| 10111 |
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 |
-
- |
| 10112 |
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 |
-
- |
| 10113 |
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 |
-
- |
| 10114 |
National Test House (WR) - NTH, Mumbai
| 7107604
| IS 3854 (1997) |
Switches for domestic and similar purposes - Specification (Second Revision) |
- |
9000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 6(Ratings) |
- |
0 |
|
- |
| 6.1(Ratings) |
- |
0 |
|
- |
| 6.2(Ratings) |
- |
0 |
|
- |
| 7(Classification) |
- |
0 |
|
- |
| 7.1(Classification) |
- |
0 |
|
- |
| 7.1.1(Classification) |
- |
0 |
|
- |
| 7.1.2(Classification) |
- |
0 |
|
- |
| 7.1.3(Classification) |
- |
0 |
|
- |
| 7.1.4(Classification) |
- |
0 |
|
- |
| 7.1.5(Classification) |
- |
0 |
|
- |
| 7.1.6(Classification) |
- |
0 |
|
- |
| 7.1.7(Classification) |
- |
0 |
|
- |
| 7.1.8(Classification) |
- |
0 |
|
- |
| 7.2(Classification) |
- |
0 |
|
- |
| 8(Marking) |
- |
0 |
|
- |
| 8.1(Marking) |
- |
0 |
|
- |
| 8.2(Marking) |
- |
0 |
|
- |
| 8.3(Marking) |
- |
0 |
|
- |
| 8.4(Marking) |
- |
0 |
|
- |
| 8.5(Marking) |
- |
0 |
|
- |
| 8.6(Marking) |
- |
0 |
|
- |
| 8.7(Marking) |
- |
0 |
|
- |
| 8.8(Marking) |
- |
0 |
|
- |
| 8.9(Marking) |
- |
0 |
|
- |
| 10(Protection against Electric Shock) |
- |
0 |
|
- |
| 10.1(Protection against electric shock
) |
- |
0 |
|
- |
| 10.2(Protection against electric shock
) |
- |
0 |
|
- |
| 10.3(Protection against electric shock
) |
- |
0 |
|
- |
| 10.3.1(Protection against electric shock
) |
- |
0 |
|
- |
| 10.3.2(Protection against electric shock
) |
- |
0 |
|
- |
| 10.4(Protection against electric shock
) |
- |
0 |
|
- |
| 10.5(Protection against electric shock
) |
- |
0 |
|
- |
| 10.6(Protection against electric shock
) |
- |
0 |
|
- |
| 10.7(Protection against electric shock
) |
- |
0 |
|
- |
| 11.1(Provision for earthing) |
- |
0 |
|
- |
| 11.2(Provision for earthing) |
- |
0 |
|
- |
| 11.3(Provision for earthing) |
- |
0 |
|
- |
| 11.4(Provision for earthing) |
- |
0 |
|
- |
| 12(Terminals) |
- |
0 |
|
- |
| 12.1(Terminals) |
- |
0 |
|
- |
| 12.2(Terminals) |
- |
0 |
|
- |
| 12.2.1(Terminals) |
- |
0 |
|
- |
| 12.2.2(Connection of conductor) |
- |
0 |
|
- |
| 12.2.3(Mechanical strength of terminals) |
- |
0 |
|
- |
| 12.2.4(Resistance to corrosion) |
- |
0 |
|
- |
| 12.2.5(Undue damage to conductor) |
- |
0 |
|
- |
| 12.2.6(Terminals) |
- |
0 |
|
- |
| 12.2.7(Insertion of conductor) |
- |
0 |
|
- |
| 12.2.8(Terminals) |
- |
0 |
|
- |
| 12.2.9(Locking against accidental loosening) |
- |
0 |
|
- |
| 12.2.10(Terminals) |
- |
0 |
|
- |
| 12.2.11(Distance between screw and conductor) |
- |
0 |
|
- |
| 12.2.12(Terminals) |
- |
0 |
|
- |
| 12.3(Terminals) |
- |
0 |
|
- |
| 12.3.1(Terminals) |
- |
0 |
|
- |
| 12.3.2(Screwless terminals) |
- |
0 |
|
- |
| 12.3.3(Connectin of conductor) |
- |
0 |
|
- |
| 12.3.4(Material of terminals) |
- |
0 |
|
- |
| 12.3.5(Clamping) |
- |
0 |
|
- |
| 12.3.6(Connection) |
- |
0 |
|
- |
| 12.3.7(v) Interconnection of conductors [Cl. 12.3.7]) |
- |
0 |
|
- |
| 12.3.8(Screwless terminals design) |
- |
0 |
|
- |
| 12.3.9(Screwless terminal fixing) |
- |
0 |
|
- |
| 12.3.10(Terminals) |
- |
0 |
|
- |
| 12.3.11(vi) Electrical & Thermal Stresses [Cl 12.3.11]) |
- |
0 |
|
- |
| 12.3.12(vii) Deflection Stresses [Cl. 12.3.12]) |
- |
0 |
|
- |
| 13(Constructional
requirements
) |
- |
0 |
|
- |
| 13.1(a) Insulating lining, barriers and the like [Cl 13.1]) |
- |
0 |
|
- |
| 13.2(b) Construction of switch [Cl 13.2]) |
- |
0 |
|
- |
| 13.3(c) Covers,cover plates and actuating members [Cl 13.3]) |
- |
0 |
|
- |
| 13.4(d) Ordinary switches [Cl 13.4]) |
- |
0 |
|
- |
| 13.5(e) Rotary switches [Cl 13.5]) |
- |
0 |
|
- |
| 13.6(f) Screws and other means [Cl 13.6]) |
- |
0 |
|
- |
| 13.7(g) Combination of switches or switches and socket outlets [Cl 13.7]) |
- |
0 |
|
- |
| 13.8(h) Assessories combined with switches [Cl. 13.8]) |
- |
0 |
|
- |
| 13.9(j) Switches other than ordinary switches [Cl. 13.9]) |
- |
0 |
|
- |
| 13.1(k) Switches to be installed in a box [Cl. 13.10]) |
- |
0 |
|
- |
| 13.11(l) Surface type switches other than ordinary switch [Cl. 13.11]) |
- |
0 |
|
- |
| 13.12, 13.13, 13.14(m) Inlet opening [Cl. 13.12.13.13 & 13.14]) |
- |
0 |
|
- |
| 13.15(Constructional
requirements
) |
- |
0 |
|
- |
| 13.15.1(Constructional
requirements
) |
- |
0 |
|
- |
| 13.15.2(Constructional
requirements
) |
- |
0 |
|
- |
| 14(Mechanism [Cl. 14]) |
- |
0 |
|
- |
| 14.1(Mechanism) |
- |
0 |
|
- |
| 14.2(Mechanism) |
- |
0 |
|
- |
| 14.3(Mechanism) |
- |
0 |
|
- |
| 14.4(Mechanism) |
- |
0 |
|
- |
| 14.5(Mechanism) |
- |
0 |
|
- |
| 14.6(Mechanism) |
- |
0 |
|
- |
| 15(Resistance to ageing, to harmful ingress of water and to humidity
) |
- |
0 |
|
- |
| 15.1(Resistance to Ageing, to Harmful Ingress of water and to Humidity [Cl. 15]: Resistance to Ageing, [Cl. 15.1]) |
- |
0 |
|
- |
| 15.2(b)Resistance to Harmful ingress of water [Cl. 15.2]) |
- |
0 |
|
- |
| 15.3(Resistance to ageing, to harmful ingress of water and to humidity
) |
- |
0 |
|
- |
| 16(Insulation
resistance and electric strength
) |
- |
0 |
|
- |
| 16.1(Insulation resistance [Cl. 16.1]) |
- |
0 |
|
- |
| 16.2( Electric Strength [Cl. 16.2]) |
- |
0 |
|
- |
| 16.3(Flash test) |
- |
0 |
|
- |
| 17(Temperature- rise [Cl. 17]) |
- |
0 |
|
- |
| 18(Marking and breaking Capacity[Cl. 18]) |
- |
0 |
|
- |
| 18.1(Making and breaking capacity ) |
- |
0 |
|
- |
| 18.2(Making and breaking capacity ) |
- |
0 |
|
- |
| 19(Normal Operation [Cl. 19] a) General & Operation) |
- |
0 |
|
- |
| 19.1(Normal operation) |
- |
0 |
|
- |
| 19.2(Normal Operation (For AX type Switches) [Cl. 19.2]) |
- |
0 |
|
- |
| 20(Mechanical Strength Test [Cl. 20]) |
- |
0 |
|
- |
| 20.1(Mechanical Strength Test) |
- |
0 |
|
- |
| 20.2(Mechanical Strength Test) |
- |
0 |
|
- |
| 20.3(Mechanical Strength Test) |
- |
0 |
|
- |
| 20.4(Mechanical
strength
) |
- |
0 |
|
- |
| 20.4.1(Mechanical
strength
) |
- |
0 |
|
- |
| 20.4.2(Mechanical
strength
) |
- |
0 |
|
- |
| 20.5(Mechanical Strength Test) |
- |
0 |
|
- |
| 20.6(Mechanical Strength Test) |
- |
0 |
|
- |
| 20.7(Mechanical Strength Test) |
- |
0 |
|
- |
| 20.8(Mechanical Strength Test) |
- |
0 |
|
- |
| 20.9(Mechanical
strength
) |
- |
0 |
|
- |
| 21.1(Resistance to heat
) |
- |
0 |
|
- |
| 21.2(Resistance to Heat) |
- |
0 |
|
- |
| 21.3(Resistance to heat
) |
- |
0 |
|
- |
| 22(Screw, Current Carrying Part And Connection [Cl.22]) |
- |
0 |
|
- |
| 22.1(i) Screw & Nuts [Cl.22.1]) |
- |
0 |
|
- |
| 22.2(Measurement and manual test) |
- |
0 |
|
- |
| 22.3(iii) Electrical Connections [Cl.22.3]) |
- |
0 |
|
- |
| 22.4(ii) Screw & rivets [Cl . 22.4]) |
- |
0 |
|
- |
| 22.5(iv) Current carrying part [Cl.22.5]) |
- |
0 |
|
- |
| 22.6(Inspection and chemical analysis) |
- |
0 |
|
- |
| 22.7(Screws, current
carrying parts and connections
) |
- |
0 |
|
- |
| 23(Creepage distances, clearances and distance through sealing compound [Cl.23]) |
- |
0 |
|
- |
| 23.1(Creepage distances,
clearances & distance through
sealing compound
) |
- |
0 |
|
- |
| 23.2(Creepage distances, clearances and distance through sealing compound [Cl.23]) |
- |
0 |
|
- |
| 24(Resistance of insulating material to abnormal heat, to fire and to tracking
) |
- |
0 |
|
- |
| 24.1.1(Resistance to Abnormal Heat & Fire [Cl.24.1] [Glow Wire Test] [Cl.24.1.1]) |
- |
0 |
|
- |
| 24.2(Resistance to tracking [For Switch other than ordinary] [Cl.24.2]) |
- |
0 |
|
- |
| 25 of IS 3854 : 1997(Resistance to rusting) |
- |
0 |
|
- |
|
24 Jul, 2025 |
-
- |
| 10115 |
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 |
-
- |
| 10116 |
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 |
-
- |
| 10117 |
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 |
-
- |
| 10118 |
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 |
-
- |
| 10119 |
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) |
| 10120 |
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 |
| 10121 |
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 |
|
- |
|
- |
-
- |
| 10122 |
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 |
|
- |
|
- |
-
- |
| 10123 |
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 |
| 10124 |
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 |
| 10125 |
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 |
| 10126 |
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 |
| 10127 |
INDIAN TESTING LABORATORY PRIVATE LIMITED, GREATER NOIDA
| 8171306
| IS 14735 (1999) |
Unplasticized Polyvinyl Chloride (UPVC) Injection Moulded Fittings for Soil and Waste Discharge System for Inside and Outside Buildings Including Ventilation and Rain Water System - |
Group I & II |
12000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 19(Marking) |
- |
250 |
|
- |
| 3(Type of Fitting) |
- |
250 |
|
- |
| 4(Size Designation) |
- |
250 |
|
- |
| 5(Colour of fittings) |
- |
250 |
|
- |
| 7.1,Table 1(Wall thickness) |
- |
250 |
|
- |
| 7.2 ,Table 2&3(Socket Dimensions) |
- |
500 |
|
- |
| 7.3(Dimensions of waste trap(Nahani Trap) |
- |
500 |
|
- |
| 8(Sealing Rings) |
- |
500 |
|
- |
| 10(Workmanship) |
- |
500 |
|
- |
| 11(Design requirements) |
- |
500 |
|
- |
| 11.1(Solvent cement type or Rubber ring type) |
- |
500 |
|
- |
| 11.2(Socket and spigot configeration) |
- |
500 |
|
- |
| 11.4,Table 5(Vent cowl) |
- |
500 |
|
- |
| 11.5,Table 6(Pipe Clips) |
- |
250 |
|
- |
| 12(Physical test requirements) |
- |
250 |
|
- |
| 12.1(Visual appearance) |
- |
250 |
|
- |
| 12.2(Stress relief test) |
- |
1500 |
|
- |
| 12.3(Vicat softening tempewrature) |
- |
1500 |
|
- |
| Cl.13, IS 12235 (P-7)-2004, (Resistance to Sulphuric Acid) |
- |
2500 |
|
- |
| Cl.15, Annex B(Sulphated Ash Content) |
- |
1500 |
|
- |
| 16.1(Impact test) |
- |
1500 |
|
- |
| Cl.14, Annex A(Titanium Di-Oxide Content) |
- |
1500 |
|
- |
| 17(Watet tightness of joint) |
- |
1500 |
|
- |
| 7.4(Chamfer) |
- |
250 |
|
- |
| 11.3(Access Openings) |
- |
250 |
|
- |
| Table 4(Dimension of Access Openings) |
- |
250 |
|
- |
|
15 Aug, 2028 |
-
- |
| 10128 |
INDIAN TESTING LABORATORY PRIVATE LIMITED, GREATER NOIDA
| 8171306
| 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) |
- |
15000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 13(Cable code) |
- |
100 |
|
- |
| 10.9(Additional ageing test (OU cables only) -HV test (at 60±3oC)) |
- |
1000 |
|
- |
| 10.4(Flammability test- Unaffected portion) |
- |
750 |
|
- |
| 10.4(Flammability test-Burning after flame removal) |
- |
250 |
|
- |
| table 1 e) 3) (IR constant- max. Temp) |
- |
1000 |
|
- |
| table 1 e) 3) (IR constant- Room temp ) |
- |
1000 |
|
- |
| table 1 e) 3) (Volume Resistivity - Maximum temp) |
- |
750 |
|
- |
| table 1 e) 3) (Volume Resistivity - Room temp ) |
- |
1200 |
|
- |
| 10.2(HV (room temperature)) |
- |
1500 |
|
- |
| 10.1(HV (water immersion)) |
- |
1200 |
|
- |
| 10.8(Smoke density rating) |
- |
2500 |
|
- |
| 10.6(Halogen evolution) |
- |
1500 |
|
- |
| 10.7(Temperature index) |
- |
2500 |
|
- |
| 10.5(Oxygen index) |
- |
1500 |
|
- |
| Table 1 iii) d) 9)(Cold impact for sheath) |
- |
1000 |
|
- |
| Table 1 iii) d) 8)(Cold bend for sheath) |
- |
1000 |
|
- |
| Table 1 iii) c) 9)(Cold impact for insulation) |
- |
1000 |
|
- |
| Table 1 iii) c) 8)(Cold bend for insulation) |
- |
1000 |
|
- |
| Table 1(Category Code) |
- |
500 |
|
- |
| Table 1 iii) d) 7)(Thermal stability- Sheath ) |
- |
750 |
|
- |
| Table 1 iii) c) 7)(Thermal stability- Insulation ) |
- |
750 |
|
- |
| Table 1 iii) d) 6)(Hot deformation -Indentation depth - Sheath ) |
- |
750 |
|
- |
| Table 1 iii) c) 6)(Hot deformation - Indentation depth- Insulation) |
- |
750 |
|
- |
| Table 1 iii) d) 5)(Heat shock-Sheath ) |
- |
750 |
|
- |
| Table 1 iii) c) 5)(Heat shock-Insulation ) |
- |
750 |
|
- |
| Table 1 iii) d) 4)(Cracks Observed) |
- |
500 |
|
- |
| Table 1 iii) d) 4)(Shrinkage- Sheath ) |
- |
750 |
|
- |
| Table 1 iii) c) 4)(Cracks Observed) |
- |
500 |
|
- |
| Table 1 iii) c) 4)(Shrinkage-Insulation) |
- |
750 |
|
- |
| Table 1 iii) d) 2)(Loss of mass- Sheath ) |
- |
1000 |
|
- |
| Table 1 iii) c) 2)(Loss of mass- Insulation ) |
- |
1000 |
|
- |
| Table 1 iii) d) 3)(Sheath- Elongation variation) |
- |
500 |
|
- |
| Table 1 iii) d) 3)(Sheath- TS variation) |
- |
1000 |
|
- |
| Table 1 iii) d) 3)(Sheath- Elongation (After ageing)) |
- |
500 |
|
- |
| Table 1 iii) d) 3)(Sheath- Tensile strength (After ageing)) |
- |
1000 |
|
- |
| Table 1 iii) d) 1)(Sheath- Elongation (Without ageing)) |
- |
500 |
|
- |
| Table 1 iii) d) 1)(Sheath -Tensile strength (Without ageing)) |
- |
1000 |
|
- |
| Table 1 iii) c) 3)(Elongation variation) |
- |
500 |
|
- |
| Table 1 iii) c) 3)(TS variation) |
- |
250 |
|
- |
| Table 1 iii) c) 3)(Elongation (After ageing)) |
- |
500 |
|
- |
| Table 1 iii) c) 3)(Tensile strength (After ageing)) |
- |
1000 |
|
- |
| (Cl. 18.1.4)
(Cl. 19.1.5)
(Cl. 20.1.4)
(Cl. 22.1.4)(Colour of Sheath) |
- |
500 |
|
- |
| 8.3(Thickness of Sheath) |
- |
500 |
|
- |
| 5.3(Thickness of Insulation) |
- |
500 |
|
- |
| 9.1(Ovality) |
- |
500 |
|
- |
| 9(Overall dimensions) |
- |
500 |
|
- |
| 10.11(Per sulphate test (for tinned Cu cable only)) |
- |
750 |
|
- |
| 4.2(Conductor resistance test) |
- |
1000 |
|
- |
| 4.1(Wrapping test (for Al)) |
- |
500 |
|
- |
| 4.1(Tensile test (for Al)- After Stranding) |
- |
1000 |
|
- |
| 4.1(Tensile test (for Al)-Before Stranding) |
- |
1000 |
|
- |
| 4.1(Annealing test (for copper)) |
- |
1000 |
|
- |
| (Cl.16.1)
(Cl.19.1)(Conductor- Diameter ) |
- |
1000 |
|
- |
| (Cl. 18.1.3)
(Cl. 19.1.4)
(Cl. 20.1.3)
(Cl. 21.1.3)
(Cl. 22.1.3)(Assembly of cores ) |
- |
1000 |
|
- |
| 12(CONSTRUCTION Core Identification) |
- |
500 |
|
- |
| 8.1(Sheath Material ) |
- |
500 |
|
- |
| Table 4(Copper purity test) |
- |
1500 |
|
- |
| 11.2(Legibility) |
- |
100 |
|
- |
| 11.1(Durability) |
- |
100 |
|
- |
| 11(Identification) |
- |
100 |
|
- |
|
15 Aug, 2028 |
-
- |
| 10129 |
INDIAN TESTING LABORATORY PRIVATE LIMITED, GREATER NOIDA
| 8171306
| IS 383 (2016) |
Coarse and Fine Aggregate for Concrete - Specification (Third Revision) |
Group-I, Group-II |
8200 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) |
- |
500 |
|
- |
| 5.4.2(a)( Aggregates Impact Value) |
- |
500 |
|
- |
| 6.1-Table 7(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Nominal Size of aggregate) |
- |
500 |
|
- |
| 6.1-Table 7(i)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 80 mm sieve ) |
- |
500 |
|
- |
| 6.1-Table 7(ii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 63 mm sieve ) |
- |
500 |
|
- |
| 6.1-Table 7(iii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 40 mm sieve ) |
- |
500 |
|
- |
| 6.1-Table 7(iv)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 20 mm sieve ) |
- |
100 |
|
- |
| 6.1-Table 7(v)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 16 mm sieve ) |
- |
100 |
|
- |
| 6.1-Table 7(vi)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 12.5 mm sieve ) |
- |
100 |
|
- |
| 6.1-Table 7(vii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 10 mm sieve ) |
- |
100 |
|
- |
| 6.1-Table 7(viii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 4.75 mm sieve ) |
- |
100 |
|
- |
| 6.1-Table 7(ix)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 2.36 mm sieve ) |
- |
100 |
|
- |
| 6.3-Table 9(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Grading Zone) |
- |
100 |
|
- |
| 6.3-Table 9(i)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 10mm Sieve ) |
- |
500 |
|
- |
| 6.3-Table 9(ii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 4.75mm Sieve ) |
- |
500 |
|
- |
| 6.3-Table 9(iii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 2.36mm Sieve ) |
- |
500 |
|
- |
| 6.3-Table 9(iv)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 1.18mm Sieve ) |
- |
100 |
|
- |
| 6.3-Table 9(v)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 600µm Sieve ) |
- |
100 |
|
- |
| 6.3-Table 9(vi)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 300µm Sieve ) |
- |
100 |
|
- |
| 6.3-Table 9(vii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 150µm Sieve ) |
- |
100 |
|
- |
| 5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(fine aggregate)) |
- |
400 |
|
- |
| 5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (fine aggregate)) |
- |
400 |
|
- |
| 5.7-Table-3-(III) IS:14959 (P-2)(Water soluble chloride content (fine aggregate)) |
- |
1000 |
|
- |
| 5.7-Table-3-(II) IS:4032(Total sulphate content (fine aggregate)) |
- |
1000 |
|
- |
| 5.6-IS: 2386 (P-7)(Alkali Aggregate Reaction (fine aggregate)) |
- |
1500 |
|
- |
| 5.5-IS: 2386 (P-5)(Soundness (fine aggregate)) |
- |
1200 |
|
- |
| 5.2- TABLE-2- (Note-4) IS-2386 (P-2)(Organic impurities (fine aggregate)) |
- |
500 |
|
- |
| 5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (fine aggregate)) |
- |
2250 |
|
- |
| 5.2- TABLE-2- (ii) IS-2386 (P-2)(Clay lumps (fine aggregate )) |
- |
1000 |
|
- |
| 5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (fine aggregate )) |
- |
1000 |
|
- |
| 5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(coarse aggregate)) |
- |
400 |
|
- |
| 5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (coarse aggregate)) |
- |
400 |
|
- |
| 5.7-Table-3-(III) BN EN: 1744(Water soluble chloride content (coarse aggregate)) |
- |
1000 |
|
- |
| 5.7-Table-3-(II) BN EN: 1744(Total sulphate content (coarse aggregate)) |
- |
1000 |
|
- |
| 5.6-IS: 2386 (P-7)(Alkali Aggregate Reaction (coarse aggregate)) |
- |
1500 |
|
- |
| 5.5-IS: 2386 (P-5)(Soundness (coarse aggregate)) |
- |
1200 |
|
- |
| 5.3-IS: 2386 (P-1)(Combined elongation & flakiness index (coarse aggregate)) |
- |
750 |
|
- |
| 5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (coarse aggregate)) |
- |
2250 |
|
- |
| 5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (coarse aggregate)) |
- |
500 |
|
- |
| 7.2(Bulking Of Fine Aggregate) |
- |
1000 |
|
- |
| 5.2 (5.2.2, 5.2.1, 5.2.3, shale table-2 ) (Deleterious material (Clay lumps, coal & lignite, material finer than 75 micron IS sieve, Soft fragments,shale)) |
- |
2000 |
|
- |
| 5.4.3(a)( Aggregate Abrasion Value) |
- |
500 |
|
- |
| 5.4.3(b)( Aggregate Abrasion Value) |
- |
500 |
|
- |
|
15 Aug, 2028 |
-
Included w.e.f. 09.12.2022. Only for aggregrates from natural resources. |
| 10130 |
INDIAN TESTING LABORATORY PRIVATE LIMITED, GREATER NOIDA
| 8171306
| IS 15658 (2021) |
Concrete Paving Blocks - Specification ( First Revision ) |
M-30, M-35, M-40, M-50 and M-55 |
12500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 50 cycles) |
- |
2500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 25 cycles) |
- |
2500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 10 cycles) |
- |
2500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Cumulative Weight losses of specimen after 10, 25 & 50 cycles) |
- |
2500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 50 cycles) |
- |
2500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 25 cycles) |
- |
2500 |
|
- |
| Clause 7.3, Annex G(Average Breaking Load) |
- |
2500 |
|
- |
| Clause 7.3, Annex G(Individual Breaking Load) |
- |
1000 |
|
- |
| Clause 7.3, Annex F(Average Failure Load per unit Length) |
- |
1000 |
|
- |
| Clause 7.3, Annex F(Individual Failure Load per unit Length) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) b)(Average Flexural strength ) |
- |
2500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength (i)) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) b)(Average Tensile splitting strength ) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) ii)(Wet Abrasion resistance (Average of three test specimens)) |
- |
2000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) i)( Indivdual Wet Abrasion Resistance ) |
- |
2000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) ii)(Dry Abrasion resistance (Average of three test specimens)) |
- |
2000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) i)( Indivdual Dry Abrasion Resistance ) |
- |
2000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Compressive strength (Average of eight test specimens)) |
- |
2500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) a)(Indivdual Compressive strength (i)) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) b)(Water absorption (Average of three test specimens)) |
- |
1500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) a)( Indivdual Water absorption) |
- |
1500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (ix)(Deviation from squareness) |
- |
1000 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Indivdual Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Indivdual Plan Area (Asp)) |
- |
500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Indivdual Thickness of wearing Layer) |
- |
750 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Depth) |
- |
750 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iv)
(Indivdual Aspect Ratio, L/Th) |
- |
500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iv)
(Aspect Ratio, L/Th) |
- |
500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iii)
(Thickness, Th) |
- |
500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iii)
(Indivdual Thickness, Th) |
- |
500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (ii)
(Indivdual Length, L) |
- |
500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (ii)
(Length, L) |
- |
500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (i)
(Indivdual Width, W) |
- |
500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (i)
(Width, W) |
- |
500 |
|
- |
| Clause 6.3
(Bonding and Delamination between the layers of paver blocks) |
- |
500 |
|
- |
| Clause 7.1.3
(Colour and Texture) |
- |
250 |
|
- |
| Clauses 7.1.2 & 9.1.2
(Visual Inspection) |
- |
250 |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Lower) |
- |
250 |
|
- |
| 7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Lower) |
- |
250 |
|
- |
| 10(Marking) |
- |
500 |
|
- |
| cl.5(Cement) |
- |
8000 |
|
- |
| 5.2(Mineral Admixture) |
- |
5000 |
|
- |
| 5.3(Chemical Admixtures) |
- |
3000 |
|
- |
| 5.4(Coarse and Fine
Aggregates) |
- |
6000 |
|
- |
| 5.5(Pigments) |
- |
3000 |
|
- |
| 5.6(Water) |
- |
2500 |
|
- |
|
15 Aug, 2028 |
-
Amendment No.1 Included w.e.f. 21.02.2023 |
| 10131 |
INDIAN TESTING LABORATORY PRIVATE LIMITED, GREATER NOIDA
| 8171306
| IS 17425 (2020) |
Irrigation Equipment - Quick Coupled Polyethylene Pipes and Fittings for Sprinkler Irrigation Systems - Specification |
class 1,2,3,4 size 40-200mm |
32000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 5(Dimensions of pipe - i) Outside diameter) |
- |
500 |
|
- |
| 5(Dimensions of pipe - ii) Wall thickness minimum) |
- |
500 |
|
- |
| 6(Visual Appearance) |
- |
500 |
|
- |
| 7.1(Hydraulic Characteristics - Quality test) |
- |
7500 |
|
- |
| 7.1(Hydraulic Characteristics - Acceptance test) |
- |
2500 |
|
- |
| 7.2(Reversion Test) |
- |
1500 |
|
- |
| 7.3(Tensile Test- i) Tensile Strength) |
- |
1500 |
|
- |
| 7.3(Tensile Test - ii)Elongation at Break) |
- |
1000 |
|
- |
| 7.4(Fusion Compatibility Test- a) Quality test) |
- |
7500 |
|
- |
| 7.4(Fusion Compatibility Test- b) Acceptance test) |
- |
2500 |
|
- |
| 7.5(Density) |
- |
1000 |
|
- |
| 7.6(Melt Flow Rate) |
- |
1500 |
|
- |
| 4.2(Carbon black- a)carbon content) |
- |
1500 |
|
- |
| 4.2(Carbon black- b) Dispersion of carbon black) |
- |
1500 |
|
- |
| 5.1.2(Ovality) |
- |
500 |
|
- |
| 4.3(Anti-oxidant) |
- |
2500 |
|
- |
| 3(CLASSIFICATION OF PIPES) |
- |
250 |
|
- |
| 6.1.3(Weldability Test- a) Quality test) |
- |
7500 |
|
- |
| 6.1.3(Weldability Test- b) Acceptance test) |
- |
2500 |
|
- |
| 7.2.1(Visual and Workmanship Requirement) |
- |
500 |
|
- |
| 4.2(Metallic Couplers) |
- |
1500 |
|
- |
|
15 Aug, 2028 |
-
Except- Anti-Oxidant test (Cl.4.3) |
| 10132 |
INDIAN TESTING LABORATORY PRIVATE LIMITED, GREATER NOIDA
| 8171306
| IS 4984 (2016) |
Polyethylene pipes for water supply - Specification (Fifth Revision) |
PE 63, PE 80 and PE 100 |
20500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 8.10(Slow Crack Growth Rate) |
- |
2500 |
|
- |
| 8.9 table-6(Elongation at Break) |
- |
1000 |
|
- |
| 8.8(Tensile Strength for Butt-fusion) |
- |
1500 |
|
- |
| 8.7(Density) |
- |
1000 |
|
- |
| 8.5 (Oxidation Induction Time) |
- |
2500 |
|
- |
| 8.4( Melt Flow Rate) |
- |
1500 |
|
- |
| 8.2(Longitudinal Reversion Test) |
- |
1500 |
|
- |
| 8.1.2 table -5(Internal Pressure Creep Rupture Test of Pipe Joints) |
- |
5000 |
|
- |
| 8,/8.1/8.1.1 table-5(PERFORMANCE REQUIREMENTS / Hydraulic Characteristics/ Internal Pressure Creep Rupture Test of Pipe) |
- |
10000 |
|
- |
| 7.4.1.2(Ovality) |
- |
500 |
|
- |
| Cl-7.4(Mean Outside Diameter (For upto 50 mm take 8 reading, above 50mm take 6 reading & average will be reported)) |
- |
1000 |
|
- |
| 7.2(Length) |
- |
500 |
|
- |
| 6.2.1(6.1.1 Identification Stripes) |
- |
500 |
|
- |
| 6.2(Colour) |
- |
500 |
|
- |
| 8.6(Overall migration) |
- |
2500 |
|
- |
| 8.3(Carbon black) |
- |
1500 |
|
- |
| 5.4(Anti oxydent) |
- |
2500 |
|
- |
| 5.3(e)(Carbon Black Master Batch) |
- |
1500 |
|
- |
| 5.3(d)(Carbon Black Master Batch) |
- |
1500 |
|
- |
| 5.3(c)(Carbon Black Master Batch) |
- |
1500 |
|
- |
| 5.3(b)(Carbon Black Master Batch) |
- |
1500 |
|
- |
| 5.3 (a)(Carbon Black Master Batch) |
- |
1500 |
|
- |
| 5.2(Polyethylene Resin) |
- |
1500 |
|
- |
| 5, 5.1 table-1(MATERIALS) |
- |
1500 |
|
- |
| 5.2(Density) |
- |
1000 |
|
- |
| 5.2(MFI @ 1900C/5.0 Kg) |
- |
1500 |
|
- |
| 5.2(Volatile matter Content) |
- |
1000 |
|
- |
| 5.3(Toluene Extract) |
- |
1000 |
|
- |
| Clause 7.3(Coiling) |
- |
500 |
|
- |
| 7.1(Visual Appearance) |
- |
250 |
|
- |
| Table-2 (iii, iv)(Thermal Stability (Oxidation Induction Time), Volatile Matter) |
- |
2500 |
|
- |
|
15 Aug, 2028 |
-
Except- Anti-oxidant test (Cl.5.4) |
| 10133 |
BIS, Eastern Regional Laboratory (ERL)
| None
| IS 6664 (1992) |
Rubber microcellular sheets for soles and heels - Specification (First Revision) |
For all sizes |
- View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl.4.1.3 and 8.3,Table 1 ii (Thickness) |
- |
|
|
|
| Cl.4 Cl.4.1.3 And 8.3,Table1, i) (Relative density) |
- |
|
|
|
| Cl.4.1.3 And 8.3,Table1 (ii) Hardness, Shore A durometer min) |
- |
|
|
|
| Cl.4.1.3 And 8.3,Table1 (iv) Compression set at constant stress percent, Max) |
- |
|
|
|
| Cl.4 Cl.4.1.3 And 8.3,Table1, v) (Split tear strength, kg,Min) |
- |
|
|
|
| Cl.4.1.3 And 8.3,Table 1 vi (Heat shrinkage test at 100±1°C for 1 hour max) |
- |
|
|
|
| Cl.4 Cl.4.1.3 And 8.3,Table 1, viii) (Flexing resistance: Maximum cut growth at 50 000 cycles) |
- |
|
|
|
| Cl.4.1.3 and 8.3,Table 1 vii (Abrasion resistance at applied force of 5 N) |
- |
|
|
|
| 4.2 (Flexing resistance ) |
- |
|
|
|
| 4.2 (Water absorption) |
- |
|
|
|
| 4.2 (Heat Shrinkage ) |
- |
|
|
|
| 4.2 (Shrinkage at room temp) |
- |
|
|
|
| 4.2 (Split tear strength) |
- |
|
|
|
| 4.2 (Compression set) |
- |
|
|
|
| 4.2 (Hardness (Shore A)) |
- |
|
|
|
| 4.2 (Density ) |
- |
|
|
|
| 4.2 (Size & Thickness ) |
- |
|
|
|
| 4, Cl.4.1,4.1.1,4.1.2 (Requirements) |
- |
|
|
|
| Cl.4.1.3 And 8.3,Table1, iii) (Hardness, Shore A durometer min) |
- |
|
|
|
| Cl.4 Cl.4.1.3 And 8.3,Table1, iii) (Change in Hardness after ageing at 100±1°C for 24hr) |
- |
|
|
|
| Cl.4 Cl.4.1.3 And 8.3,Table1, iv) (Compression set at constant stress percent, Max) |
- |
|
|
|
| Cl.4 Cl.4.1.3 And 8.3,Table1, vi) (Room Temperature shrinkage at 27±2°C for 2weeks, percent, Max) |
- |
|
|
|
| Cl.4 Cl.4.1.3 And 8.3,Table 1, vi) (Heat shrinkage test at 100±1°C for 1 hour max) |
- |
|
|
|
| Cl.4 Cl.4.1.3 And 8.3,Table1, viii) (Water absorption , percent by mass, Max) |
- |
|
|
|
| 5, 5.1 (Marking) |
- |
|
|
|
| 6, 6.1 (Packing) |
- |
|
|
|
| "Cl.4 ,Cl.4.1,4.1.1,4.1.2 (Requirements
") |
- |
|
|
|
| Cl.4.1.3 And 8.3,Table1 (i) Relative density) |
- |
|
|
|
| Cl.4.1.3 And 8.3,Table1 (iii) Change in Hardness after ageing at 100±1°C for 24hr) |
- |
|
|
|
| Cl.4.1.3 And 8.3,Table1 (vi) Room Temperature shrinkage at 27±2°C for 2weeks, percent, Max) |
- |
|
|
|
| Cl.4.1.3 And 8.3,Table1 (viii)Water absorption , percent by mass, Max) |
- |
|
|
|
| Cl.4.1.3 And 8.3,Table1 (ix)Flexing resistance) |
- |
|
|
|
| 5, 5.1 (Marking) |
- |
|
|
|
| 6, 6.1 (Packing) |
- |
|
|
|
|
- |
-
Complete |
| 10134 |
BIS, Central Laboratory (CL)
| None
| IS 13893 (1994) |
Polyurethane soles semirigid - specification |
- |
- View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 4.2 (Thickness ) |
- |
|
|
|
| 4.3 (Elongation at break) |
- |
|
|
|
| 4.3 (Tensile Strength ) |
- |
|
|
|
| 4.2 (Thickness ) |
- |
|
|
|
| 4.1 (Design) |
- |
|
|
|
| 4.3 (Relative density ) |
- |
|
|
|
|
- |
-
Mechanical (Complete) Except :i) Tensile strength (Cl 4.3.1) ii) Elongation at break (Cl 4.3.1) iii) Tear strength (Cl 4.3.1)
Material requirement :3 pair of complete footwear along with raw material with specified requirement as per ISs and For abrasion resistance to outsole raw material of 10 mm min. thickness required |
| 10135 |
BIS, Eastern Regional Laboratory (ERL)
| None
| IS 13893 (1994) |
Polyurethane soles semirigid - specification |
For all sizes |
- View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 4.1 (Design) |
- |
|
|
|
| 4.2 (Thickness ) |
- |
|
|
|
| 4.3 (Relative density ) |
- |
|
|
|
| 4.3 (Hardness Shore(A)) |
- |
|
|
|
| 4.3 (Tensile Strength ) |
- |
|
|
|
| 4.3 (Elongation at break) |
- |
|
|
|
| 4.3 (Abrasion Resistance) |
- |
|
|
|
| 4.3 (Flexural strength ) |
- |
|
|
|
| 4.3 (Ross Flex test) |
- |
|
|
|
| 4.3.2 (Ageing test) |
- |
|
|
|
| 4.3.1 Table 1 vi) (Amendment 2) (Tensile Strength) |
- |
|
|
|
| 4.3.1 Table 1 i) (Amendment 2) (Relative Density) |
- |
|
|
|
| 4.3.1 Table 1 iii) (Amendment 2) (Abrasion Resistance at applied force of 10 N) |
- |
|
|
|
| 4.3.1 Table 1 v) (Amendment 2) (Hydrolysis Resistance, cut growth after 150000 flexes) |
- |
|
|
|
| 4.3.1 Table 1 viii) (Amendment 2) (Tear Strength (average force)) |
- |
|
|
|
| 4.3.1 Table 1 iv) (Amendment 2) (Flexing Resistance, Bennewart method) |
- |
|
|
|
| 4.2 (Amendment 2) (Thickness) |
- |
|
|
|
| 4.3.1 Table 1 vii) (Amendment 2) (Elongation at break) |
- |
|
|
|
| 4.3.1 Table 1 ii) (Amendment 2) (Hardness, degree, Shore A) |
- |
|
|
|
| 5, 5.1, 5.2 (Packing And Marking) |
- |
|
|
|
| Cl.5, 5.1, 5.2 (Packing And Marking) |
- |
|
|
|
|
- |
-
2 nos. soles + 2 slab (200mm x 200mm, Thickness 1.8-2.2 mm) + 1 slab (200 x 200 mm, Thickness 2.8-3.2 mm) |
| 10136 |
Bombay Textiles Research Association (BTRA), Mumbai
| 7130206
| IS 16090 (2013) |
Geo-synthetics – Geo-textiles used as protection (or cushioning) materials – Specification |
- |
382800 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class I(Mass per unit area, g/m2) |
- |
1020 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class I(Tensile strength, kN/m) |
- |
7170 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class I(Trapezoidal tear strength, kN) |
- |
2520 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class I(CBR puncture resistance, kN) |
- |
5420 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class I(Maximum UV resistance (after 500 h exposure), percent) |
- |
47000 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class II(Mass per unit area, g/m2) |
- |
1020 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class II(Tensile strength, kN/m) |
- |
7170 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class II(Trapezoidal tear strength, kN) |
- |
2520 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class II(CBR puncture resistance, kN) |
- |
5420 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class II(Maximum UV resistance (after 500 h exposure), percent) |
- |
47000 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class III(Mass per unit area, g/m2) |
- |
1020 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class III(Tensile strength, kN/m) |
- |
7170 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class III(Trapezoidal tear strength, kN) |
- |
2520 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class III(CBR puncture resistance, kN) |
- |
5420 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class III(Maximum UV resistance (after 500 h exposure), percent) |
- |
47000 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class IV(Mass per unit area, g/m2) |
- |
1020 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class IV(Tensile strength, kN/m) |
- |
7170 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class IV(Trapezoidal tear strength, kN) |
- |
2520 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class IV(CBR puncture resistance, kN) |
- |
5420 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class IV(Maximum UV resistance (after 500 h exposure), percent) |
- |
47000 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class V(Mass per unit area, g/m2) |
- |
1020 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class V(Tensile strength, kN/m) |
- |
7170 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class V(Trapezoidal tear strength, kN) |
- |
2520 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class V(CBR puncture resistance, kN) |
- |
5420 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class V(Maximum UV resistance (after 500 h exposure), percent) |
- |
47000 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class VI(Mass per unit area, g/m2) |
- |
1020 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class VI(Tensile strength, kN/m) |
- |
7170 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class VI(Trapezoidal tear strength, kN) |
- |
2520 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class VI(Maximum UV resistance (after 500 h exposure), percent) |
- |
47000 |
|
- |
| 6.2(Sampling) |
- |
0 |
|
- |
| 7(Packing) |
- |
0 |
|
- |
| 9.1(Identification) |
- |
4020 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class I(Mass per unit area, g/m2) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class I(Tensile strength, kN/m) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class I(Trapezoidal tear strength, kN) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class I(CBR puncture resistance, kN) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class I(Maximum UV resistance (after 500 h exposure), percent) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class II(Mass per unit area, g/m2) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class II(Tensile strength, kN/m) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class II(Trapezoidal tear strength, kN) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class II(CBR puncture resistance, kN) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class II(Maximum UV resistance (after 500 h exposure), percent) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class III(Mass per unit area, g/m2) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class III(Tensile strength, kN/m) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class III(Trapezoidal tear strength, kN) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class III(CBR puncture resistance, kN) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class III(Maximum UV resistance (after 500 h exposure), percent) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class IV(Mass per unit area, g/m2) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class IV(Tensile strength, kN/m) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class IV(Trapezoidal tear strength, kN) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class IV(CBR puncture resistance, kN) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class IV(Maximum UV resistance (after 500 h exposure), percent) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class V(Mass per unit area, g/m2) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class V(Tensile strength, kN/m) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class V(Trapezoidal tear strength, kN) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class V(CBR puncture resistance, kN) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class V(Maximum UV resistance (after 500 h exposure), percent) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class VI(Mass per unit area, g/m2) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class VI(Tensile strength, kN/m) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class VI(Trapezoidal tear strength, kN) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class VI(CBR puncture resistance, kN) |
- |
5420 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class VI(Maximum UV resistance (after 500 h exposure), percent) |
- |
0 |
|
- |
| 6.2(Sampling) |
- |
0 |
|
- |
| 7(Packing) |
- |
0 |
|
- |
| 9.1(Identification) |
- |
0 |
|
- |
|
- |
-
- |
| 10137 |
International Centre for Automotive Technology (Centre-2) - ICAT, Gurugram
| 8135535
| IS 15636 (2022) |
Automotive vehicles - Pneumatic tyres for commercial vehicles - Diagonal and radial ply |
13 to 24 inch |
69190 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 4.1(Tyre dimension- Section Width) |
- |
5500 |
|
Combined Test Charges for Cl. No.4.1.1 & 4.1.2 |
| 4.1(Tyre dimension- Outer diameter) |
- |
0 |
|
The clause will be tested in totality as Cl. No. 4.1. Hence separate charges are not available. |
| 4.2(Endurance test-Change in diameter) |
- |
54500 |
|
No Remarks |
| 4.3(Load & Speed test) |
- |
21000 |
|
No Remarks |
| 4.1.1(Tread wear Indicator) |
- |
4000 |
|
No Remarks |
| 4.5(Tyre strength (Plunger test)) |
- |
10000 |
|
No Remarks |
| 5(Marking) |
- |
0 |
|
Charges of this test is included under Dimension Test. |
| Cl. No. 4.2.5, Annex B, Table No. 29(Second Endurance Test) |
- |
54500 |
|
No Remarks |
| Cl. No. 5.1(a) to (m)(Markings) |
- |
0 |
|
Charges of this test is included under Dimension Test. |
| Cl. No. 5.2, Annex E,(Arrangement of Tyre Markings) |
- |
0 |
|
Charges of this test is included under Dimension Test. |
|
01 Mar, 2026 |
-
- |
| 10138 |
International Centre for Automotive Technology (Centre-2) - ICAT, Gurugram
| 8135535
| IS 15633 (2022) |
Automotive vehicles - pneumatic tyres for passenger car vehicles - diagonal and radial ply |
12 inch to 23 inch |
73616 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 4.1(Tyre dimension- Section Width) |
- |
4500 |
|
Complete Tyre dimensions test charges including Tyre Section Width & Outer diameter. |
| 4.1(Tyre dimension- Outer diameter) |
- |
0 |
|
No separate charges are available for this test as this test is a part of the Tyre Dimension Test |
| 4.2(Load & Speed test) |
- |
18500 |
|
No remarks |
| 4.3(Endurance test) |
- |
45000 |
|
No remarks |
| 4.4(Bead Unseating Resistance) |
- |
5500 |
|
No remarks |
| 4.5(Tread wear Indicator) |
- |
3500 |
|
No remarks |
| 4.6(Tyre strength (Plunger test)) |
- |
9000 |
|
No remarks |
| 5(Marking) |
- |
0 |
|
Charges of this test is included under Dimension Test. |
| Cl. No. 5.1 (a) to 5.1 (n)(Markings) |
- |
0 |
|
Charges of this test is included under Dimension Test. |
| Cl. No. 5.4, Annex H,(Arrangement of Tyre Markings) |
- |
0 |
|
Charges of this test is included under Dimension Test. |
|
01 Mar, 2026 |
-
- |
| 10139 |
International Centre for Automotive Technology (Centre-2) - ICAT, Gurugram
| 8135535
| IS 15627 (2022) |
Automotive Vehicles - Pneumatic Tyres for Two and Three - Wheeled Motor Vehicles - Specification First Revision |
8 inch to 21 inch |
72600 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl. No. 4.1.1.1, Annex D, Table No. 5(a), 5(b), 6(a), 6(b), 7 to 12(Tyre Dimension_Section Width of Tyre) |
- |
2500 |
|
Combined test charges for Section Width and outer diameter (Dimension Test) are INR 4500 |
| Cl. No. 4.1.1.2, Annex D, Table No. 5(a), 5(b), 6(a), 6(b), 7 to 12(Tyre Dimension_Outer Diameter of Tyre) |
- |
1999.99 |
|
Combined test charges for Section Width and outer diameter (Dimension Test) are INR 4500 |
| Cl. No. 4.2 & E-1.2, Annex E, Table No. 13(Load/Speed Performance Test) |
- |
19500 |
|
OK |
| Cl. No. 4.5, H-4 & E-1.2 Annex H, Table No. 18(Endurance Test) |
- |
44000 |
|
OK |
| Cl. No. 4.6,Annex-D(Tread Wear Indicators) |
- |
3500 |
|
OK |
| Cl. No. 4.3 & F-3.4, Annex F, Table No. 14(Dynamic Growth of Tyres) |
- |
7000 |
|
OK |
| Cl. No. 4.4, G-1, G-6.1 and G-6.3, Annex G, Table No.15 to 17(Tyre Strengtrh Test (Plunger Test)) |
- |
9000 |
|
OK |
| Cl. No. 5.2, Annex H, Table No. 19 & 20(Arrangement of Tyre Markings) |
- |
0 |
|
Combined test charges for Section Width and outer diameter (Dimension Test) are INR 4500 |
| Cl. No. 5.1(a) to 5.1 (u)(Markings) |
- |
0 |
|
Combined test charges for Section Width and outer diameter (Dimension Test) are INR 4500 |
|
01 Mar, 2026 |
-
- |
| 10140 |
International Centre for Automotive Technology (Centre-2) - ICAT, Gurugram
| 8135535
| IS 15627 (2005) |
Automotive vehicles - Pneumatic tyres i?or two and three - Wheeled motor vehicles - Specification |
8 inch to 21 inch |
72600 View breakup
Rs. 65600/- (Speed< 150 km/hr) &
Rs. 72600/- (Speed> 150km/hr)
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 4/4.3 Refer Annex F,Table 13(Dynamic Growth of~Tyres) |
- |
7000 |
|
OK |
| 4.5 refer Table 17 and Annex H(Endurance Test) |
- |
44000 |
|
OK |
| 4/4.2.1 /4.2.2/4.2.3,Annex E ,Table 12(Load/Speed Performance Test) |
- |
19500 |
|
OK |
| 4.6/4.6.1(Tread Wear Indicators) |
- |
3500 |
|
OK |
| 4/4.1.1.1- Refer Annex C Col 2 and Annex D(test method )(Tyre dimensions/Section width) |
- |
2500 |
|
Combined test charges for Section Width and Outer Diameter (Dimension Test) are INR 4500. |
| 4/4.1.1.2- Refer Annex C Col 2 and Annex D(test method )(Tyre outer diameter) |
- |
2000 |
|
Combined test charges for Section Width and Outer Diameter (Dimension Test) are INR 4500. |
| 4.4,Refer Table 14 to 16 and Annex G(Tyre Strength Test (Plunger Test)
) |
- |
9000 |
|
OK |
| 5, Annex J(Arrangement of tyre markings) |
- |
0 |
|
Combined test charges for Section Width, Outer Diameter (Dimension Test) and Markings are INR 4500. |
| 5(Markings) |
- |
0 |
|
Combined test charges for Section Width, Outer Diameter (Dimension Test) and Markings are INR 4500. |
|
01 Mar, 2026 |
-
- |
