| 11431 |
National Test House (WR) - NTH, Mumbai
| 7107604
| IS 710 (2010) |
Marine plywood - Specification (Second Revision) |
- |
16000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
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 |
- - |
| 11432 |
National Test House (WR) - NTH, Mumbai
| 7107604
| 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) |
Effective Date |
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 |
- - |
| 11433 |
National Test House (WR) - NTH, Mumbai
| 7107604
| IS 299 (2012) |
Alumino - Ferric - Specification (Fifth Revision) |
- |
5000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
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 |
| 1 (i) Table 1( Insouble matter, Grade 1, A-3) |
- |
1200 |
|
- |
| 1 (i) Table 1( Insouble matter, Grade 2, A-3) |
- |
1200 |
|
- |
| 1 (i) Table 1( Insouble matter, Grade 3, A-3) |
- |
1200 |
|
- |
| 1 (ii) Table 1(Soluble iron compound (as Fe2+ and Fe3+), Grade 1, A-4) |
- |
1200 |
|
- |
| 1 (ii) Table 1(Soluble iron compound (as Fe2+ and Fe3+), Grade 2, A-4) |
- |
1200 |
|
- |
| 1 (ii) Table 1(Soluble iron compound (as Fe2+ and Fe3+), Grade 3, A-4) |
- |
1200 |
|
- |
| 1 (iii) Table 1(Water soluble aluminium compounds (as Al2O3), Grade 1, A-5) |
- |
1200 |
|
- |
| 1 (iii) Table 1(Water soluble aluminium compounds (as Al2O3), Grade 2, A-5) |
- |
1200 |
|
- |
| 1 (iii) Table 1(Water soluble aluminium compounds (as Al2O3), Grade 3, A-5) |
- |
1200 |
|
- |
| 1 (iv) Table 1(pH (of 5 percent aqueous solution), Grade 1, A-6) |
- |
1200 |
|
- |
| 1 (iv) Table 1(pH (of 5 percent aqueous solution), Grade 2, A-6) |
- |
1200 |
|
- |
| 1 (iv) Table 1(pH (of 5 percent aqueous solution), Grade 3, A-6) |
- |
1200 |
|
- |
| 1 (iii) Table 1(Water soluble aluminium compounds (as Al2O3), Grade 2, A-5) |
- |
2000 |
|
- |
| 1 (iii) Table 1(Water soluble aluminium compounds (as Al2O3), Grade 3, A-5) |
- |
2000 |
|
- |
| 1 (iv) Table 1(pH (of 5 percent aqueous solution), Grade 1, A-6) |
- |
500 |
|
- |
| 1 (iv) Table 1(pH (of 5 percent aqueous solution), Grade 2, A-6) |
- |
500 |
|
- |
| 1 (iv) Table 1(pH (of 5 percent aqueous solution), Grade 3, A-6) |
- |
500 |
|
- |
|
24 Jul, 2025 |
- For Grade I, II and III only |
| 11434 |
National Test House (WR) - NTH, Mumbai
| 7107604
| IS 1237 (2012) |
Cement Concrete Flooring Tiles - Specification |
- |
7000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
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 |
- - |
| 11435 |
National Test House (WR) - NTH, Mumbai
| 7107604
| IS 2932 (2013) |
Enamel, synthetic, exterior: (a) Undercoating (b) Finishing - Specification (Fourth Revision) |
- |
12000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
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 |
- Exclusion: Cl.6.7.1.3 (QUV appratus) |
| 11436 |
National Test House (WR) - NTH, Mumbai
| 7107604
| 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) |
Effective Date |
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 |
- - |
| 11437 |
National Test House (WR) - NTH, Mumbai
| 7107604
| IS 13801 (2013) |
Chequered Cement Concrete Tiles - |
- |
7000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
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 |
- - |
| 11438 |
National Test House (WR) - NTH, Mumbai
| 7107604
| IS 1161 (2014) |
Steel tubes for structural purposes - Specification (Fifth Revision) |
YST 210, 240, 310, 355 |
9000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
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 |
- - |
| 11439 |
National Test House (WR) - NTH, Mumbai
| 7107604
| 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) |
Effective Date |
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 |
- - |
| 11440 |
National Test House (WR) - NTH, Mumbai
| 7107604
| 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) |
Effective Date |
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 |
- - |
| 11441 |
National Test House (WR) - NTH, Mumbai
| 7107604
| IS 383 (2016) |
Coarse and Fine Aggregate for Concrete - Specification (Third Revision) |
- |
12000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
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 |
- Only for aggregates from natural sources |
| 11442 |
National Test House (WR) - NTH, Mumbai
| 7107604
| 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) |
Effective Date |
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 |
| 11443 |
National Test House (WR) - NTH, Mumbai
| 7107604
| IS 9537 : Part 3 (1983) |
Specification for conduits for electrical installations: Part 3 rigid plain conduits of insulating meterials |
- |
4950 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
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 |
- Only Medium upto 32 mm |
| 11444 |
National Test House (WR) - NTH, Mumbai
| 7107604
| 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 |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 3(CONDUCTOR: MATERIALS) |
- |
0 |
|
- |
| 4(INSULATION : MATERIALS) |
- |
0 |
|
- |
| 5.1(FILLER AND INNER SHEATH) |
- |
0 |
|
- |
| 5.2(FILLER AND INNER SHEATH) |
- |
0 |
|
- |
| 6(ARMOURING) |
- |
0 |
|
- |
| 7(OUTER SHEATH) |
- |
0 |
|
- |
| 8.1(CONDUCTOR: CONSTRUCTION) |
- |
0 |
|
- |
| 8.2(PROTECTIVE BARRIER) |
- |
0 |
|
- |
| 8.3(SIZE OF NEUTRAL CONDUCTOR) |
- |
0 |
|
- |
| 9.1(Insulation Applied by extrusicn) |
- |
0 |
|
- |
| 9.2(Thickness of Insulation - Average) |
- |
0 |
|
- |
| 9.3(Thickness of Insulation - Minimum) |
- |
0 |
|
- |
| 9.4(Application of Insulation) |
- |
0 |
|
- |
| 10.1(Core Identification) |
- |
0 |
|
- |
| 10.3(Core Identification by number ) |
- |
0 |
|
- |
| 10.2(Core Identification- Neutral) |
- |
0 |
|
- |
| 10.4(Core Identification by number - Neutral ) |
- |
0 |
|
- |
| 11(LAVING UP OF CORES) |
- |
0 |
|
- |
| 12.1 & 12.2(Inner sheath : Application) |
- |
0 |
|
- |
| 12.3(Thickness of Inner Sheath) |
- |
0 |
|
- |
| 13.1(Armouring: Application) |
- |
0 |
|
- |
| 13.2(Type of armour ) |
- |
0 |
|
- |
| 13.3(Armouring : Dimensions -Wire Diameter) |
- |
0 |
|
- |
| 13.3(Armouring : Dimensions -Formed wire ) |
- |
0 |
|
- |
| 13.4(Armour: Joint) |
- |
0 |
|
- |
| 13.5(Armouring : Resistance Test) |
- |
0 |
|
- |
| 13.6 a)(ARMOURING: Tensile Strength) |
- |
0 |
|
- |
| 13.6 b)(ARMOURING: Elongation ) |
- |
0 |
|
- |
| 13.6 c)(ARMOURING: Torsion Test (For round wire ) ) |
- |
0 |
|
- |
| 13.6 d)(ARMOURING: Winding Test(For formed wire)) |
- |
0 |
|
- |
| 13.6 e)(ARMOURING: Uniformity of zinc coating) |
- |
0 |
|
- |
| 13.6 f)(ARMOURING: Mass of zinc coating ) |
- |
0 |
|
- |
| 13.6 g)(ARMOURING: Resistivity) |
- |
0 |
|
- |
| 14.1(Outer Sheath : Application) |
- |
0 |
|
- |
| 14.2(Colour of outer sheath) |
- |
0 |
|
- |
| 14.3(Thickness of outer sheath - AVERAGE) |
- |
0 |
|
- |
| 14.3(Thickness of outer sheath - minimum) |
- |
0 |
|
- |
| 15.1 a) i)(Annealing Test ( For copper wire ) ) |
- |
0 |
|
- |
| 15.1 a) ii)(Tensile test (for aluminium) - Before stranding ) |
- |
0 |
|
- |
| 15.1 a) ii)(Tensile test (for aluminium) - After stranding ) |
- |
0 |
|
- |
| 15.1 a) iii)(Wrapping test (for aluminium)) |
- |
0 |
|
- |
| 15.1 a) iv)(Resistance test - Main conductor) |
- |
0 |
|
- |
| 15.1 a) iv)(Resistance test - Neutral conductor) |
- |
0 |
|
- |
| 15.1 d) i) (Phyaical tests for insulation : Tensile Test) |
- |
0 |
|
- |
| 15.1 d) i) (Phyaical tests for insulation : Elongation) |
- |
0 |
|
- |
| 15.1 d) ii) (Phyaical tests for insulation - Ageing in air Oven : Tensile Variation ) |
- |
0 |
|
- |
| 15.1 d) ii) (Phyaical tests for insulation- Ageing in air oven : Elongation Variation ) |
- |
0 |
|
- |
| 15.1 d) iii) (Phyaical tests for insulation : Hot set ) |
- |
0 |
|
- |
| 15.1 d) iii) (Phyaical tests for insulation : Permanent set ) |
- |
0 |
|
- |
| 15.1 d) iv) (Phyaical tests for insulation : Shrinkage ) |
- |
0 |
|
- |
| 15.1 d) iv) (Phyaical tests for insulation : Shrinkage - Crack observed ) |
- |
0 |
|
- |
| 15.1 d) v) (Insulation: Waterabsorption(gravimetric)) |
- |
0 |
|
- |
| 15.1 e) i) (Physical tests for outer sheath : Tensile stregth) |
- |
0 |
|
- |
| 15.1 e) i) (Physical tests for outer sheath : Elongation) |
- |
0 |
|
- |
| 15.1 e) ii) (Physical tests for outer sheath- Ageing in air oven : Tensile stregth ) |
- |
0 |
|
- |
| 15.1 e) ii) (Physical tests for outer sheath -Ageing in air oven : Elongation ) |
- |
0 |
|
- |
| 15.1 e) ii) (Physical tests for outer sheath- Ageing in air oven : Tensile stregth Variation ) |
- |
0 |
|
- |
| 15.1 e) ii) (Physical tests for outer sheath -Ageing in air oven : Elongation Variation ) |
- |
0 |
|
- |
| 15.1 e) iii) (Sheath: Loss of mass in air oven) |
- |
0 |
|
- |
| 15.1 e) iv) (Phyaical tests for Sheath : Shrinkage ) |
- |
0 |
|
- |
| 15.1 e) iv) (Phyaical tests for Sheath : Shrinkage - Crack observed ) |
- |
0 |
|
- |
| 15.1 e) v) (Sheath : Hot deformation) |
- |
0 |
|
- |
| 15.1 e) vi) (Sheath : Heat shock test) |
- |
0 |
|
- |
| 15.1 e) vii) (Sheath : Thermalstability) |
- |
0 |
|
- |
| 15.1 f)(INSULATION RESISTANCE TEST : Volume resistivity ) |
- |
0 |
|
- |
| 16.2(HIGH VOLTAGE TEST ) |
- |
0 |
|
- |
| 16.3(FLAMMABILITY TEST : Period of Burning ) |
- |
0 |
|
- |
| 16.3(FLAMMABILITY TEST : Unaffected length ) |
- |
0 |
|
- |
| 16.9(Oxygen Index Test) |
- |
0 |
|
- |
| 16.1(Flame Retardance Test on Single Cables) |
- |
0 |
|
- |
| 16.11(Flame Retardance Test on Bunched Cables) |
- |
0 |
|
- |
| 16.14(Temperature Index) |
- |
0 |
|
- |
| 16.13(Test for Halogen Acid Gas Evolution) |
- |
0 |
|
- |
| 17.1(Manufacturer'. identification) |
- |
0 |
|
- |
| 17.2(cable Indentification ) |
- |
0 |
|
- |
| 17.3(cable Code ) |
- |
0 |
|
- |
|
24 Jul, 2025 |
- - |
| 11445 |
National Test House (WR) - NTH, Mumbai
| 7107604
| 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) |
Effective Date |
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 |
- - |
| 11446 |
National Test House (WR) - NTH, Mumbai
| 7107604
| 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) |
Effective Date |
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 |
- - |
| 11447 |
National Test House (WR) - NTH, Mumbai
| 7107604
| IS 1328 (1996) |
Veneered Decorative Plywood -Specification |
- |
5000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
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 |
- - |
| 11448 |
National Test House (WR) - NTH, Mumbai
| 7107604
| IS 12701 (1996) |
Rotational moulded polyethylene water storage tanks - specification (First Revision) |
- |
20000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
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 |
- - |
| 11449 |
National Test House (WR) - NTH, Mumbai
| 7107604
| IS 14587 (1998) |
Prelaminated Medium Density Fibre Board -specification |
- |
15000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
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 |
- - |
| 11450 |
National Test House (WR) - NTH, Mumbai
| 7107604
| IS 371 (1999) |
Ceiling roses - Specification (Third Revision) |
- |
8550 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
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 |
- - |
| 11451 |
Indian Rubber Materials Research Institute (IRMRI), Tirupati
| 6179035
| IS 15636 (2022) |
Automotive vehicles - Pneumatic tyres for commercial vehicles - Diagonal and radial ply |
- |
94000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 5(Marking) |
- |
500 |
|
- |
| 4.1(Tyre dimension- Section Width) |
- |
1750 |
|
- |
| 4.1(Tyre dimension- Outer diameter) |
- |
1750 |
|
- |
| 4.1.1(Tread wear Indicator) |
- |
3000 |
|
- |
| 4.5(Tyre strength (Plunger test)) |
- |
20000 |
|
- |
| 4.2(Endurance test-Change in diameter) |
- |
67000 |
|
- |
| 4.3(Load & Speed test) |
- |
18000 |
|
- |
|
22 Aug, 2027 |
- - |
| 11452 |
Indian Rubber Materials Research Institute (IRMRI), Tirupati
| 6179035
| IS 15633 (2022) |
Automotive vehicles - pneumatic tyres for passenger car vehicles - diagonal and radial ply |
- |
95500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 5(Marking) |
- |
500 |
|
- |
| 4.1(Tyre dimension- Section Width) |
- |
1500 |
|
- |
| 4.1(Tyre dimension- Outer diameter) |
- |
1500 |
|
- |
| 4.5(Tread wear Indicator) |
- |
3500 |
|
- |
| 4.6(Tyre strength (Plunger test)) |
- |
10000 |
|
- |
| 4.3(Endurance test) |
- |
57000 |
|
- |
| 4.2(Load & Speed test) |
- |
15000 |
|
- |
| 4.4(Bead Unseating Resistance) |
- |
6500 |
|
- |
|
22 Aug, 2027 |
- - |
| 11453 |
Indian Rubber Materials Research Institute (IRMRI), Tirupati
| 6179035
| IS 15627 (2022) |
Automotive Vehicles - Pneumatic Tyres for Two and Three - Wheeled Motor Vehicles - Specification First Revision |
- |
97000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 5(Marking) |
- |
500 |
|
- |
| 4.1(Tyre dimension- Section Width) |
- |
1500 |
|
- |
| 4.1(Tyre dimension- Outer diameter) |
- |
1500 |
|
- |
| 4.6(Tread wear Indicator) |
- |
3500 |
|
- |
| 4.4(Tyre strength (Plunger test)) |
- |
10000 |
|
- |
| 4.5(Endurance test) |
- |
57000 |
|
- |
| 4.2(Load & Speed test) |
- |
15000 |
|
- |
|
22 Aug, 2027 |
- Exclusion: Cl.4.3 (Dynamic growth of tyre) |
| 11454 |
Spectro Analytical Labs Private Limited, Gautam Buddha Nagar
| 8130426
| IS 694 (2010) |
Polyvinyl chloride insulated unsheathed and sheathed cables/cords with rigid and flexible conductor for rated voltages up to and including 450/750 v (Fourth Revision) |
Y-1100 V A,C,D, FR, FR-LSH 0.5 to 10 & 16 sqmm to above |
31680 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 11.2(Legibility) |
- |
200 |
|
10% discount to BIS |
| 11.1(Durability) |
- |
200 |
|
10% discount to BIS |
| 11(Identification) |
- |
200 |
|
10% discount to BIS |
| 10.9(Additional ageing test (OU cables only) -HV test (at 60±3oC)) |
- |
3500 |
|
10% discount to BIS |
| 10.4(Flammability test- Unaffected portion) |
- |
1500 |
|
10% discount to BIS |
| table 1 e) 3) (IR constant- max. Temp) |
- |
1500 |
|
10% discount to BIS |
| table 1 e) 3) (IR constant- Room temp ) |
- |
1500 |
|
10% discount to BIS |
| table 1 e) 3) (Volume Resistivity - Maximum temp) |
- |
1500 |
|
10% discount to BIS |
| table 1 e) 3) (Volume Resistivity - Room temp ) |
- |
1500 |
|
10% discount to BIS |
| 10.2(HV (room temperature)) |
- |
2000 |
|
10% discount to BIS |
| 10.1(HV (water immersion)) |
- |
5000 |
|
10% discount to BIS |
| Table 1 iii) d) 9)(Cold impact for sheath) |
- |
1000 |
|
10% discount to BIS |
| Table 1 iii) d) 8)(Cold bend for sheath) |
- |
1000 |
|
10% discount to BIS |
| Table 1 iii) c) 9)(Cold impact for insulation) |
- |
1000 |
|
10% discount to BIS |
| Table 1 iii) c) 8)(Cold bend for insulation) |
- |
1000 |
|
10% discount to BIS |
| Table 1 iii) d) 7)(Thermal stability- Sheath ) |
- |
2500 |
|
10% discount to BIS |
| Table 1 iii) c) 7)(Thermal stability- Insulation ) |
- |
2500 |
|
10% discount to BIS |
| Table 1 iii) d) 6)(Hot deformation -Indentation depth - Sheath ) |
- |
1500 |
|
10% discount to BIS |
| Table 1 iii) c) 6)(Hot deformation - Indentation depth- Insulation) |
- |
1500 |
|
10% discount to BIS |
| Table 1 iii) d) 5)(Heat shock-Sheath ) |
- |
1000 |
|
10% discount to BIS |
| Table 1 iii) c) 5)(Heat shock-Insulation ) |
- |
1000 |
|
10% discount to BIS |
| 10.8(Smoke density rating) |
- |
5000 |
|
10% discount to BIS |
| 10.5(Oxygen index) |
- |
5000 |
|
10% discount to BIS |
| 10.7(Temperature index) |
- |
5000 |
|
10% discount to BIS |
| 10.6(Halogen evolution) |
- |
4000 |
|
10% discount to BIS |
| Table 1 iii) d) 2)(Loss of mass- Sheath ) |
- |
3000 |
|
10% discount to BIS |
| Table 1 iii) c) 2)(Loss of mass- Insulation ) |
- |
3000 |
|
10% discount to BIS |
| 4.2(Conductor resistance test) |
- |
1000 |
|
10% discount to BIS |
| Table 1 iii) d) 4)(Shrinkage- Sheath ) |
- |
1000 |
|
10% discount to BIS |
| Table 1 iii) c) 4)(Shrinkage-Insulation) |
- |
1000 |
|
10% discount to BIS |
| 8.3(Thickness of Sheath) |
- |
500 |
|
10% discount to BIS |
| Table 1 iii) c) 1)(Tensile strength (Without ageing)) |
- |
1000 |
|
10% discount to BIS |
| Table 1 iii) c) 1)(Elongation (Without ageing)) |
- |
1000 |
|
10% discount to BIS |
| Table 1 iii) c) 3)(Tensile strength (After ageing)) |
- |
1500 |
|
10% discount to BIS |
| Table 1 iii) c) 3)(Elongation (After ageing)) |
- |
1500 |
|
10% discount to BIS |
| Table 1 iii) d) 3)(Sheath- Elongation variation) |
- |
200 |
|
10% discount to BIS |
| Table 1 iii) c) 3)(TS variation) |
- |
200 |
|
10% discount to BIS |
| Table 1 iii) c) 3)(Elongation variation) |
- |
200 |
|
10% discount to BIS |
| Table 1 iii) d) 1)(Sheath -Tensile strength (Without ageing)) |
- |
1000 |
|
10% discount to BIS |
| Table 1 iii) d) 1)(Sheath- Elongation (Without ageing)) |
- |
1000 |
|
10% discount to BIS |
| Table 1 iii) d) 3)(Sheath- Tensile strength (After ageing)) |
- |
1500 |
|
10% discount to BIS |
| Table 1 iii) d) 3)(Sheath- Elongation (After ageing)) |
- |
1500 |
|
10% discount to BIS |
| Table 1 iii) d) 3)(Sheath- TS variation) |
- |
1000 |
|
10% discount to BIS |
| 9(Overall dimensions) |
- |
500 |
|
10% discount to BIS |
| (Cl.16.1)
(Cl.19.1)(Conductor- Diameter ) |
- |
500 |
|
10% discount to BIS |
| 12.0(Core identification) |
- |
200 |
|
10% discount to BIS |
| 4.1(Conductor - Material) |
- |
200 |
|
10% discount to BIS |
| Table 2, IS 8130(No fo wire in a conductor) |
- |
200 |
|
10% discount to BIS |
| 10.11(Per sulphate test (for tinned Cu cable only)) |
- |
1500 |
|
10% discount to BIS |
| 4.1(Annealing test (for copper)) |
- |
1000 |
|
10% discount to BIS |
| 4.1(Wrapping test (for Al)) |
- |
500 |
|
10% discount to BIS |
| 5.3(Thickness of Insulation) |
- |
500 |
|
10% discount to BIS |
| 8.3(Minimum thickness of Sheath) |
- |
500 |
|
10% discount to BIS |
| 8.3(Avarage thickness of Sheath) |
- |
500 |
|
10% discount to BIS |
| 5.3(Minimum thickness of insulation) |
- |
500 |
|
10% discount to BIS |
| 5.3(Avarage thickness of insulation) |
- |
500 |
|
10% discount to BIS |
| (Cl. 18.1.4)
(Cl. 19.1.5)
(Cl. 20.1.4)
(Cl. 22.1.4)(Colour of Sheath) |
- |
200 |
|
10% discount to BIS |
| 9.1(Ovality) |
- |
200 |
|
10% discount to BIS |
| Table 1(Category Code) |
- |
200 |
|
10% discount to BIS |
|
04 Jan, 2027 |
- Included w.e.f. 15.04.2024 |
| 11455 |
Bombay Textiles Research Association (BTRA), Mumbai
| 7130206
| IS 17483 : Part 2 (2020) |
Geosynthetics - Geocells - Specification Part 2 Slope Erosion Protection Application |
- |
468040 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Clause No. 5.2(Dimensions) |
- |
1020 |
|
- |
| Clause No. 5.4(Perforations) |
- |
1020 |
|
- |
| Clause No. 5.5(Seam Weld) |
- |
1020 |
|
- |
| Clause No. 5.3(Surface density of indentation) |
- |
1620 |
|
- |
| Clause No. 6.2, Table No. 1 (i)(Density, g/cm3) |
- |
1620 |
|
- |
| Clause No. 6.2, Table No. 1 (ii)(Environmental stress crack resistance – Notched constant tensile load (ESCR - NCTL), 400 h) |
- |
160000 |
|
- |
| Clause No. 6.2, Table No. 1 (iii)(Environmental stress crack resistance (ESCR), 5000 h) |
- |
125000 |
|
- |
| Clause No. 6.2, Table No. 1 (iv)(Carbon black content, percent) |
- |
2640 |
|
- |
| Clause No. 6.2, Table No. 1 (v)(Post texturing strip/cell wall thickness at a pressure of 2 ± 0.01 kPa, mm) |
- |
1020 |
|
- |
| Clause No. 6.2, Table No. 1 (vi)(Seam peel-strength per 25 mm of cell depth, N) |
- |
4020 |
|
- |
| Clause No. 6.2, Table No. 1 (vii)(Seam weld hang strength for 100 mm of seam weld under constantdead weight of 72.5 kg for 7 days at 54 ± 2 °C) |
- |
20010 |
|
- |
| Clause No. 6.2, Table No. 1 (viii)(Resistance to oxidation, Retained tensile strength, percent) |
- |
36010 |
|
- |
| Clause No. 6.2, Table No. 1 (ix)(Retention of breaking strength after UV exposure of 500 h) |
- |
47000 |
|
- |
| Clause No. 6.2, Table No. 1 (x)(Friction efficiency, percent) |
- |
8020 |
|
- |
| Clause No. 6.2, Table No. 1 (xi)(Standard oxidative induction time, minutes) |
- |
10020 |
|
- |
| Clause No. 6.2, Table No. 1 (xii)(High pressure oxidative induction time, minutes) |
- |
48000 |
|
- |
| Clause No. 8(Geocells panel packaging) |
- |
0 |
|
- |
| Clause No. 9.1(Geocells labelling, shipment, storage and handling) |
- |
0 |
|
- |
|
- |
- - |
| 11456 |
Bombay Textiles Research Association (BTRA), Mumbai
| 7130206
| IS 17483 : Part 1 (2020) |
Geosynthetics - Geocells - Specification Part 1 Load Bearing Application |
- |
497100 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Clause No. 5.2(Dimensions) |
- |
1020 |
|
- |
| Clause No. 5.4(Perforations) |
- |
1020 |
|
- |
| Clause No. 5.5(Seam Weld) |
- |
1020 |
|
- |
| Clause No. 5.3(Surface density of indentation) |
- |
1620 |
|
- |
| Clause No. 6.2, Table No. 1 (i)(Density, g/cm3) |
- |
1620 |
|
- |
| Clause No. 6.2, Table No. 1 (ii)(Environmental stress crack resistance – Notched constant tensile load (ESCR - NCTL), 400 h) |
- |
160000 |
|
- |
| Clause No. 6.2, Table No. 1 (iii)(Environmental stress crack resistance (ESCR), 5000 h) |
- |
125000 |
|
- |
| Clause No. 6.2, Table No. 1 (iv)(Carbon black content, percent) |
- |
2640 |
|
- |
| Clause No. 6.2, Table No. 1 (v)(Post texturing strip/cell wall thickness at a pressure of 2 ± 0.01 kPa, mm) |
- |
1020 |
|
- |
| Clause No. 6.2, Table No. 1 (vi)(Seam peel-strength per 25 mm of cell depth, N) |
- |
4020 |
|
- |
| Clause No. 6.2, Table No. 1 (vii)(Seam weld hang strength for 100 mm of seam weld under constantdead weight of 72.5 kg for 7 days at 54 ± 2 °C) |
- |
20010 |
|
- |
| Clause No. 6.2, Table No. 1 (viii)(Resistance to oxidation, Retained tensile strength, percent) |
- |
36010 |
|
- |
| Clause No. 6.2, Table No. 1 (ix)(Retention of breaking strength after UV exposure of 500 h) |
- |
47000 |
|
- |
| Clause No. 6.2, Table No. 1 (x)(Friction efficiency, percent) |
- |
8020 |
|
- |
| Clause No. 6.2, Table No. 1 (xi)(Standard oxidative induction time, minutes) |
- |
10020 |
|
- |
| Clause No. 6.2, Table No. 1 (xii)(High pressure oxidative induction time, minutes) |
- |
48000 |
|
- |
| Clause No. 8(Geocells panel packaging) |
- |
0 |
|
- |
| Clause No. 9.1(Geocells labelling, shipment, storage and handling) |
- |
0 |
|
- |
| CL 6.1(Dimensional Stability) |
- |
1020 |
|
- |
| CL 4.4(Resistnce to chemical retained strength %) |
- |
24020 |
|
- |
| 4.1(Material Identification) |
- |
4020 |
|
- |
|
- |
- - |
| 11457 |
BIS, Northern Regional Laboratory (NRL)
| None
| IS 1658 (2006) |
Fibre hardboards - Specification (Third Revision) |
- |
- View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 7 Table-1 (Dimensions and tolerances in accordance with Annex A&B) |
- |
|
|
|
| 6 (Workability and finish) |
- |
|
|
|
|
- |
- Test facility is complete |
| 11458 |
BIS, Northern Regional Laboratory (NRL)
| None
| IS 3099 : Part 1 AND 2 (1992) |
Microscopes - Slips and slidesspecification: Part 1 microscope slips: Part 2 microscope slides (First Revision) |
- |
Rs1800.00/, Rs.1200.00/ View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl 3 (Dimensions Thickness) |
- |
|
|
|
|
- |
- Excluding Optical Properties |
| 11459 |
BIS, Northern Regional Laboratory (NRL)
| None
| IS 4123 (1982) |
Specification for chain pipe wrenches (First Revision) |
- |
Rs 2700.00 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 3 Table 1 (Dimensions- Nominal Size) |
- |
|
|
|
| 3 Table 1 (Dimensions- Capacity, D min) |
- |
|
|
|
|
- |
- Mechanical: Test facility is complete, Chemical: Material testing for carbon steel available only |
| 11460 |
BIS, Northern Regional Laboratory (NRL)
| None
| IS 11279 (1985) |
Specification for braille slate |
- |
- View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 2 (Shape -and Dimensions Fig1,2,3) |
- |
|
|
|
|
- |
- Mechanical: Test facility is complete, Chemical: Finish -Anodic coating as per IS 1868 not available |