry, (Finishing ) )	-	400	-
6.9 Table 2 (c) Tack free ( Under coating (Finishing ) )	-	400	-
6.9 Table 2 (4) a) Finish (Under coating ) )	-	400	-
6.9 Table 2 (4) a) Finish (Finishing) )	-	400	-
6.9 Table 2 (b) ) Gloss 60º (Under coating ) )	-	400	-
6.9 Table 2 (b) ) Gloss 60º (Finishing) )	-	400	-
6.9 Table 2 (5) Fineness of grind,(Under coating ))	-	400	-
6.9 Table 2 (5) Fineness of grind,(Finishing))	-	400	-
6.9 Table 2 (6) Colour , (Finishing))	-	400	-
6.9 Table 2 (7) Flexibility and adhesion: a) Scratch hardness No such scratch as to show the bare metal after Clause 3 of — (Load 1 000 g) ( Under coating & Finishing ) )	-	400	-
6.9 Table 2 (b) Bend test (with 6.25 mm 48 h of air in type 1 apparatus) ( Under coating & Finishing ) )	-	400	-
6.9 Table 2 (8) Flash point ( Under coating & Finishing ) )	-	400	-
6.9 Table 2 (9) Composition: a) Volume solids ( Under coating ))	-	400	-
6.9 Table 2 (9) Composition: a) Volume solids ( Finishing))	-	400	-
6.9 Table 2 (9) Composition:b) Phthalic anhydride content of non-volatile vehicle ( Under coating & Finishing ))	-	400	-
6.9 Table 2 (10) Resistance to acid ( Under coating & Finishing ))	-	400	-
6.9 Table 2 (11) Resistance to alkali ( Under coating & Finishing ))	-	400	-
6.9 Table 2 (12) Accelerated storage stability test ( Under coating & Finishing ))	-	400	-
6.9 Table 2 (13) Keeping properties ( Under coating & Finishing ))	-	400	-
6.9 Table 2 (14) Wet opacity ( Under coating & Finishing ))	-	400	-
6.7.1.3(QUV apparatus)	-	400	-

24 Jul, 2025

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-

IS 3812 : Part 2 (2013)

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

8000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7.1, Table 1(Fineness — Specific surface in m2 /kg)	-	1000	Full
7.1, Table 1(Particles retained on 45 micron IS sieve (wet sieving))	-	500	Full
7.1, Table 1(Soundnes)	-	1000	Full

24 Jul, 2025

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-

IS 13801 (2013)

Chequered Cement Concrete Tiles -

7000 View breakup
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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 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 12.1(Concavity & Convexity )	-	500	-
Cl 12.4(Water absorption)	-	1000	-
Cl 12.5(Wet transverse strength)	-	2000	-
Cl 12.6(Resistance to wear)	-	2500	-

24 Jul, 2025

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-

IS 1161 (2014)

Steel tubes for structural purposes - Specification (Fifth Revision)

YST 210, 240, 310, 355

9000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 6(Outer Diameter, Thickness & Mass)	-	2000	NA
Cl 7(Workmanship)	-	1000	NA
Cl 9(Workmanship)	-	1000	NA
Cl 11(Tensile Test, Flattening Test & Cold Bend Test)	-	3000	NA
Cl 13(Workmanship)	-	1000	NA
Clause 11.2, Table -2(Elongation)	-	3000	NA
Cl. 11.2 Table 2(Yield strength)	-	3000	NA
Cl 11.3.1(Flattening test (over 50 mm NB))	-	1000	NA
Cl 11.3.1(Cold bend test (upto & including 50 mm NB))	-	1000	NA

24 Jul, 2025

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-

IS 158 (2015)

Ready mixed paint, brushing, bituminous, black, acid, alkali and heat resisting - Specification (Fourth Revision)

5000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4.1(Composition)	-	100	-
4.2.1(Lead Restriction)	-	400	-
Cl 4.3, Table 1, S.no. i)(Drying time, Hard dry)	-	300	-
Cl 4.3, Table 1, S.no. ii)(Consistency)	-	200	-
Cl 4.3, Table 1, S.no. iii)(Finish)	-	200	-
Cl 4.3, Table 1, S.no. iv)(Wet opacity)	-	300	-
Cl 4.3, Table 1, S.no. v)(Colour)	-	100	-
Cl 4.3, Table 1, S.no. vi)( Mass)	-	200	-
Cl 4.3, Table 1, S.no. vii)(Water content)	-	500	-
Cl 4.3, Table 1, S.no.viii)(Flexibility and adhesion)	-	200	-
Cl 4.3, Table 1, S.no. ix)(Stripping test )	-	300	-
Cl 4.3, Table 1, S.no. x)(Protection against corrosion under conditions of condensation)	-	500	-
Cl 4.3, Table 1, S.no.xi)(Volatile matter, perce)	-	200	-
Cl 4.3, Table 1, S.no.xii)(Resistance to acid)	-	300	-
Cl 4.3, Table 1, S.no.xiii)(Resistance to alkali)	-	300	-
Cl 4.3, Table 1, S.no.xiv)(Resistance to Heat)	-	300	-
Cl 4.3, Table 1, S.no.xv)(Flash point ,)	-	300	-
Cl 4.3, Table 1, S.no.xvi)(Keeping properties)	-	300	-

24 Jul, 2025

-
-

IS 1489 : Part 2 (2015)

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

11000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7 -Table 2- i(Fineness 4031 Part 2)	-	1000	Complete
7 -Table 2- ii- a(Expansion by Le Chatelier- 4031 Part 3)	-	500	Complete
7 -Table 2- ii- b(Expansion by Autoclave- 4031 Part 3)	-	1000	Complete
7 -Table 2- iii- a(Setting Time Initial- 4031 Part 5)	-	500	Both durations
7 -Table 2-iii- b(Setting Time Final- 4031 Part 5)	-	500	Both duration
7 -Table 2- iv- a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	2000	All durations
7 -Table 2- iv- b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	2000	All durations
7 -Table 2- iv- c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	2000	All durations
7 -Table 2- v(Transverse Strength - IS 4031 Part 8 (Optional))	-	2000	Compete
7 -Table 2- vi(Drying Shrinkage- IS 4031 Part 10)	-	1000	Complete

24 Jul, 2025

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-

IS 383 (2016)

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

12000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.4.1 (a)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value)	-	1500	NA
5.4.2(a)( Aggregates Impact Value)	-	1500	for two sets
5.4.2(b)( Aggregates Impact Value)	-	1500	for 2 sets
5.4.3(a)( Aggregate Abrasion Value)	-	1500	for both sets
6.1-Table 7(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Nominal Size of aggregate)	-	1000	for complete set
6.1-Table 7(i)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 80 mm sieve )	-	500	Individual
6.1-Table 7(ii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 63 mm sieve )	-	500	Individual
6.1-Table 7(iii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 40 mm sieve )	-	500	Individual
6.1-Table 7(iv)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 20 mm sieve )	-	500	Individual
6.1-Table 7(v)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 16 mm sieve )	-	500	Individual
6.1-Table 7(vi)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 12.5 mm sieve )	-	500	Individual
6.1-Table 7(vii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 10 mm sieve )	-	500	Individual
6.1-Table 7(viii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 4.75 mm sieve )	-	500	Individual
6.1-Table 7(ix)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 2.36 mm sieve )	-	500	Individual
6.1.1-Table 8(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Size)	-	1000	All
6.2-Table 7(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Nominal Size of aggregate)	-	1000	All
6.3-Table 9(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Grading Zone)	-	1000	All
6.4-Table 10(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Nominal Size )	-	1000	All
5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(fine aggregate))	-	1000	-
5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (fine aggregate))	-	1000	- -
5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (fine aggregate))	-	500	- -
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	- -
5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(coarse aggregate))	-	500	- -
5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (coarse aggregate))	-	1000	- -
5.3-IS: 2386 (P-1)(Combined elongation & flakiness index (coarse aggregate))	-	3000	Both
5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (coarse aggregate))	-	500	- -
5.2- TABLE-2- (ii) IS-2386 (P-2)(Clay lumps (coarse aggregate ))	-	500	- -
5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (coarse aggregate ))	-	500	- -
7.2(Moisture Content)	-	500	- -
5.7 table 3(WaterAbsorption)	-	1000	- -

24 Jul, 2025

-
-

IS 1341 (2018)

Steel Butt Hinges - Specification (Sixth Revision)

Light, Medium weight, Board & Square, Heavy type I & II

4050 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.1 Tables 2 to 9 (2)(Size of Hinge)	-	500	NA
5.1 Tables 2 to 9 (3)(Length A)	-	500	NA
5.1 Tables 2 to 9 (4)(Breadth B)	-	500	NA
5.1 Tables 2 to 9 (4)(Breadth B1)	-	1000	NA
5.1 Tables 2 to 9 (4)(Breadth B2)	-	500	NA
5.1 Tables 2 to 9 (5)(Thickness of Flap C)	-	500	NA
5.1 Tables 2 to 9 (6)(Diameter of Hinge Pin D)	-	500	NA
5.1 Tables 2 to 9 (7)(Number of Knuckles)	-	500	NA
5.1 Tables 2 to 9 (8)(Number of Screw Holes)	-	500	NA
5.1 Tables 2 to 9 (9)(Holes for Screw No.)	-	500	NA
6.1(General)	-	500	NA
6.2.1(Knuckles)	-	1000	NA
6.3(Pins)	-	1000	NA
6.4(Screw Holes)	-	1000	NA
6.4.2(Position of Holes)	-	1000	NA
6.4.2(X)	-	1000	NA
6.4.2(Y)	-	1000	NA
6.4.2(Z)	-	1000	NA
6.4.2.1(Position of Holes)	-	1000	NA

24 Jul, 2025

-
Size : 15 mm to 100 mm; Types : Light , medium weight; Broad and Square Type. Heavy Type I & II

IS 9537 : Part 3 (1983)

Specification for conduits for electrical installations: Part 3 rigid plain conduits of insulating meterials

4950 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6.1(Marking)	-	500	-
6.2(Durability of Marking as per 6.4 of IS: 9537 (Part 1)-1980)	-	500	-
6.3(Standard Mark on Conduit)	-	500	-
7.1.1(Maximum and minimum outside diameter of socket)	-	500	-
7.1.1 Table-2(Length of Socket end)	-	500	-
7.1.2(Maximum and minimum outside diameter of conduit)	-	500	-
7.2(Minimum inside diameter of conduit)	-	500	-
7.3(Length of conduit)	-	500	-
7.4(Unifomity of The wall Thickness)	-	500	-
8.1(Construction as per clause 8 of IS: 9537 (Part 1)-1980)	-	500	-
9.2(Bending Test i) At Room Temp ii) At Low Temp (-5 ±2°C))	-	500	-
9.3(Compression Test as per caluse 9.3 of IS: 9537 (Part 1)-1980)	-	500	-
9.4(Impact Test as per clause 9.4 of IS: 9537 (Part 1)-1980)	-	500	-
9.5(Collapse Test as per clause 9.5 of IS: 9537 (Part 1)-1980)	-	500	-
10(Resistance to Heat -Ball presure test)	-	500	-
11(Resistance to burning as per clause 11 of IS: 9537 (Part 1)-1980)	-	500	-
12(Electrical Characteristics-Test for electric strength as per clause 12.1.1 of IS: 9537 (Part 1)-1980)	-	500	-
12(Electrical Characteristics-Insulation resistance test as per clause 12.1.2 of IS: 9537 (Part 1)-1980)	-	500	-

24 Jul, 2025

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Only Medium upto 32 mm

IS 7098 : Part 1 (1988)

Specification for crosslinked polyethylene insulated pvc sheathed cables: Part 1 for working voltages up to and including 1100 volts (First Revision)

20000 View breakup
-

Clause No.	Exclusion	Remark
3(CONDUCTOR: MATERIALS)	-	-
4(INSULATION : MATERIALS)	-	-
5.1(FILLER AND INNER SHEATH)	-	-
5.2(FILLER AND INNER SHEATH)	-	-
6(ARMOURING)	-	-
7(OUTER SHEATH)	-	-
8.1(CONDUCTOR: CONSTRUCTION)	-	-
8.2(PROTECTIVE BARRIER)	-	-
8.3(SIZE OF NEUTRAL CONDUCTOR)	-	-
9.1(Insulation Applied by extrusicn)	-	-
9.2(Thickness of Insulation - Average)	-	-
9.3(Thickness of Insulation - Minimum)	-	-
9.4(Application of Insulation)	-	-
10.1(Core Identification)	-	-
10.3(Core Identification by number )	-	-
10.2(Core Identification- Neutral)	-	-
10.4(Core Identification by number - Neutral )	-	-
11(LAVING UP OF CORES)	-	-
12.1 & 12.2(Inner sheath : Application)	-	-
12.3(Thickness of Inner Sheath)	-	-
13.1(Armouring: Application)	-	-
13.2(Type of armour )	-	-
13.3(Armouring : Dimensions -Wire Diameter)	-	-
13.3(Armouring : Dimensions -Formed wire )	-	-
13.4(Armour: Joint)	-	-
13.5(Armouring : Resistance Test)	-	-
13.6 a)(ARMOURING: Tensile Strength)	-	-
13.6 b)(ARMOURING: Elongation )	-	-
13.6 c)(ARMOURING: Torsion Test (For round wire ) )	-	-
13.6 d)(ARMOURING: Winding Test(For formed wire))	-	-
13.6 e)(ARMOURING: Uniformity of zinc coating)	-	-
13.6 f)(ARMOURING: Mass of zinc coating )	-	-
13.6 g)(ARMOURING: Resistivity)	-	-
14.1(Outer Sheath : Application)	-	-
14.2(Colour of outer sheath)	-	-
14.3(Thickness of outer sheath - AVERAGE)	-	-
14.3(Thickness of outer sheath - minimum)	-	-
15.1 a) i)(Annealing Test ( For copper wire ) )	-	-
15.1 a) ii)(Tensile test (for aluminium) - Before stranding )	-	-
15.1 a) ii)(Tensile test (for aluminium) - After stranding )	-	-
15.1 a) iii)(Wrapping test (for aluminium))	-	-
15.1 a) iv)(Resistance test - Main conductor)	-	-
15.1 a) iv)(Resistance test - Neutral conductor)	-	-
15.1 d) i) (Phyaical tests for insulation : Tensile Test)	-	-
15.1 d) i) (Phyaical tests for insulation : Elongation)	-	-
15.1 d) ii) (Phyaical tests for insulation - Ageing in air Oven : Tensile Variation )	-	-
15.1 d) ii) (Phyaical tests for insulation- Ageing in air oven : Elongation Variation )	-	-
15.1 d) iii) (Phyaical tests for insulation : Hot set )	-	-
15.1 d) iii) (Phyaical tests for insulation : Permanent set )	-	-
15.1 d) iv) (Phyaical tests for insulation : Shrinkage )	-	-
15.1 d) iv) (Phyaical tests for insulation : Shrinkage - Crack observed )	-	-
15.1 d) v) (Insulation: Waterabsorption(gravimetric))	-	-
15.1 e) i) (Physical tests for outer sheath : Tensile stregth)	-	-
15.1 e) i) (Physical tests for outer sheath : Elongation)	-	-
15.1 e) ii) (Physical tests for outer sheath- Ageing in air oven : Tensile stregth )	-	-
15.1 e) ii) (Physical tests for outer sheath -Ageing in air oven : Elongation )	-	-
15.1 e) ii) (Physical tests for outer sheath- Ageing in air oven : Tensile stregth Variation )	-	-
15.1 e) ii) (Physical tests for outer sheath -Ageing in air oven : Elongation Variation )	-	-
15.1 e) iii) (Sheath: Loss of mass in air oven)	-	-
15.1 e) iv) (Phyaical tests for Sheath : Shrinkage )	-	-
15.1 e) iv) (Phyaical tests for Sheath : Shrinkage - Crack observed )	-	-
15.1 e) v) (Sheath : Hot deformation)	-	-
15.1 e) vi) (Sheath : Heat shock test)	-	-
15.1 e) vii) (Sheath : Thermalstability)	-	-
15.1 f)(INSULATION RESISTANCE TEST : Volume resistivity )	-	-
16.2(HIGH VOLTAGE TEST )	-	-
16.3(FLAMMABILITY TEST : Period of Burning )	-	-
16.3(FLAMMABILITY TEST : Unaffected length )	-	-
16.9(Oxygen Index Test)	-	-
16.1(Flame Retardance Test on Single Cables)	-	-
16.11(Flame Retardance Test on Bunched Cables)	-	-
16.14(Temperature Index)	-	-
16.13(Test for Halogen Acid Gas Evolution)	-	-
17.1(Manufacturer'. identification)	-	-
17.2(cable Indentification )	-	-
17.3(cable Code )	-	-

24 Jul, 2025

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-

IS 12330 (1988)

Specificatioon for sulphate resisting Portland cement

11000 View breakup
Rs. 11,000/- (Mechanical : Rs. 7,000/- & Chemical : Rs. 4,000/-)

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
5.1(Fineness 4031 Part 2)	-	1000	NA
5.2.1(Expansion by Le Chatelier- 4031 Part 3)	-	500	Complete
5.2.1(Expansion by Autoclave- 4031 Part 3)	-	1000	Complete
5.3 a)(Setting Time Initial- 4031 Part 5)	-	500	Both Duration
5.3 b)(Setting Time Final- 4031 Part 5)	-	500	Both Duration
5.5 i)(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	2000	All Duration
5.5 ii)(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	2000	All Duration
5.5 iii)(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	2000	All Duration
5.4(Salphate Expansion (Optional))	-	1000	Optional
5.6(Transverse Strength - IS 4031 Part 8 (Optional))	-	2000	Optional

24 Jul, 2025

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-

IS 8041 (1990)

Rapid hardening portland cement - Specific4tion (Second Revision)

10000 View breakup
Rs. 10,000/- (Mechanical : Rs. 6000/- & Chemical : Rs. 4000/-)

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6.1(Fineness 4031 Part 2)	-	1000	Complete
6.2.1(Expansion by Le Chatelier- 4031 Part 3)	-	500	Complete
6.2.1(Expansion by Autoclave- 4031 Part 3)	-	1000	Complete
6.3 a)(Setting Time Initial- 4031 Part 5)	-	500	Both
6.3 b)(Setting Time Final- 4031 Part 5)	-	500	Both
6.4 a)(Compressive Strength At 24 hrs ± 30 minutes - IS 4031 Part 6)	-	2000	All
6.4 b)(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	2000	All
6.5(Transverse Strength - IS 4031 Part 8 (Optional))	-	2000	Optional

24 Jul, 2025

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-

IS 1328 (1996)

Veneered Decorative Plywood -Specification

5000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7.1.1(Requirements - Open splits, checks or open joints - For Type 1 - Cl. 7.1.1)	-	500	NA
7.2.1(Requirements - Open splits, checks or open joints - For Type 2 - Cl. 7.2.1)	-	500	NA
7.1.2(Requirements - Other defects - For Type 1 - Cl. 7.1.2)	-	500	NA
7.2.2(Requirements - Other defects - For Type 2 - Cl. 7.2.2.)	-	500	NA
7.1.3(Requirements - Other Charcteristics and Manufacturing Defects - For Type 1 - Cl. 7.1.3)	-	500	NA
7.2.3(Requirements - Other Charcteristics and Manufacturing Defects - For Type 2 - Cl. 7.2.3)	-	500	NA
8(Dimensions & Tolerances - Length - Cl. 8)	-	500	NA
8(Dimensions & Tolerances - Width - Cl. 8)	-	500	NA
8(Dimensions & Tolerances - Thickness - Cl. 8)	-	500	NA
8(Dimensions & Tolerances - Edge Straightness - Annexure C)	-	500	NA
8(Dimensions & Tolerances - Squareness - Annexure C)	-	500	NA
11(Tests - Moisture Content - Part 1 of IS 1734)	-	1000	NA
11(Tests - Water Resistance Test - Cl. 11.1.2.1 [for MR Grade])	-	1000	NA
11(Tests - Water Resistance Test - Cl. 11.1.2.2 [for BWR Grade])	-	1000	NA

24 Jul, 2025

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-

IS 12701 (1996)

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

20000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4.2.3(Carbon Black Content )	-	1000	NA
4.2.3(Carbon Dispersion Test)	-	1000	NA
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank)	-	6000	NA
5.2 Table 2(Dimensions of Rectangular Loft Tanks)	-	6000	NA
6.1(Finish)	-	1000	NA
7.1.1(Resistance to Deformation)	-	2000	NA
7.2(Resistance to Impact)	-	2000	NA
7.3(Test for Top Load Resistance)	-	2000	NA
7.4(Tensile Strength)	-	2000	NA
7.5(Flexural Modulus)	-	2000	NA
7.6(overall Migration)	-	3000	NA

24 Jul, 2025

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-

IS 3854 (1997)

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

9000 View breakup
-

Clause No.	Exclusion	Remark
6(Ratings)	-	-
6.1(Ratings)	-	-
6.2(Ratings)	-	-
7(Classification)	-	-
7.1(Classification)	-	-
7.1.1(Classification)	-	-
7.1.2(Classification)	-	-
7.1.3(Classification)	-	-
7.1.4(Classification)	-	-
7.1.5(Classification)	-	-
7.1.6(Classification)	-	-
7.1.7(Classification)	-	-
7.1.8(Classification)	-	-
7.2(Classification)	-	-
8(Marking)	-	-
8.1(Marking)	-	-
8.2(Marking)	-	-
8.3(Marking)	-	-
8.4(Marking)	-	-
8.5(Marking)	-	-
8.6(Marking)	-	-
8.7(Marking)	-	-
8.8(Marking)	-	-
8.9(Marking)	-	-
10(Protection against Electric Shock)	-	-
10.1(Protection against electric shock )	-	-
10.2(Protection against electric shock )	-	-
10.3(Protection against electric shock )	-	-
10.3.1(Protection against electric shock )	-	-
10.3.2(Protection against electric shock )	-	-
10.4(Protection against electric shock )	-	-
10.5(Protection against electric shock )	-	-
10.6(Protection against electric shock )	-	-
10.7(Protection against electric shock )	-	-
11.1(Provision for earthing)	-	-
11.2(Provision for earthing)	-	-
11.3(Provision for earthing)	-	-
11.4(Provision for earthing)	-	-
12(Terminals)	-	-
12.1(Terminals)	-	-
12.2(Terminals)	-	-
12.2.1(Terminals)	-	-
12.2.2(Connection of conductor)	-	-
12.2.3(Mechanical strength of terminals)	-	-
12.2.4(Resistance to corrosion)	-	-
12.2.5(Undue damage to conductor)	-	-
12.2.6(Terminals)	-	-
12.2.7(Insertion of conductor)	-	-
12.2.8(Terminals)	-	-
12.2.9(Locking against accidental loosening)	-	-
12.2.10(Terminals)	-	-
12.2.11(Distance between screw and conductor)	-	-
12.2.12(Terminals)	-	-
12.3(Terminals)	-	-
12.3.1(Terminals)	-	-
12.3.2(Screwless terminals)	-	-
12.3.3(Connectin of conductor)	-	-
12.3.4(Material of terminals)	-	-
12.3.5(Clamping)	-	-
12.3.6(Connection)	-	-
12.3.7(v) Interconnection of conductors [Cl. 12.3.7])	-	-
12.3.8(Screwless terminals design)	-	-
12.3.9(Screwless terminal fixing)	-	-
12.3.10(Terminals)	-	-
12.3.11(vi) Electrical & Thermal Stresses [Cl 12.3.11])	-	-
12.3.12(vii) Deflection Stresses [Cl. 12.3.12])	-	-
13(Constructional requirements )	-	-
13.1(a) Insulating lining, barriers and the like [Cl 13.1])	-	-
13.2(b) Construction of switch [Cl 13.2])	-	-
13.3(c) Covers,cover plates and actuating members [Cl 13.3])	-	-
13.4(d) Ordinary switches [Cl 13.4])	-	-
13.5(e) Rotary switches [Cl 13.5])	-	-
13.6(f) Screws and other means [Cl 13.6])	-	-
13.7(g) Combination of switches or switches and socket outlets [Cl 13.7])	-	-
13.8(h) Assessories combined with switches [Cl. 13.8])	-	-
13.9(j) Switches other than ordinary switches [Cl. 13.9])	-	-
13.1(k) Switches to be installed in a box [Cl. 13.10])	-	-
13.11(l) Surface type switches other than ordinary switch [Cl. 13.11])	-	-
13.12, 13.13, 13.14(m) Inlet opening [Cl. 13.12.13.13 & 13.14])	-	-
13.15(Constructional requirements )	-	-
13.15.1(Constructional requirements )	-	-
13.15.2(Constructional requirements )	-	-
14(Mechanism [Cl. 14])	-	-
14.1(Mechanism)	-	-
14.2(Mechanism)	-	-
14.3(Mechanism)	-	-
14.4(Mechanism)	-	-
14.5(Mechanism)	-	-
14.6(Mechanism)	-	-
15(Resistance to ageing, to harmful ingress of water and to humidity )	-	-
15.1(Resistance to Ageing, to Harmful Ingress of water and to Humidity [Cl. 15]: Resistance to Ageing, [Cl. 15.1])	-	-
15.2(b)Resistance to Harmful ingress of water [Cl. 15.2])	-	-
15.3(Resistance to ageing, to harmful ingress of water and to humidity )	-	-
16(Insulation resistance and electric strength )	-	-
16.1(Insulation resistance [Cl. 16.1])	-	-
16.2( Electric Strength [Cl. 16.2])	-	-
16.3(Flash test)	-	-
17(Temperature- rise [Cl. 17])	-	-
18(Marking and breaking Capacity[Cl. 18])	-	-
18.1(Making and breaking capacity )	-	-
18.2(Making and breaking capacity )	-	-
19(Normal Operation [Cl. 19] a) General & Operation)	-	-
19.1(Normal operation)	-	-
19.2(Normal Operation (For AX type Switches) [Cl. 19.2])	-	-
20(Mechanical Strength Test [Cl. 20])	-	-
20.1(Mechanical Strength Test)	-	-
20.2(Mechanical Strength Test)	-	-
20.3(Mechanical Strength Test)	-	-
20.4(Mechanical strength )	-	-
20.4.1(Mechanical strength )	-	-
20.4.2(Mechanical strength )	-	-
20.5(Mechanical Strength Test)	-	-
20.6(Mechanical Strength Test)	-	-
20.7(Mechanical Strength Test)	-	-
20.8(Mechanical Strength Test)	-	-
20.9(Mechanical strength )	-	-
21.1(Resistance to heat )	-	-
21.2(Resistance to Heat)	-	-
21.3(Resistance to heat )	-	-
22(Screw, Current Carrying Part And Connection [Cl.22])	-	-
22.1(i) Screw & Nuts [Cl.22.1])	-	-
22.2(Measurement and manual test)	-	-
22.3(iii) Electrical Connections [Cl.22.3])	-	-
22.4(ii) Screw & rivets [Cl . 22.4])	-	-
22.5(iv) Current carrying part [Cl.22.5])	-	-
22.6(Inspection and chemical analysis)	-	-
22.7(Screws, current carrying parts and connections )	-	-
23(Creepage distances, clearances and distance through sealing compound [Cl.23])	-	-
23.1(Creepage distances, clearances & distance through sealing compound )	-	-
23.2(Creepage distances, clearances and distance through sealing compound [Cl.23])	-	-
24(Resistance of insulating material to abnormal heat, to fire and to tracking )	-	-
24.1.1(Resistance to Abnormal Heat & Fire [Cl.24.1] [Glow Wire Test] [Cl.24.1.1])	-	-
24.2(Resistance to tracking [For Switch other than ordinary] [Cl.24.2])	-	-
25 of IS 3854 : 1997(Resistance to rusting)	-	-

24 Jul, 2025

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-

IS 14587 (1998)

Prelaminated Medium Density Fibre Board -specification

15000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
10.2, Table-1(Test for Density)	-	500	-
10.4, Table-1(Test for Water Absorption)	-	1000	-
10.5(test for swelling in water)	-	2000	-
10.6(test for modulis of rupture)	-	2500	-
10.7(Test for tensile strength perpendicular to Surface)	-	2000	-
10.8(Test for tensile strength perpendicular to Surface after ageing )	-	2000	-
10.9(test screw withdrawal strength)	-	1500	-
10.1(test for surface abrasion resistance)	-	5000	-
10.11(test for resistance to steam)	-	500	-
10.12(test for resistance to crack)	-	500	-
10.13(test for resistance to cigarette burn)	-	500	-
10.14(test for resistance to stain)	-	1500	-

24 Jul, 2025

-
-

IS 371 (1999)

Ceiling roses - Specification (Third Revision)

8550 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
9(Marking)	-	500	-
10.1(Dimentions)	-	500	-
10.2(Dimentions)	-	500	-
11.1(Accessibility of live parts )	-	500	-
11.2(Accessibility of live parts )	-	1000	-
11.3(Accessibility of live parts )	-	1000	-
11.4(Accessibility of live parts )	-	500	-
11.4.1(Accessibility of live parts )	-	500	-
12.1(Provision for Earthing)	-	1000	-
12.2(Provision for Earthing)	-	1000	-
13.1(Terminals)	-	500	-
13.2(Terminals)	-	500	-
13.3(Terminals)	-	500	-
13.4(Terminals)	-	500	-
13.5(Terminals)	-	1000	-
13.6(Terminals)	-	1000	-
13.7(Terminals)	-	1000	-
13.8.1(Terminals)	-	500	-
13.8.2(Terminals)	-	500	-
13.8.3(Terminals)	-	500	-
14.3(Construction)	-	500	-
14.1(Construction)	-	500	-
14.2(Construction)	-	500	-
14.4(Construction)	-	0	-
15.1(RESISTANCE TO MOISTURE AND HUMIDITY, INSULATION RESISTANCE AND ELECTRIC STRENGTH)	-	1000	-
15.2(RESISTANCE TO MOISTURE AND HUMIDITY, INSULATION RESISTANCE AND ELECTRIC STRENGTH)	-	1000	-
15.3(RESISTANCE TO MOISTURE AND HUMIDITY, INSULATION RESISTANCE AND ELECTRIC STRENGTH)	-	1000	-
15.4(RESISTANCE TO MOISTURE AND HUMIDITY, INSULATION RESISTANCE AND ELECTRIC STRENGTH)	-	1000	-
15.5(RESISTANCE TO MOISTURE AND HUMIDITY, INSULATION RESISTANCE AND ELECTRIC STRENGTH)	-	1000	-
15.6(RESISTANCE TO MOISTURE AND HUMIDITY, INSULATION RESISTANCE AND ELECTRIC STRENGTH)	-	1000	-
15.7(RESISTANCE TO MOISTURE AND HUMIDITY, INSULATION RESISTANCE AND ELECTRIC STRENGTH)	-	1000	-
16(Temperature Rise Test)	-	1000	-
17(Temperature Rise Test)	-	500	-
18(Resistance to heat)	-	500	-
19(Resistance to abnormal heat fire and tracking)	-	500	-
20.2(SCREWS, CURRENT-CARRYING PARTS AND CONNECTIONS)	-	500	-
20.3(SCREWS, CURRENT-CARRYING PARTS AND CONNECTIONS)	-	500	-
21.1(CREEPAGE DISTANCE AND CLEARANCES)	-	500	-
22.1(Resistance to Excessive residual Stress and to Rusting )	-	500	-
20.1(SCREWS, CURRENT-CARRYING PARTS AND CONNECTIONS)	-	500	-

24 Jul, 2025

-
-

IS 299 (2012)

Alumino - Ferric - Specification (Fifth Revision)

- View breakup
Rs.4875/-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Effective Date	Remark
No Record Found

24 Jul, 2025

-
For Grade I, II and III only

IS 2932 (2013)

Enamel, synthetic, exterior: (a) Undercoating (b) Finishing - Specification (Fourth Revision)

12000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
6.3(Freedom from Coarse Particles)	-	400	-
6.4(Skin Formation)	-	400	-
6.5(Thinning Properties)	-	400	-
6.6(Application Properties)	-	400	-
6.8(Lead Restriction)	-	400	-
6.9 Table 2 (1) a. Consistency ( Undercoating and Finishing ) )	-	400	-
6.9 Table 2 (1) b. Viscosity by ford 80-120 s )	-	400	-
6.9 Table 2 ( 2) Mass, ( Under coating ) )	-	400	-
6.9 Table 2 ( 2) Mass, (Finishing ) )	-	400	-
6.9 Table 2 (3) Drying time, a) Surface dry, ( Under coating ) )	-	400	-
6.9 Table 2 (3) Drying time, a) Surface dry, ( Finishing ) )	-	400	-
6.9 Table 2 (b) Hard dry ( Under coating ) )	-	400	-
6.9 Table 2 (b) Hard dry, (Finishing ) )	-	400	-
6.9 Table 2 (c) Tack free ( Under coating (Finishing ) )	-	400	-
6.9 Table 2 (4) a) Finish (Under coating ) )	-	400	-
6.9 Table 2 (4) a) Finish (Finishing) )	-	400	-
6.9 Table 2 (b) ) Gloss 60º (Under coating ) )	-	400	-
6.9 Table 2 (b) ) Gloss 60º (Finishing) )	-	400	-
6.9 Table 2 (5) Fineness of grind,(Under coating ))	-	400	-
6.9 Table 2 (5) Fineness of grind,(Finishing))	-	400	-
6.9 Table 2 (6) Colour , (Finishing))	-	400	-
6.9 Table 2 (7) Flexibility and adhesion: a) Scratch hardness No such scratch as to show the bare metal after Clause 3 of — (Load 1 000 g) ( Under coating & Finishing ) )	-	400	-
6.9 Table 2 (b) Bend test (with 6.25 mm 48 h of air in type 1 apparatus) ( Under coating & Finishing ) )	-	400	-
6.9 Table 2 (8) Flash point ( Under coating & Finishing ) )	-	400	-
6.9 Table 2 (9) Composition: a) Volume solids ( Under coating ))	-	400	-
6.9 Table 2 (9) Composition: a) Volume solids ( Finishing))	-	400	-
6.9 Table 2 (9) Composition:b) Phthalic anhydride content of non-volatile vehicle ( Under coating & Finishing ))	-	400	-
6.9 Table 2 (10) Resistance to acid ( Under coating & Finishing ))	-	400	-
6.9 Table 2 (11) Resistance to alkali ( Under coating & Finishing ))	-	400	-
6.9 Table 2 (12) Accelerated storage stability test ( Under coating & Finishing ))	-	400	-
6.9 Table 2 (13) Keeping properties ( Under coating & Finishing ))	-	400	-
6.9 Table 2 (14) Wet opacity ( Under coating & Finishing ))	-	400	-
6.7.1.3(QUV apparatus)	-	400	-

24 Jul, 2025

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IS 158 (2015)

Ready mixed paint, brushing, bituminous, black, acid, alkali and heat resisting - Specification (Fourth Revision)

5000 View breakup
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Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4.1(Composition)	-	100	-
4.2.1(Lead Restriction)	-	400	-
Cl 4.3, Table 1, S.no. i)(Drying time, Hard dry)	-	300	-
Cl 4.3, Table 1, S.no. ii)(Consistency)	-	200	-
Cl 4.3, Table 1, S.no. iii)(Finish)	-	200	-
Cl 4.3, Table 1, S.no. iv)(Wet opacity)	-	300	-
Cl 4.3, Table 1, S.no. v)(Colour)	-	100	-
Cl 4.3, Table 1, S.no. vi)( Mass)	-	200	-
Cl 4.3, Table 1, S.no. vii)(Water content)	-	500	-
Cl 4.3, Table 1, S.no.viii)(Flexibility and adhesion)	-	200	-
Cl 4.3, Table 1, S.no. ix)(Stripping test )	-	300	-
Cl 4.3, Table 1, S.no. x)(Protection against corrosion under conditions of condensation)	-	500	-
Cl 4.3, Table 1, S.no.xi)(Volatile matter, perce)	-	200	-
Cl 4.3, Table 1, S.no.xii)(Resistance to acid)	-	300	-
Cl 4.3, Table 1, S.no.xiii)(Resistance to alkali)	-	300	-
Cl 4.3, Table 1, S.no.xiv)(Resistance to Heat)	-	300	-
Cl 4.3, Table 1, S.no.xv)(Flash point ,)	-	300	-
Cl 4.3, Table 1, S.no.xvi)(Keeping properties)	-	300	-

24 Jul, 2025

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Bureau of Indian Standards

The National Standards Body of India

National Test House (WR), Mumbai

Plot No. F - 10, MIDC , Andheri (E), Mumbai, Mumbai Suburban, Maharashtra, 400093

6900181066 director.nthwr-ca@gov.in

Scope List

No Record Found