| 10471 |
Vardhamana Testing Laboratory OPC Pvt. Ltd.
| 8178226
| IS 10322 : Part 5 : Sec 1 (2012) |
Luminaires: Part 5 particular requirements: Sec 1 fixed general purpose luminaires (First Revision) |
- |
40000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 6.0(Marking) |
- |
1000 |
|
- |
| 7.0(Construction) |
- |
3000 |
|
- |
| 8.0(Creepage Distance and Clearances) |
- |
2000 |
|
- |
| 9.0(Provision for earthing) |
- |
1000 |
|
- |
| 10.0(Terminals) |
- |
1000 |
|
- |
| 11.0(External & Internal Wiring) |
- |
1000 |
|
- |
| 12.0(Protection against electric shock) |
- |
1000 |
|
- |
| 13.0(Endurance Tests and Thermal Tests) |
- |
8000 |
|
- |
| 14.0(Resistance to Dust & Moisture) |
- |
5000 |
|
- |
| 15.0(Insulation Resistance and Electric Strength) |
- |
4000 |
|
- |
| 16.0(Resistance to Heat , fire and tracking) |
- |
6000 |
|
- |
| 17.0(Photometric Test) |
- |
7000 |
|
- |
| 4(General Test Requireements) |
- |
1000 |
|
- |
| 5(Classification of Luminaires') |
- |
1000 |
|
- |
|
29 Apr, 2027 |
- Exclusion: Cl.7.0 (Construction/ UV radiation) |
| 10472 |
ABSOLUTE TESTING SERVICES, FARIDABAD
| 8174526
| IS 302 : Part 2 : Sec 15 (2009) |
Safety of household and similar electrical appliances: Part 2 particular requirements: Sec 15 appliances for heating liquids (First Revision) |
- |
19200 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 6.0(Classification) |
- |
3500 |
|
- |
| 7(Marking and instructions) |
- |
3500 |
|
- |
| 8(Protection against live parts) |
- |
3500 |
|
- |
| 10(POWER INPUT AND CURRENT) |
- |
3500 |
|
- |
| 11(HEATING) |
- |
3500 |
|
- |
| 13(LEAKAGE CURRENT AND ELECTRIC STRENGTH AT OPERATING TEMPERATURE) |
- |
3500 |
|
- |
| 14(TRANSIENT OVERVOLTAGES) |
- |
3500 |
|
- |
| 15(MOISTURE RESISTANCE) |
- |
3500 |
|
- |
| 16(LEAKAGE CURRENT AND ELECTRIC STRENGTH) |
- |
3500 |
|
- |
| 19(ABNORMAL OPERATION) |
- |
3500 |
|
- |
| 20(STABILITY AND MECHANICAL HAZARDS) |
- |
3500 |
|
- |
| 21(MECHANICAL STRENGTH) |
- |
3500 |
|
- |
| 22(CONSTRUCTION) |
- |
3500 |
|
- |
| 23(INTERNAL WIRING) |
- |
3500 |
|
- |
| 24(COMPONENTS) |
- |
3500 |
|
- |
| 25(SUPPLY CONNECTION AND EXTERNAL FLEXIBLE CORDS) |
- |
3500 |
|
- |
| 26(TERMINALS FOR EXTERNAL CONDUCTORS) |
- |
3500 |
|
- |
| 27(PROVISION FOR EARTHING) |
- |
3500 |
|
- |
| 28(SCREWS AND CONNECTIONS) |
- |
3500 |
|
- |
| 29(CLEARANCES, CREEPAGE DISTANCES AND SOLID INSULATION) |
- |
3500 |
|
- |
| 30(RESISTANCE TO HEAT AND FIRE) |
- |
3500 |
|
- |
| 31(RESISTANCE TO RUSTING) |
- |
3500 |
|
- |
| 32(RADIATION, TOXICITY AND SIMILAR HAZARDS) |
- |
3500 |
|
- |
| 17(OVERLOAD PROTECTION OF TRANSFORMERS AND ASSOCIATED CIRCUITS) |
- |
2500 |
|
- |
|
13 Nov, 2026 |
- - |
| 10473 |
CIPET, Hyderabad
| 6111634
| IS 16703 (2017) |
Textiles - High density polyethylene (HDPE) polypropylene (PP) woven sacks for packaging of 25 kg polymer materials - Specification |
High density polyethylene (HDPE) polypropylene (PP) wo |
18580 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 5.1(Mass of Bale) |
- |
250 |
|
- |
| 5.2 Table 1(Dimensions) |
- |
250 |
|
- |
| 5.2 Table 1(Mass of sack, Gusseted type, g - IS 1964) |
- |
250 |
|
- |
| 5.2 Table 1(Ends per dm) |
- |
250 |
|
- |
| 5.2 Table 1(Picks per dm) |
- |
250 |
|
- |
| 5.2 Table 1(Average breaking strength of fabric [Ravelled strip
method, 325 mm × 70mm1)] Min, N) (kgf): - IS 1969 (Part 1)) |
- |
2200 |
|
- |
| 5.2 Table 1(Breaking strength of bottom seam (Ravelled strip
method), Min, N) (kgf) - IS 9030) |
- |
1100 |
|
- |
| 5.2 Table 1(Drop impact strength) |
- |
1100 |
|
- |
| (Clauses 4.2, 5.1, 5.2, 5.3 and 5.4) Table 1 (Ash Content ,a) For UV stabilized sacks) |
- |
950 |
|
- |
|
23 Feb, 2027 |
- Including w.e.f. 28.10.2024 |
| 10474 |
Stellar Test House, Noida
| 8171606
| IS 2185 : Part 1 (2005) |
Concrete masonry units - Specification: Part 1 hollow and solid concrete blocks (Third Revision) |
- |
15000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 9.2 & 4.2(PHYSICAL REQUIREMENTS-Nominal Dimensions 1.Length 2.Hight 3. Width) |
- |
1000 |
|
- |
| 9.2 & 4.2.3(Nominal Dimensions-variation in the length of units ) |
- |
0 |
|
- |
| 9.2 & 4.2.3(Nominal Dimensions -variation in height and width of units ) |
- |
1000 |
|
- |
| 9.2 & 4.2.4, Table-1(Nominal Dimensions-thickness of
the face shell) |
- |
0 |
|
- |
| 9.2 & 4.2.4, Table-1(Nominal Dimensions-thickness of
the Web shell) |
- |
1000 |
|
- |
| 9.3 & 5.1 & 5.2 Table 2(PHYSICAL REQUIREMENTS-Blocks Density - 1.Hollow (Open and Closed Cavity) Concrete Block- Grade Aor Grade B 2.Solid Concrete Block — Grade C) |
- |
1000 |
|
- |
| 9.4- Table 2(PHYSICAL REQUIREMENTS - Compressive Strength 1.Minimum Average Compressive Strength of Units 2.Minimum Average Compressive Strength of Individual Unit) |
- |
5000 |
|
- |
| 9.5(PHYSICAL REQUIREMENTS -Water Absorption) |
- |
1500 |
|
- |
| 9.6(PHYSICAL REQUIREMENTS -Drying Shrinkage) |
- |
2500 |
|
- |
| 9.7(PHYSICAL REQUIREMENTS -Moisture Movement) |
- |
2000 |
|
- |
| 15(Marking) |
- |
0 |
|
- |
| 9.2 & 4.2(PHYSICAL REQUIREMENTS-Nominal Dimensions 1.Length 2.Hight 3. Width) |
- |
0 |
|
- |
| 9.2 & 4.2.3(Nominal Dimensions-variation in the length of units ) |
- |
0 |
|
- |
| 9.2 & 4.2.3(Nominal Dimensions -variation in height and width of units ) |
- |
0 |
|
- |
| 9.2 & 4.2.4, Table-1(Nominal Dimensions-thickness of
the face shell) |
- |
0 |
|
- |
| 9.2 & 4.2.4, Table-1(Nominal Dimensions-thickness of
the Web shell) |
- |
0 |
|
- |
| 9.3 & 5.1 & 5.2 Table 2(PHYSICAL REQUIREMENTS-Blocks Density - 1.Hollow (Open and Closed Cavity) Concrete Block- Grade Aor Grade B 2.Solid Concrete Block — Grade C) |
- |
0 |
|
- |
| 9.4- Table 2(PHYSICAL REQUIREMENTS - Compressive Strength 1.Minimum Average Compressive Strength of Units 2.Minimum Average Compressive Strength of Individual Unit) |
- |
0 |
|
- |
| 9.5(PHYSICAL REQUIREMENTS -Water Absorption) |
- |
0 |
|
- |
| 9.6(PHYSICAL REQUIREMENTS -Drying Shrinkage) |
- |
0 |
|
- |
| 9.7(PHYSICAL REQUIREMENTS -Moisture Movement) |
- |
0 |
|
- |
| 15(Marking) |
- |
0 |
|
- |
| 9.2 & 4.2(PHYSICAL REQUIREMENTS-Nominal Dimensions 1.Length 2.Hight 3. Width) |
- |
0 |
|
- |
| 9.2 & 4.2.3(Nominal Dimensions-variation in the length of units ) |
- |
0 |
|
- |
| 9.2 & 4.2.3(Nominal Dimensions -variation in height and width of units ) |
- |
0 |
|
- |
| 9.2 & 4.2.4, Table-1(Nominal Dimensions-thickness of
the face shell) |
- |
0 |
|
- |
| 9.2 & 4.2.4, Table-1(Nominal Dimensions-thickness of
the Web shell) |
- |
0 |
|
- |
| 9.3 & 5.1 & 5.2 Table 2(PHYSICAL REQUIREMENTS-Blocks Density - 1.Hollow (Open and Closed Cavity) Concrete Block- Grade Aor Grade B 2.Solid Concrete Block — Grade C) |
- |
0 |
|
- |
| 9.4- Table 2(PHYSICAL REQUIREMENTS - Compressive Strength 1.Minimum Average Compressive Strength of Units 2.Minimum Average Compressive Strength of Individual Unit) |
- |
0 |
|
- |
| 9.5(PHYSICAL REQUIREMENTS -Water Absorption) |
- |
0 |
|
- |
| 9.6(PHYSICAL REQUIREMENTS -Drying Shrinkage) |
- |
0 |
|
- |
| 9.7(PHYSICAL REQUIREMENTS -Moisture Movement) |
- |
0 |
|
- |
| 15(Marking) |
- |
0 |
|
- |
|
26 Sep, 2028 |
- Included w.e.f. 28.03.2024 |
| 10475 |
INDIAN TESTING LABORATORY PRIVATE LIMITED, GREATER NOIDA
| 8171306
| IS 14333 (2022) |
Polyethylene Pipes for Sewerage and Industrial Chemicals and Effluent � Specification (First Revision) |
PE63,PE80,PE100 |
27500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 5.2.1,T2("Base Density
(At 27°C Temp.)-IS 7328:2020 ") |
- |
750 |
|
- |
| 5.2.1,T2(Melt Flow Rate (At 190°C /5kg)-IS 2530:1963) |
- |
1200 |
|
- |
| 5.2.1,T2(Thermal Stability(Oxidation Induction Time)-IS 4984:2016(Annexure-B)) |
- |
2500 |
|
- |
| 5.2.1,T2("Volatile Matter- IS 4984:2016
(Annexure-C)") |
- |
1000 |
|
- |
| 5.2.1,T2("Water Content-IS 4984:2016
(Annexure-D)") |
- |
1000 |
|
- |
| 5.2.1.1, T2(Compound Density-IS 7328:2020) |
- |
750 |
|
- |
| 5.2.1.1, T2("Compound carbon black -IS 2530:1963
content") |
- |
1200 |
|
- |
| 5.2.1.1, T2(Compound Toluene extract - Any Method) |
- |
1000 |
|
- |
| 5.2.1.1, T2(Compound maximum volatile matter -IS 4984:2016 (Annexure-C)) |
- |
1000 |
|
- |
| 5.2.1.1, T2(Compound carbon black particle size- Any Method) |
- |
1200 |
|
- |
| 5.2.1.1, T2(Compound ash content - Any Method) |
- |
1200 |
|
- |
| 5.2.1.1, T2("Compound carbon black -IS 2530:1963
dispersion") |
- |
1200 |
|
- |
| 5.3(Density of Higher olefin - IS 7328:2020) |
- |
750 |
|
- |
| 5.3(Olefin Constituents- 14333-2022) |
- |
1000 |
|
- |
| 5.3(Loading of Carbon Black - IS 2530:1963) |
- |
1200 |
|
- |
| 5.3(Ash content- Any Method) |
- |
1200 |
|
- |
| 5.3(Toluene extract - Any Method) |
- |
1000 |
|
- |
| 5.3("Maximum volatile matter -IS 4984:2016
(Annexure-C)") |
- |
1000 |
|
- |
| 5.3(Carbon black particle size - Any Method) |
- |
750 |
|
- |
| 6(Pipe Description - IS 14333-2022) |
- |
100 |
|
- |
| 6.2(Colour- IS 14333-2022) |
- |
250 |
|
- |
| 7.1(Visual Appearance- IS 14333-2022) |
- |
250 |
|
- |
| 7.2(Length- IS 14333-2022) |
- |
100 |
|
- |
| 7.4,T3 of IS 4984(Outside Diameter-IS 4984-2016) |
- |
100 |
|
- |
| 7.4,T4 of IS 4984(wall Thickness-IS 4984-2016) |
- |
100 |
|
- |
| 7.4,T3 of IS 4984(Ovality-IS 4984-2016) |
- |
100 |
|
- |
| 8.1.1, T4(Internal Pressure creep Rupture test, Temperature - 27 oC , Test Period - 100 hrs.-IS 4984-2016 (Annexure-E)) |
- |
1500 |
|
- |
| 8.1.1, T4(Internal Pressure creep Rupture test, Temperature - 80 oC , Test Period - 48 hrs.-IS 4984-2016 (Annexure-E)) |
- |
2500 |
|
- |
| 8.1.1, T4(Internal Pressure creep Rupture test, Temperature - 80 oC , Test Period - 165 hrs.-IS 4984-2016 (Annexure-E)) |
- |
2500 |
|
- |
| 8.1.1, T4(Internal Pressure creep Rupture test, Temperature - 80 oC , Test Period - 1000 hrs.-IS 4984-2016 (Annexure-E)) |
- |
7500 |
|
- |
| 8.1.2, T4(Internal Pressure creep Rupture test, Temperature - 80 oC , Test Period - 48 hrs.-IS 4984-2016 (Annexure-E)) |
- |
2500 |
|
- |
| 8.2("Longitudinal Reversion Test - IS 4984-2016
(Annexure-F)") |
- |
1200 |
|
- |
| 8.3(Carbon black content- IS 2530-1963) |
- |
1200 |
|
- |
| 8.3(Carbon black content Dispersion- IS 2530-1963) |
- |
1000 |
|
- |
| 8.4(Melt Flow rate(Temperature - 190oC,Mass 5kg)-IS 2530-1963) |
- |
1200 |
|
- |
| 8.5(Oxidation Induction Time -IS 4984:2016(Annexure-B)) |
- |
2500 |
|
- |
| 8.6(Density-IS 7328:2020) |
- |
750 |
|
- |
| 8.7("Tensile Strength for Butt Fusion - IS 4984-2016
(Annexure-G)") |
- |
1200 |
|
- |
| 8.8,T5("Elongation -IS 4984-2016
(Annexure-H)") |
- |
1000 |
|
- |
| 8.9(Slow Crack Growth Rate{Internal Pressure creep Rupture test, Temperature - 80±1 oC , Test Pressure – 0.80MPa, Test Period - 500 hrs.-IS 4984-2016 (Annexure-E &J)) |
- |
3500 |
|
- |
| 5.2.1,T2("Base Density
(At 27°C Temp.)-IS 7328:2020 ") |
- |
- |
|
- |
| 5.2.1,T2(Melt Flow Rate (At 190°C /5kg)-IS 2530:1963) |
- |
- |
|
- |
| 5.2.1,T2(Thermal Stability(Oxidation Induction Time)-IS 4984:2016(Annexure-B)) |
- |
- |
|
- |
| 5.2.1,T2("Volatile Matter- IS 4984:2016
(Annexure-C)") |
- |
- |
|
- |
| 5.2.1,T2("Water Content-IS 4984:2016
(Annexure-D)") |
- |
- |
|
- |
| 5.2.1.1, T2(Compound Density-IS 7328:2020) |
- |
- |
|
- |
| 5.2.1.1, T2("Compound carbon black -IS 2530:1963
content") |
- |
- |
|
- |
| 5.2.1.1, T2(Compound Toluene extract - Any Method) |
- |
- |
|
- |
| 5.2.1.1, T2(Compound maximum volatile matter -IS 4984:2016 (Annexure-C)) |
- |
- |
|
- |
| 5.2.1.1, T2(Compound carbon black particle size- Any Method) |
- |
- |
|
- |
| 5.2.1.1, T2(Compound ash content - Any Method) |
- |
- |
|
- |
| 5.2.1.1, T2("Compound carbon black -IS 2530:1963
dispersion") |
- |
- |
|
- |
| 5.3(Density of Higher olefin - IS 7328:2020) |
- |
- |
|
- |
| 5.3(Olefin Constituents- 14333-2022) |
- |
- |
|
- |
| 5.3(Loading of Carbon Black - IS 2530:1963) |
- |
- |
|
- |
| 5.3(Ash content- Any Method) |
- |
- |
|
- |
| 5.3(Toluene extract - Any Method) |
- |
- |
|
- |
| 5.3("Maximum volatile matter -IS 4984:2016
(Annexure-C)") |
- |
- |
|
- |
| 5.3(Carbon black particle size - Any Method) |
- |
- |
|
- |
| 6(Pipe Description - IS 14333-2022) |
- |
- |
|
- |
| 6.2(Colour- IS 14333-2022) |
- |
- |
|
- |
| 7.1(Visual Appearance- IS 14333-2022) |
- |
- |
|
- |
| 7.2(Length- IS 14333-2022) |
- |
- |
|
- |
| 7.4,T3 of IS 4984(Outside Diameter-IS 4984-2016) |
- |
- |
|
- |
| 7.4,T4 of IS 4984(wall Thickness-IS 4984-2016) |
- |
- |
|
- |
| 7.4,T3 of IS 4984(Ovality-IS 4984-2016) |
- |
- |
|
- |
| 8.1.1, T4(Internal Pressure creep Rupture test, Temperature - 27 oC , Test Period - 100 hrs.-IS 4984-2016 (Annexure-E)) |
- |
- |
|
- |
| 8.1.1, T4(Internal Pressure creep Rupture test, Temperature - 80 oC , Test Period - 48 hrs.-IS 4984-2016 (Annexure-E)) |
- |
- |
|
- |
| 8.1.1, T4(Internal Pressure creep Rupture test, Temperature - 80 oC , Test Period - 165 hrs.-IS 4984-2016 (Annexure-E)) |
- |
- |
|
- |
| 8.1.1, T4(Internal Pressure creep Rupture test, Temperature - 80 oC , Test Period - 1000 hrs.-IS 4984-2016 (Annexure-E)) |
- |
- |
|
- |
| 8.1.2, T4(Internal Pressure creep Rupture test, Temperature - 80 oC , Test Period - 48 hrs.-IS 4984-2016 (Annexure-E)) |
- |
- |
|
- |
| 8.2("Longitudinal Reversion Test - IS 4984-2016
(Annexure-F)") |
- |
- |
|
- |
| 8.3(Carbon black content- IS 2530-1963) |
- |
- |
|
- |
| 8.3(Carbon black content Dispersion- IS 2530-1963) |
- |
- |
|
- |
| 8.4(Melt Flow rate(Temperature - 190oC,Mass 5kg)-IS 2530-1963) |
- |
- |
|
- |
| 8.5(Oxidation Induction Time -IS 4984:2016(Annexure-B)) |
- |
- |
|
- |
| 8.6(Density-IS 7328:2020) |
- |
- |
|
- |
| 8.7("Tensile Strength for Butt Fusion - IS 4984-2016
(Annexure-G)") |
- |
- |
|
- |
| 8.8,T5("Elongation -IS 4984-2016
(Annexure-H)") |
- |
- |
|
- |
| 8.9(Slow Crack Growth Rate{Internal Pressure creep Rupture test, Temperature - 80±1 oC , Test Pressure – 0.80MPa, Test Period - 500 hrs.-IS 4984-2016 (Annexure-E &J)) |
- |
- |
|
- |
|
15 Aug, 2028 |
- Revised Version of IS 14333:2022. Included w.e.f. 07.03.2023 |
| 10476 |
CAHS,TANUVAS, CHENNAI
| 6168114
| IS 1664 (2002) |
Mineral mixtures for supplementing cattle feeds - Specification (Fourth Revision) |
- |
1400 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 6.2(Bacillus anthracis) |
- |
1400 |
|
- |
|
- |
- - |
| 10477 |
Vardhamana Testing Laboratory OPC Pvt. Ltd.
| 8178226
| IS 10322 : Part 5 : Sec 5 (2013) |
Luminaires: Part 5 particular requirements: Sec 5 floodlights (First Revision) |
- |
40000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 7.0(Construction) |
- |
3000 |
|
- |
| 6.0(Marking) |
- |
1000 |
|
- |
| 8.0(Creepage Distance and Clearances) |
- |
2000 |
|
- |
| 9.0(Provision for earthing) |
- |
1000 |
|
- |
| 12.0(Protection against electric shock) |
- |
1000 |
|
- |
| 13.0(Endurance Tests and Thermal Tests) |
- |
8000 |
|
- |
| 14.0(Resistance to Dust & Moisture) |
- |
5000 |
|
- |
| 15.0(Insulation Resistance and Electric Strength) |
- |
4000 |
|
- |
| 16.0(Resistance to Heat , fire and tracking) |
- |
6000 |
|
- |
| 17.0(Photometric Test) |
- |
7000 |
|
- |
| 4(General Test Requireements) |
- |
1000 |
|
- |
| 5(Classification of Luminaires') |
- |
1000 |
|
- |
| 10.0(Terminals) |
- |
1000 |
|
- |
| 11.0(External & Internal Wiring) |
- |
1000 |
|
- |
|
29 Apr, 2027 |
- - |
| 10478 |
Vardhamana Testing Laboratory OPC Pvt. Ltd.
| 8178226
| IS 10322 : PART 5 : SEC 3 (2012) |
Luminaires: Part 5 particular requirements: Sec 3 luminaires for road and street lighting (First Revision) |
- |
40000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 7.0(Construction) |
- |
3000 |
|
- |
| 8.0(Creepage Distance and Clearances) |
- |
2000 |
|
- |
| 9.0(Provision for earthing) |
- |
1000 |
|
- |
| 10.0(Terminals) |
- |
1000 |
|
- |
| 11.0(External & Internal Wiring) |
- |
1000 |
|
- |
| 12.0(Protection against electric shock) |
- |
1000 |
|
- |
| 13.0(Endurance Tests and Thermal Tests) |
- |
8000 |
|
- |
| 14.0(Resistance to Dust & Moisture) |
- |
5000 |
|
- |
| 15.0(Insulation Resistance and Electric Strength) |
- |
4000 |
|
- |
| 16.0(Resistance to Heat , fire and tracking) |
- |
6000 |
|
- |
| 17.0(Photometric Test) |
- |
7000 |
|
- |
| 6.0(Marking) |
- |
1000 |
|
- |
| 5(Classification of Luminaires') |
- |
1000 |
|
- |
| 4(General Test Requireements) |
- |
1000 |
|
- |
|
29 Apr, 2027 |
- - |
| 10479 |
CIPET, Hyderabad
| 6111634
| IS 17216 (2019) |
Polyethylene Mulch Films for Agriculture and Horticulture • Specification |
Polyethylene Mulch Films for Agriculture |
17950.00 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 5.1.1(Density) |
- |
500 |
|
- |
| 5.1.2(Melt Flow Index) |
- |
1100 |
|
- |
| 5.1.4(Carbon black, Density) |
- |
925 |
|
- |
| 5.1.4(Carbon black, Toluene extract) |
- |
925 |
|
- |
| 5.1.4(Carbon black, Volatile matter) |
- |
925 |
|
- |
| 5.1.4(Carbon black, particle size) |
- |
925 |
|
- |
| 5.1.4(Carbon black, Tint strength) |
- |
925 |
|
- |
| 5.2.1(Visual Appearance) |
- |
300 |
|
- |
| 5.2.4(Odour) |
- |
250 |
|
- |
| 5.3.1.1(Tolerance on thickness) |
- |
250 |
|
- |
| 5.3.1.2(Tolerance on width) |
- |
250 |
|
- |
| 5.3.2(Impact Strength) |
- |
1100 |
|
- |
| 5.3.2, Table 1(Nominal Film Thickness) |
- |
250 |
|
- |
| 5.3.2, Table 1(Impact Failure Mass) |
- |
1100 |
|
- |
| 5.3.3(Tensile Strength at Break) |
- |
2200 |
|
- |
| 5.3.4(Elongation at Break) |
- |
2200 |
|
- |
| 5.3.5(Coefficient of Friction) |
- |
850 |
|
- |
| 5.3.6(Elmendorf Tear Strength) |
- |
2200 |
|
- |
| 5.3.7(Opacity) |
- |
575 |
|
- |
| 5.4, Table 2(Carbon black, percent) |
- |
925 |
|
- |
| 5.4, Table 2(Ash content, percent) |
- |
950 |
|
- |
| 5.4, Table 2(Carbon black dispersion) |
- |
700 |
|
- |
| 5.5(Service Life) |
- |
75860 |
|
- |
|
23 Feb, 2027 |
- Including w.e.f. 28.10.2024 |
| 10480 |
CIPET, Hyderabad
| 6111634
| IS 16190 (2014) |
Agro textiles - High density polyethylene (HDPE) laminated woven lay flat tube for irrigation purpose - Specification |
HDPE laminated woven lay flat tube for irrigation |
114531 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 6.
Table 2 v)
IS 14714
(Abrasion resistance :
Loss in breaking strength shall not be more than 15 percent) |
- |
875 |
|
- |
| 6.
Table 2 ix) a)
IS 7016(Part 8)
(Oven method)
(Accelerated ageing test for 72 h
at 70 ± 1°C:
Loss in breaking strength shall not be more than 15 percent
Wrap) |
- |
1800 |
|
- |
| 6.
Table 2 ix) b)
IS 7016(Part 8)
(Oven method)
(Accelerated ageing test for 72 h
at 70 ± 1°C:
Loss in breaking strength shall not be more than 1 5 percent
Weft) |
- |
1800 |
|
- |
| 6.
Table 2 iii)
IS 1969 (Part 1)
( Elongation at break) |
- |
1100 |
|
- |
| 6.5( Length :
Unless specified otherwise, the standard length shall be 30 m. A tolerance of +5 percent shall be permitted on the length prescribed for the lay flat tube by the
purchaser. No negative tolerance shall be permitted) |
- |
250 |
|
- |
| 5,5.3
Table 1.(MANUFACTURE
The laminated HDPE woven fabric is to be formed in to lay flat tube of the required inside diameter using a heat sealing process keeping the minimum overlap
as specified in Table 1.) |
- |
250 |
|
- |
| 6.
Table 2 vi) a)
IS 14293
( Trapezoid tear strength:
Wrap) |
- |
1100 |
|
- |
| 6.
Table 2 vi) b)
IS 14293
( Trapezoid tear strength :
Weft) |
- |
1100 |
|
- |
| 6.
Table 2 i)
IS 1964
(Mass) |
- |
250 |
|
- |
| 6.
Table 2 vii)
Annex C
(Puncture strength) |
- |
1100 |
|
- |
| 6.
Table 2 iv) b)
Annex B(Retention of breaking strength after
UV exposure of 500 h :
weft
85 percent of original actual value (fabric)) |
- |
1100 |
|
- |
| 6.
Table 2 ii) b)
IS 1969 (Part 1)
( Breaking strength before UV exposure :
Weft) |
- |
1100 |
|
- |
| 6.
Table 2 iv) a)
Annex B(Retention of breaking strength after
UV exposure of 500 h :
Wrap
85 percent of original actual value (fabric)) |
- |
1100 |
|
- |
| 6.
Table 2 ii) a)
IS 1969 (Part 1)
( Breaking strength before UV exposure :
Wrap) |
- |
1100 |
|
- |
| 4,4.1
IS 6192( MATERIALS
HDPE Tapes) |
- |
500 |
|
- |
| 4.2
IS 6899(MATERIALS
HDPE Fabric) |
- |
250 |
|
- |
| 6.
Table 2 viii)
Annex D
( Environmental stress cracking test :
) |
- |
1200 |
|
- |
| 6.
Table 2 x)
Annex E
(Cold cracking resistance test at –5°C) |
- |
1100 |
|
- |
| 6.1
Table 1(Internal Diameter :
The inside diameter of the lay flat tube shall be as given in Table 1. The internal diameter of the lay flat tube shall be measured by a suitable conical plug gauge and
shall conform to the tolerance specified in Table 1) |
- |
250 |
|
- |
| 6.2(Workmanship) |
- |
300 |
|
- |
| 6.3,6.3.1(Hydrostatic Burst Pressure Test) |
- |
1000 |
|
- |
| 6.4 , 6.4.1(Proof Pressure Tes) |
- |
1000 |
|
- |
| 6.6(Kink Test :) |
- |
1100 |
|
- |
| 6.7
IS 1969 (Part 1)(Welded Seam Strength Before UV
Exposure :
When a sample of fabric with seam cut from the lay
flat tube is tested for welded seam strength as per the
method specified in IS 1969 (Part 1), welded seam
strength before UV exposure shall be not less than the
80 percent of the original actual fabric strength) |
- |
1100 |
|
- |
| 6.8
Annex B and
IS 1969 (Part 1)(Welded Seam Strength After UV Exposure:
When a sample of fabric with seam cut from the lay
flat tube is tested for welded seam strength as per the
method specified in Annex B and IS 1969 (Part 1), the
loss in welded seam strength after UV exposure shall
be not more than 15 percent) |
- |
1100 |
|
- |
|
23 Feb, 2027 |
- Including w.e.f. 28.10.2024 |
| 10481 |
CIPET, Hyderabad
| 6111634
| IS 17358 : Part 1 (2020) |
Agro textiles “ Fencing nets for agriculture and horticulture purposes “ Specification Part 1 Fencing nets made from extruded polymer mesh |
Fencing nets made from extruded polymer mesh |
17948 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 4, table 1,2,3(MATERIALS) |
- |
5700 |
|
- |
| 5.2(Colour) |
- |
250 |
|
- |
| (ii)(Mesh Size, Traverse Direction) |
- |
250 |
|
- |
| (iii)(Mesh Size, Cross Direction) |
- |
250 |
|
- |
| (vi)(Length) |
- |
250 |
|
- |
| (vi)(Width) |
- |
250 |
|
- |
| (vii) a(Tensile Strength before UV exposure, Machine Direction) |
- |
1100 |
|
- |
| (ix) a(Tensile Strength after UV exposure, Machine Direction) |
- |
1100 |
|
- |
| (vii) b(Tensile Strength before UV exposure, Traverse Direction) |
- |
1100 |
|
- |
| (ix) b(Tensile Strength after UV exposure, Traverse Direction) |
- |
1100 |
|
- |
| (viii) a(Elongation before UV exposure, Machine Direction) |
- |
1100 |
|
- |
| (viii) b(Elongation before UV exposure, Traverse Direction) |
- |
1100 |
|
- |
|
23 Feb, 2027 |
- Including w.e.f. 28.10.2024 |
| 10482 |
ABSOLUTE TESTING SERVICES, FARIDABAD
| 8174526
| IS 302 : Part 2 : Sec 14 (2009) |
Safety of household and similar electrical appliances: Part 2 particular requirements: Sec 14 electric kitchen machines (First Revision) |
- |
18125 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 6(Classification- IS 302-1 ) |
- |
3500 |
|
- |
| 6(Classification- IS 302-1) |
- |
3500 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
3500 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
3500 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
3500 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
3500 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
3500 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
3500 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
3500 |
|
- |
| 7.3(Marking- IS 302-1) |
- |
3500 |
|
- |
| 7.4(Marking- IS 302-1) |
- |
3500 |
|
- |
| 7.6(Marking- IS 302-1) |
- |
3500 |
|
- |
| 7.7(Marking- IS 302-1) |
- |
3500 |
|
- |
| 7.8(Marking- IS 302-1) |
- |
3500 |
|
- |
| 7.11(Marking- IS 302-1) |
- |
3500 |
|
- |
| 7.12(Marking- IS 302-1) |
- |
3500 |
|
- |
| 7.13(Marking- IS 302-1) |
- |
3500 |
|
- |
| 7.14(Marking- IS 302-1) |
- |
3500 |
|
- |
| 7.15(Marking- IS 302-1) |
- |
3500 |
|
- |
| 7.101(Marking) |
- |
3500 |
|
- |
| 8( Protection Against Electric Shock, IS 302-1) |
- |
3500 |
|
- |
| 10(Power Input and Current, IS 302-1) |
- |
3500 |
|
- |
| 11(Heating, IS 302-1) |
- |
3500 |
|
- |
| 11(Heating, IS 302-1) |
- |
3500 |
|
- |
| 11(Heating, IS 302-1) |
- |
3500 |
|
- |
| 11(Heating, IS 302-1) |
- |
3500 |
|
- |
| 11(Heating, IS 302-1) |
- |
3500 |
|
- |
| 13(Electrical Insulation and Leakage Current at Operating Temperature: Leakage current, IS 302-1) |
- |
3500 |
|
- |
| 13(Electrical Insulation and Leakage Current at Operating Temperature: High Voltage, IS 302-1) |
- |
3500 |
|
- |
| 14(Transient Over Voltages, IS 302-1) |
- |
3500 |
|
- |
| 15.1(Moisture Resistance, IS 302-1) |
- |
3500 |
|
- |
| 15.2(Moisture Resistance, IS 302-1) |
- |
3500 |
|
- |
| 15(Moisture Resistance, IS 302-1) |
- |
3500 |
|
- |
| 16(Electrical Insulation and Leakage Current at Operating Temperature: Leakage current, IS 302-1) |
- |
3500 |
|
- |
| 19.7(Abnormal Operation, IS 302-1) |
- |
3500 |
|
- |
| 19.8(Abnormal Operation, IS 302-1) |
- |
3500 |
|
- |
| 19.9(Abnormal Operation, IS 302-1) |
- |
3500 |
|
- |
| 19.1(Abnormal Operation, IS 302-1) |
- |
3500 |
|
- |
| 19.101(Abnormal Operation) |
- |
3500 |
|
- |
| 19.102(Abnormal Operation) |
- |
3500 |
|
- |
| 20.1(Stability & Mechanical Hazards, IS 302-1) |
- |
3500 |
|
- |
| 20.2(Stability & Mechanical Hazards, IS 302-1) |
- |
3500 |
|
- |
| 20.101(Stability & Mechanical Hazards) |
- |
3500 |
|
- |
| 20.102(Stability & Mechanical Hazards) |
- |
3500 |
|
- |
| 20.103(Stability & Mechanical Hazards) |
- |
3500 |
|
- |
| 20.104(Stability & Mechanical Hazards) |
- |
3500 |
|
- |
| 20.105(Stability & Mechanical Hazards) |
- |
3500 |
|
- |
| 20.106(Stability & Mechanical Hazards) |
- |
3500 |
|
- |
| 20.107(Stability & Mechanical Hazards) |
- |
3500 |
|
- |
| 20.108(Stability & Mechanical Hazards) |
- |
3500 |
|
- |
| 20.109(Stability & Mechanical Hazards) |
- |
3500 |
|
- |
| 20.110(Stability & Mechanical Hazards) |
- |
3500 |
|
- |
| 20.111(Stability & Mechanical Hazards) |
- |
3500 |
|
- |
| 20.112(Stability & Mechanical Hazards) |
- |
3500 |
|
- |
| 20.113(Stability & Mechanical Hazards) |
- |
3500 |
|
- |
| 20.114(Stability & Mechanical Hazards) |
- |
3500 |
|
- |
| 20.115(Stability & Mechanical Hazards) |
- |
3500 |
|
- |
| 20.116(Stability & Mechanical Hazards) |
- |
3500 |
|
- |
| 21.1(Mechanical Strength, IS 302-1) |
- |
3500 |
|
- |
| 21.2(Mechanical Strength, IS 302-1) |
- |
3500 |
|
- |
| 22(Construction, IS 302-1) |
- |
3500 |
|
- |
| 22.101(Construction) |
- |
3500 |
|
- |
| 22.102(Construction) |
- |
3500 |
|
- |
| 23.1(Internal Wiring, IS 302-1) |
- |
3500 |
|
- |
| 23.2(Internal Wiring, IS 302-1) |
- |
3500 |
|
- |
| 23.3(Internal Wiring, IS 302-1) |
- |
3500 |
|
- |
| 23.4(Internal Wiring, IS 302-1) |
- |
3500 |
|
- |
| 23.5(Internal Wiring, IS 302-1) |
- |
3500 |
|
- |
| 23.6(Internal Wiring, IS 302-1) |
- |
3500 |
|
- |
| 23.7(Internal Wiring, IS 302-1) |
- |
3500 |
|
- |
| 23.8(Internal Wiring, IS 302-1) |
- |
3500 |
|
- |
| 23.9(Internal Wiring, IS 302-1) |
- |
3500 |
|
- |
| 23.10(Internal Wiring, IS 302-1) |
- |
3500 |
|
- |
| 24.1(Components, IS 302-1) |
- |
3500 |
|
- |
| 24.2(Components, IS 302-1) |
- |
3500 |
|
- |
| 24.5(Components, IS 302-1) |
- |
3500 |
|
- |
| 24.6(Components, IS 302-1) |
- |
3500 |
|
- |
| 25.1(Supply Connection and External Flexible Cords, IS 302-1) |
- |
3500 |
|
- |
| 25.5(Supply Connection and External Flexible Cords, IS 302-1) |
- |
3500 |
|
- |
| 25.6(Supply Connection and External Flexible Cords, IS 302-1) |
- |
3500 |
|
- |
| 25.7(Supply Connection and External Flexible Cords, IS 302-1) |
- |
3500 |
|
- |
| 25.8(Supply Connection and External Flexible Cords, IS 302-1) |
- |
3500 |
|
- |
| 26.9(Supply Connection and External Flexible Cords, IS 302-1) |
- |
3500 |
|
- |
| 25.1(Supply Connection and External Flexible Cords, IS 302-1) |
- |
3500 |
|
- |
| 25.11(Supply Connection and External Flexible Cords, IS 302-1) |
- |
3500 |
|
- |
| 25.12(Supply Connection and External Flexible Cords, IS 302-1) |
- |
3500 |
|
- |
| 25.13(Supply Connection and External Flexible Cords, IS 302-1) |
- |
3500 |
|
- |
| 25.14(Supply Connection and External Flexible Cords, IS 302-1) |
- |
3500 |
|
- |
| 25.14(Supply Connection and External Flexible Cords, IS 302-1) |
- |
3500 |
|
- |
| 25.15(Supply Connection and External Flexible Cords, IS 302-1) |
- |
3500 |
|
- |
| 25.16(Supply Connection and External Flexible Cords, IS 302-1) |
- |
3500 |
|
- |
| 25.17(Supply Connection and External Flexible Cords, IS 302-1) |
- |
3500 |
|
- |
| 25.18(Supply Connection and External Flexible Cords, IS 302-1) |
- |
3500 |
|
- |
| 25.19(Supply Connection and External Flexible Cords, IS 302-1) |
- |
3500 |
|
- |
| 25.2(Supply Connection and External Flexible Cords, IS 302-1) |
- |
3500 |
|
- |
| 25.21(Supply Connection and External Flexible Cords, IS 302-1) |
- |
3500 |
|
- |
| 25.22(Supply Connection and External Flexible Cords, IS 302-1) |
- |
3500 |
|
- |
| 26(Terminals for External Conductors, IS 302-1) |
- |
3500 |
|
- |
| 27(Provision for Earthing, IS 302-1) |
- |
3500 |
|
- |
| 27.2(Provision for Earthing, IS 302-1) |
- |
3500 |
|
- |
| 27.3(Provision for Earthing, IS 302-1) |
- |
3500 |
|
- |
| 27.4(Provision for Earthing, IS 302-1) |
- |
3500 |
|
- |
| 27.5(Provision for Earthing, IS 302-1) |
- |
3500 |
|
- |
| 28(Screws & Connections, IS 302-1) |
- |
3500 |
|
- |
| 29.1(Clearances, Creepage distances and Solid Insulation, IS 302-1) |
- |
3500 |
|
- |
| 29.2(Clearances, Creepage distances and Solid Insulation, IS 302-1) |
- |
3500 |
|
- |
| 30.1(Resistance to Heat and Fire, IS 302-1) |
- |
3500 |
|
- |
| 30.2(Resistance to Heat and Fire, IS 302-1) |
- |
3500 |
|
- |
| 31(Resistance of Rusting, IS 302-1) |
- |
3500 |
|
- |
| 32(Radiation, Toxicity and similar Hazard IS 302-1) |
- |
3500 |
|
- |
| 16(Electrical Insulation and Leakage Current at Operating Temperature: High Voltage, IS 302-1) |
- |
3500 |
|
- |
| 17(Overload protection of Transformers and Associated Circuits, IS 302-1) |
- |
2500 |
|
- |
|
13 Nov, 2026 |
- Exclusion: Cl. 19.11.4.1 (Electrostatic discharges), Cl. 19.11.4.2 (Radiated fields), Cl. 19.11.4.3 (Fast transient bursts), Cl. 19.11.4.4 (Surge immunity test), Cl. 19.11.4.5 (Immunity to conducted discharges), Cl. 19.11.4.6 (Class 3 Voltage dips and interruptions), Cl. 19.11.4.7 (Harmonics) |
| 10483 |
CIPET, Hyderabad
| 6111634
| IS 16008 : Part 2 (2016) |
Agro textiles “ Shade nets for agriculture and horticulture purposes “ Specification Part 2 Shade nets made from mono filament yarns (first revision) |
Shade nets made from mono filament yarns |
17885 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 4.0(Material) |
- |
1050 |
|
- |
| 4.2(Fabric) |
- |
500 |
|
- |
| 4.3(Colour) |
- |
300 |
|
- |
| 5.0(Types) |
- |
1000 |
|
- |
| 6.1(Dimensions and mass) |
- |
500 |
|
- |
| 6.2 Table 1(Mass g/m2,Min) |
- |
250 |
|
- |
| 6.2 Table 1(Average breaking strength of shade nets fabric (Strip method,Warpway,Weftway
325 mm × 50 mm test piece with gauge length of 200 mm), N, Min
) |
- |
1100 |
|
- |
| 6.2 Table 1(Warpway Weftway) |
- |
500 |
|
- |
| 6.2 Table 1(Retention of breaking strength after UV exposure, N, Min) |
- |
1100 |
|
- |
| 6.2 Table 1(Bursting pressure, kgf/cm2, Min) |
- |
1000 |
|
- |
|
23 Feb, 2027 |
- Including w.e.f. 28.10.2024 |
| 10484 |
CIPET, Hyderabad
| 6111634
| IS 16008 : Part 1 (2016) |
Agro textiles “ Shade nets for agriculture and horticulture purposes “ Specification Part 1 Shade nets made from tape yarns (first revision) |
Shade nets made from tape yarns (first revision) |
17885 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 5.0(Types) |
- |
1000 |
|
- |
| 6.1(Dimensions and Mass - IS 1954) |
- |
500 |
|
- |
| 6.2 Table 1(Mass - IS 1964) |
- |
250 |
|
- |
| 6.2 Table 1(Average breaking strength of shade nets fabric (Strip method, 325 mm x 50 mm test piece with gauge length of 200 mm) - IS 1969 (Part 1)) |
- |
1100 |
|
- |
| 6.2 Table 1(Retention of breaking strength after UV exposure - IS 1969 (Part 1)) |
- |
1100 |
|
- |
| 6.2 Table 1(Colour fastness to artificial light, IS 2454) |
- |
850 |
|
- |
| 6.2 Table 1(Bursting Pressure, IS 1966 (Part 1 or 2)) |
- |
1000 |
|
- |
| 4.3, 4(Colour) |
- |
300 |
|
- |
| 4.2, 4(Fabric ) |
- |
500 |
|
- |
|
23 Feb, 2027 |
- Including w.e.f. 28.10.2024 |
| 10485 |
CENTRAL INSTITUTE OF PETROCHEMICALS ENGINEERING AND TECHNOLOGY (CIPET):CSTS-BHOPAL
| 8100534
| IS 5175 (2022) |
Fibre ropes - Polypropylene split film monofilament and multifilament PP 2 and polypropylene high tenacity multifilament PP 3 3- 4- 8- and 12- strand ropes (fourth revision) |
- |
7250 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Clause 6, (Table 1,2,3)(Diameter) |
- |
250 |
|
- |
| Clause 6, (Table 1,2,3)(Linear Density) |
- |
500 |
|
- |
| Clause 6, (Table 1,2,3)(Minimum Breaking Force) |
- |
1100 |
|
- |
| 5.2(Pitch or length of lay) |
- |
500 |
|
- |
| 5.1(type A: 3-strand hawser-laid rope) |
- |
2000 |
|
- |
| 5.1(type B: 4-strand shroud-laid rope) |
- |
0 |
|
- |
| 5.1(type L: 8-strand braided rope) |
- |
0 |
|
- |
| 5.1(type T: 12-strand braided rope) |
- |
0 |
|
- |
| Clause 6, (Table 1,2,3)(Diameter) |
- |
0 |
|
- |
| Clause 6, (Table 1,2,3)(Linear Density) |
- |
0 |
|
- |
| Clause 6, (Table 1,2,3)(Minimum Breaking Force) |
- |
0 |
|
- |
| 5.2(Pitch or length of lay) |
- |
0 |
|
- |
| 5.1(type A: 3-strand hawser-laid rope) |
- |
0 |
|
- |
| 5.1(type B: 4-strand shroud-laid rope) |
- |
0 |
|
- |
| 5.1(type L: 8-strand braided rope) |
- |
0 |
|
- |
| 5.1(type T: 12-strand braided rope) |
- |
0 |
|
- |
| Clause 6, (Table 1,2,3)(Diameter) |
- |
0 |
|
- |
| Clause 6, (Table 1,2,3)(Linear Density) |
- |
0 |
|
- |
| Clause 6, (Table 1,2,3)(Minimum Breaking Force) |
- |
0 |
|
- |
| 5.2(Pitch or length of lay) |
- |
0 |
|
- |
| 5.1(type A: 3-strand hawser-laid rope) |
- |
0 |
|
- |
| 5.1(type B: 4-strand shroud-laid rope) |
- |
0 |
|
- |
| 5.1(type L: 8-strand braided rope) |
- |
0 |
|
- |
| 5.1(type T: 12-strand braided rope) |
- |
0 |
|
- |
|
31 Dec, 2026 |
- Included w.e.f. 28-06-2023. |
| 10486 |
Stellar Test House, Noida
| 8171606
| IS 15622 (2017) |
Pressed Ceramic Tiles - Specification (First Revision) |
- |
24000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 5& 5.1, Table 1(Thickness- IS 13630(pt-1)) |
- |
500 |
|
- |
| 5& 5.1, Table 2(Thickness- IS 13630(pt-1)) |
- |
0 |
|
- |
| 5& 5.1, Table 3(Thickness- IS 13630(pt-1)) |
- |
0 |
|
- |
| 5& 5.1, Table 4(Thickness- IS 13630(pt-1)) |
- |
0 |
|
- |
| 6 table 5, i a (Length-IS 13630(pt-1)) |
- |
0 |
|
- |
| 6 table 5,i a (width-IS 13630(pt-1)) |
- |
0 |
|
- |
| 6 table 5, i b (Thickness- IS 13630(pt-1)) |
- |
500 |
|
- |
| 6 table 5, i c(Straigthness of side-IS 13630(pt-1)) |
- |
500 |
|
- |
| 6 table 5, i d(Rectangularity-IS 13630(pt-1)) |
- |
500 |
|
- |
| 6 table 5, i e(Surface flatness-IS 13630(pt-1)) |
- |
500 |
|
- |
| 6 table 5, i f(Surface quality-IS 13630(pt-1)) |
- |
500 |
|
- |
| 6 table 5, ii a(Water Absorption-IS 13630(pt-2)) |
- |
1000 |
|
- |
| 6 table 5, ii b(Module of rupture -IS 13630(pt-6)) |
- |
2000 |
|
- |
| 6 table 5, ii c(Bending Strength-IS 13630(pt-6)) |
- |
0 |
|
- |
| 6 table 5, ii d(Moisture Expension-IS 13630(pt-3)) |
- |
2500 |
|
- |
| 6 table 5, ii e(Scratch hardness of surface -IS 13630(pt-13)) |
- |
500 |
|
- |
| 6 table 5, ii g(Thermal shock resistance IS 13630(pt-5)) |
- |
1500 |
|
- |
| 6 table 5, ii h(Impact resistance-IS 13630(pt-14)) |
- |
1500 |
|
- |
| 6 table 5, ii k(Crazing resistance-IS 13630(pt-9)) |
- |
2000 |
|
- |
| 6 table 5, iii a(Resistance to staining of glazed Tilles-IS 13630(pt-8)) |
- |
1000 |
|
- |
| 6 table 5, iii b(Resistance to household chemicals and swimming pool water cleansers agents containing hydrofluoric acid and its compound-IS 13630(pt-8)) |
- |
1000 |
|
- |
| 6 table 5, iii c(Resistance to acid and alkalis (with the exception ofhydrofluoric acid and its
compounds – Glazed tiles-IS 13630(pt-8)) |
- |
1000 |
|
- |
| 6 table 6, i a (Length-IS 13630(pt-1)) |
- |
500 |
|
- |
| 6 table 6, i a (width-IS 13630(pt-1)) |
- |
500 |
|
- |
| 6 table 7, i b (Thickness-IS 13630(pt-1)) |
- |
500 |
|
- |
| 6 table 8, i c(Straigthness of side-IS 13630(pt-1)) |
- |
500 |
|
- |
| 6 table 6, i d(Rectangularity-IS 13630(pt-1)) |
- |
500 |
|
- |
| 6 table 6, i e(Surface flatness-IS 13630(pt-1)) |
- |
500 |
|
- |
| 6 table 6, ii a(Water Absorption-IS 13630(pt-2) ) |
- |
1000 |
|
- |
| 6 table 6, ii b(Module of rupture -IS 13630(pt-6)) |
- |
2000 |
|
- |
| 6 table 6, ii c(Bending Strength-IS 13630(pt-6)) |
- |
0 |
|
- |
| 6 table 6, ii d(Moisture Expension-IS 13630(pt-3)) |
- |
2500 |
|
- |
| 6 table 6, ii e(Scratch hardness of surface-IS 13630(pt-13) ) |
- |
500 |
|
- |
| 6 table 6, ii h(Thermal shock resistance-IS13630(pt-5) ) |
- |
500 |
|
- |
| 6 table 6, ii j(Crazing resistance-IS 13630(pt-9)) |
- |
2000 |
|
- |
| 6 table 6, ii k(Impact resistance-IS 13630(pt-14)) |
- |
1500 |
|
- |
| 6 table 6, ii n(Forst resistance-IS 13630(pt-10)) |
- |
1500 |
|
- |
| 6 table 6, iii a(Resistance to staining of glazed Tilles) |
- |
1000 |
|
- |
| 6 table 6, iii b(Resistance to household chemicals and swimming pool water cleansers agents containing hydrofluoric acid and its compound) |
- |
1000 |
|
- |
| 6 table 6, iii c(Resistance to acid and alkalis (with the exception of hydrofluoric acid and its
compounds – Glazed tiles) |
- |
1000 |
|
- |
| 6 table 7, i a (Length-IS 13630(pt-1)) |
- |
500 |
|
- |
| 6 table 7, i a (width-IS 13630(pt-1)) |
- |
500 |
|
- |
| 6 table 7, i c(Straigthness of side-IS 13630(pt-1)) |
- |
500 |
|
- |
| 6 table 7, i d(Rectangularity-IS 13630(pt-1)) |
- |
500 |
|
- |
| 6 table 7, i e(Surface flatness-IS 13630(pt-1)) |
- |
500 |
|
- |
| 6 table 7, i f(Surface quality-IS 13630(pt-1)) |
- |
500 |
|
- |
| 6 table 7, ii a(Water Absorption-IS 13630(pt-2) ) |
- |
1000 |
|
- |
| 6 table 7, ii b(Module of rupture-IS 13630(pt-6) ) |
- |
2000 |
|
- |
| 6 table 7, ii c(Bending Strength-IS 13630(pt-6)) |
- |
0 |
|
- |
| 6 table 7, ii d(Moisture Expension-IS 13630(pt-3)) |
- |
2500 |
|
- |
| 6 table 7, ii e(Scratch hardness of surface-IS 13630(pt-13)) |
- |
500 |
|
- |
| 6 table 7, ii h(Thermal shock resistance-IS13630(pt-5) ) |
- |
1500 |
|
- |
| 6 table 7, ii j(Crazing resistance-IS 13630(pt-9)) |
- |
2000 |
|
- |
| 6 table 7, ii k(Impact resistance-IS 13630(pt-14)) |
- |
1500 |
|
- |
| 6 table 7, ii n(Forst resistance-IS 13630(pt-10)) |
- |
1000 |
|
- |
| 6 table 7, iii a(Resistance to staining of glazed Tilles) |
- |
1000 |
|
- |
| 6 table 7, iii b(Resistance to household chemicals and swimming pool water cleansers agents containing hydrofluoric acid and its compound) |
- |
1000 |
|
- |
| 6 table 7, iii c(Resistance to acid and alkalis (with the exception of hydrofluoric acid and its
compounds – Glazed tiles) |
- |
1000 |
|
- |
| 6 table 8, i a (Length-IS 13630(pt-1)) |
- |
500 |
|
- |
| 6 table 8, i a (width-IS 13630(pt-1)) |
- |
500 |
|
- |
| 6 table 8, i b (Thickness-IS 13630(pt-1)) |
- |
500 |
|
- |
| 6 table 8, i d(Rectangularity-IS 13630(pt-1)) |
- |
500 |
|
- |
| 6 table 8, i e(Surface flatness-IS 13630(pt-1)) |
- |
500 |
|
- |
| 6 table 8, i f(Surface quality-IS 13630(pt-1)) |
- |
500 |
|
- |
| 6 table 8, ii a(Water Absorption-IS 13630(pt-6) ) |
- |
1000 |
|
- |
| 6 table 8, ii b(Module of rupture-IS 13630(pt-6) ) |
- |
2000 |
|
- |
| 6 table 8, ii c(Bending Strength-IS 13630(pt-6)) |
- |
0 |
|
- |
| 6 table 8, ii d(Moisture Expension-IS 13630(pt-3)) |
- |
2500 |
|
- |
| 6 table 8, ii e(Scratch hardness of surface-IS 13630(pt-13) ) |
- |
500 |
|
- |
| 6 table 8, ii h(Thermal shock resistance-IS 13630(pt-5) ) |
- |
1500 |
|
- |
| 6 table 8, ii j(Crazing resistance-IS 13630(pt-9)) |
- |
2000 |
|
- |
| 6 table 8, ii k(Impact resistance-IS 13630(pt-14)) |
- |
1500 |
|
- |
| 6 table 8, ii n(Forst resistance-IS 13630(pt-10)) |
- |
1000 |
|
- |
| 6 table 8, ii q(Bulk Density-IS13630(pt-2)) |
- |
1000 |
|
- |
| 6 table 8, iii a(Resistance to staining of glazed Tilles) |
- |
1000 |
|
- |
| 6 table 8 iii b(Resistance to household chemicals and swimming pool water cleansers agents containing hydrofluoric acid and its compound) |
- |
1000 |
|
- |
| 6 table 8, iii c(Resistance to acid and alkalis (with the exception of hydrofluoric acid and its
compounds – Glazed tiles) |
- |
1000 |
|
- |
| 6 table 9, i a (Length-IS 13630(pt-1)) |
- |
500 |
|
- |
| 6 table 9, i a (width-IS 13630(pt-1)) |
- |
500 |
|
- |
| 6 table 9, i b (Thickness-IS 13630(pt-1)) |
- |
500 |
|
- |
| 6 table 9, i c(Straigthness of side-IS 13630(pt-1)) |
- |
500 |
|
- |
| 6 table 9, i d(Rectangularity-IS 13630(pt-1)) |
- |
500 |
|
- |
| 6 table 9, i e(Surface flatness-IS 13630(pt-1)) |
- |
500 |
|
- |
| 6 table 9, i f(Surface quality-IS 13630(pt-1)) |
- |
500 |
|
- |
| 6 table 9, ii a(Water Absorption-IS 13630(pt-6) ) |
- |
1000 |
|
- |
| 6 table 9, ii b(Module of rupture-IS 13630(pt-6) ) |
- |
2000 |
|
- |
| 6 table 9, ii c(Bending Strength-IS 13630(pt-6)) |
- |
0 |
|
- |
| 6 table 9, ii d(Moisture Expension-IS 13630(pt-3)) |
- |
2500 |
|
- |
| 6 table 9, ii e(Scratch hardness of surface-IS 13630(pt-13) ) |
- |
500 |
|
- |
| 6 table 9, ii h(Thermal shock resistance-IS 13630(pt-5)) |
- |
1500 |
|
- |
| 6 table 9, ii j(Crazing resistance-IS 13630(pt-9)) |
- |
2000 |
|
- |
| 6 table 9, ii k(Impact resistance-IS 13630(pt-14)) |
- |
1500 |
|
- |
| 6 table 9, ii q(Bulk Density-) |
- |
1000 |
|
- |
| 6 table 9, iii a(Resistance to staining ) |
- |
1000 |
|
- |
| 6 table 9 iii b(Resistance to household chemicals and swimming pool water cleansers agents containing hydrofluoric acid and its compound) |
- |
1000 |
|
- |
| 6 table 9, iii c(Resistance to acid and alkalis (with the exception of hydrofluoric acid and its
compounds – Glazed tiles) |
- |
1000 |
|
- |
| 5& 5.1, Table 1(Thickness- IS 13630(pt-1)) |
- |
0 |
|
- |
| 5& 5.1, Table 2(Thickness- IS 13630(pt-1)) |
- |
0 |
|
- |
| 5& 5.1, Table 3(Thickness- IS 13630(pt-1)) |
- |
0 |
|
- |
| 5& 5.1, Table 4(Thickness- IS 13630(pt-1)) |
- |
0 |
|
- |
| 6 table 5, i a (Length-IS 13630(pt-1)) |
- |
0 |
|
- |
| 6 table 5,i a (width-IS 13630(pt-1)) |
- |
0 |
|
- |
| 6 table 5, i b (Thickness- IS 13630(pt-1)) |
- |
0 |
|
- |
| 6 table 5, i c(Straigthness of side-IS 13630(pt-1)) |
- |
0 |
|
- |
| 6 table 5, i d(Rectangularity-IS 13630(pt-1)) |
- |
0 |
|
- |
| 6 table 5, i e(Surface flatness-IS 13630(pt-1)) |
- |
0 |
|
- |
| 6 table 5, i f(Surface quality-IS 13630(pt-1)) |
- |
0 |
|
- |
| 6 table 5, ii a(Water Absorption-IS 13630(pt-2)) |
- |
0 |
|
- |
| 6 table 5, ii b(Module of rupture -IS 13630(pt-6)) |
- |
0 |
|
- |
| 6 table 5, ii c(Bending Strength-IS 13630(pt-6)) |
- |
0 |
|
- |
| 6 table 5, ii d(Moisture Expension-IS 13630(pt-3)) |
- |
0 |
|
- |
| 6 table 5, ii e(Scratch hardness of surface -IS 13630(pt-13)) |
- |
0 |
|
- |
| 6 table 5, ii g(Thermal shock resistance IS 13630(pt-5)) |
- |
0 |
|
- |
| 6 table 5, ii h(Impact resistance-IS 13630(pt-14)) |
- |
0 |
|
- |
| 6 table 5, ii k(Crazing resistance-IS 13630(pt-9)) |
- |
0 |
|
- |
| 6 table 5, iii a(Resistance to staining of glazed Tilles-IS 13630(pt-8)) |
- |
0 |
|
- |
| 6 table 5, iii b(Resistance to household chemicals and swimming pool water cleansers agents containing hydrofluoric acid and its compound-IS 13630(pt-8)) |
- |
0 |
|
- |
| 6 table 5, iii c(Resistance to acid and alkalis (with the exception ofhydrofluoric acid and its
compounds – Glazed tiles-IS 13630(pt-8)) |
- |
0 |
|
- |
| 6 table 6, i a (Length-IS 13630(pt-1)) |
- |
0 |
|
- |
| 6 table 6, i a (width-IS 13630(pt-1)) |
- |
0 |
|
- |
| 6 table 7, i b (Thickness-IS 13630(pt-1)) |
- |
0 |
|
- |
| 6 table 8, i c(Straigthness of side-IS 13630(pt-1)) |
- |
0 |
|
- |
| 6 table 6, i d(Rectangularity-IS 13630(pt-1)) |
- |
0 |
|
- |
| 6 table 6, i e(Surface flatness-IS 13630(pt-1)) |
- |
0 |
|
- |
| 6 table 6, ii a(Water Absorption-IS 13630(pt-2) ) |
- |
0 |
|
- |
| 6 table 6, ii b(Module of rupture -IS 13630(pt-6)) |
- |
0 |
|
- |
| 6 table 6, ii c(Bending Strength-IS 13630(pt-6)) |
- |
0 |
|
- |
| 6 table 6, ii d(Moisture Expension-IS 13630(pt-3)) |
- |
0 |
|
- |
| 6 table 6, ii e(Scratch hardness of surface-IS 13630(pt-13) ) |
- |
0 |
|
- |
| 6 table 6, ii h(Thermal shock resistance-IS13630(pt-5) ) |
- |
0 |
|
- |
| 6 table 6, ii j(Crazing resistance-IS 13630(pt-9)) |
- |
0 |
|
- |
| 6 table 6, ii k(Impact resistance-IS 13630(pt-14)) |
- |
0 |
|
- |
| 6 table 6, ii n(Forst resistance-IS 13630(pt-10)) |
- |
0 |
|
- |
| 6 table 6, iii a(Resistance to staining of glazed Tilles) |
- |
0 |
|
- |
| 6 table 6, iii b(Resistance to household chemicals and swimming pool water cleansers agents containing hydrofluoric acid and its compound) |
- |
0 |
|
- |
| 6 table 6, iii c(Resistance to acid and alkalis (with the exception of hydrofluoric acid and its
compounds – Glazed tiles) |
- |
0 |
|
- |
| 6 table 7, i a (Length-IS 13630(pt-1)) |
- |
0 |
|
- |
| 6 table 7, i a (width-IS 13630(pt-1)) |
- |
0 |
|
- |
| 6 table 7, i c(Straigthness of side-IS 13630(pt-1)) |
- |
0 |
|
- |
| 6 table 7, i d(Rectangularity-IS 13630(pt-1)) |
- |
0 |
|
- |
| 6 table 7, i e(Surface flatness-IS 13630(pt-1)) |
- |
0 |
|
- |
| 6 table 7, i f(Surface quality-IS 13630(pt-1)) |
- |
0 |
|
- |
| 6 table 7, ii a(Water Absorption-IS 13630(pt-2) ) |
- |
0 |
|
- |
| 6 table 7, ii b(Module of rupture-IS 13630(pt-6) ) |
- |
0 |
|
- |
| 6 table 7, ii c(Bending Strength-IS 13630(pt-6)) |
- |
0 |
|
- |
| 6 table 7, ii d(Moisture Expension-IS 13630(pt-3)) |
- |
0 |
|
- |
| 6 table 7, ii e(Scratch hardness of surface-IS 13630(pt-13)) |
- |
0 |
|
- |
| 6 table 7, ii h(Thermal shock resistance-IS13630(pt-5) ) |
- |
0 |
|
- |
| 6 table 7, ii j(Crazing resistance-IS 13630(pt-9)) |
- |
0 |
|
- |
| 6 table 7, ii k(Impact resistance-IS 13630(pt-14)) |
- |
0 |
|
- |
| 6 table 7, ii n(Forst resistance-IS 13630(pt-10)) |
- |
0 |
|
- |
| 6 table 7, iii a(Resistance to staining of glazed Tilles) |
- |
0 |
|
- |
| 6 table 7, iii b(Resistance to household chemicals and swimming pool water cleansers agents containing hydrofluoric acid and its compound) |
- |
0 |
|
- |
| 6 table 7, iii c(Resistance to acid and alkalis (with the exception of hydrofluoric acid and its
compounds – Glazed tiles) |
- |
0 |
|
- |
| 6 table 8, i a (Length-IS 13630(pt-1)) |
- |
0 |
|
- |
| 6 table 8, i a (width-IS 13630(pt-1)) |
- |
0 |
|
- |
| 6 table 8, i b (Thickness-IS 13630(pt-1)) |
- |
0 |
|
- |
| 6 table 8, i d(Rectangularity-IS 13630(pt-1)) |
- |
0 |
|
- |
| 6 table 8, i e(Surface flatness-IS 13630(pt-1)) |
- |
0 |
|
- |
| 6 table 8, i f(Surface quality-IS 13630(pt-1)) |
- |
0 |
|
- |
| 6 table 8, ii a(Water Absorption-IS 13630(pt-6) ) |
- |
0 |
|
- |
| 6 table 8, ii b(Module of rupture-IS 13630(pt-6) ) |
- |
0 |
|
- |
| 6 table 8, ii c(Bending Strength-IS 13630(pt-6)) |
- |
0 |
|
- |
| 6 table 8, ii d(Moisture Expension-IS 13630(pt-3)) |
- |
0 |
|
- |
| 6 table 8, ii e(Scratch hardness of surface-IS 13630(pt-13) ) |
- |
0 |
|
- |
| 6 table 8, ii h(Thermal shock resistance-IS 13630(pt-5) ) |
- |
0 |
|
- |
| 6 table 8, ii j(Crazing resistance-IS 13630(pt-9)) |
- |
0 |
|
- |
| 6 table 8, ii k(Impact resistance-IS 13630(pt-14)) |
- |
0 |
|
- |
| 6 table 8, ii n(Forst resistance-IS 13630(pt-10)) |
- |
1500 |
|
- |
| 6 table 8, ii q(Bulk Density-IS13630(pt-2)) |
- |
0 |
|
- |
| 6 table 8, iii a(Resistance to staining of glazed Tilles) |
- |
0 |
|
- |
| 6 table 8 iii b(Resistance to household chemicals and swimming pool water cleansers agents containing hydrofluoric acid and its compound) |
- |
0 |
|
- |
| 6 table 8, iii c(Resistance to acid and alkalis (with the exception of hydrofluoric acid and its
compounds – Glazed tiles) |
- |
0 |
|
- |
| 6 table 9, i a (Length-IS 13630(pt-1)) |
- |
0 |
|
- |
| 6 table 9, i a (width-IS 13630(pt-1)) |
- |
0 |
|
- |
| 6 table 9, i b (Thickness-IS 13630(pt-1)) |
- |
0 |
|
- |
| 6 table 9, i c(Straigthness of side-IS 13630(pt-1)) |
- |
0 |
|
- |
| 6 table 9, i d(Rectangularity-IS 13630(pt-1)) |
- |
0 |
|
- |
| 6 table 9, i e(Surface flatness-IS 13630(pt-1)) |
- |
0 |
|
- |
| 6 table 9, i f(Surface quality-IS 13630(pt-1)) |
- |
0 |
|
- |
| 6 table 9, ii a(Water Absorption-IS 13630(pt-6) ) |
- |
0 |
|
- |
| 6 table 9, ii b(Module of rupture-IS 13630(pt-6) ) |
- |
0 |
|
- |
| 6 table 9, ii c(Bending Strength-IS 13630(pt-6)) |
- |
0 |
|
- |
| 6 table 9, ii d(Moisture Expension-IS 13630(pt-3)) |
- |
0 |
|
- |
| 6 table 9, ii e(Scratch hardness of surface-IS 13630(pt-13) ) |
- |
0 |
|
- |
| 6 table 9, ii h(Thermal shock resistance-IS 13630(pt-5)) |
- |
0 |
|
- |
| 6 table 9, ii j(Crazing resistance-IS 13630(pt-9)) |
- |
0 |
|
- |
| 6 table 9, ii k(Impact resistance-IS 13630(pt-14)) |
- |
0 |
|
- |
| 6 table 9, ii q(Bulk Density-) |
- |
0 |
|
- |
| 6 table 9, iii a(Resistance to staining ) |
- |
0 |
|
- |
| 6 table 9 iii b(Resistance to household chemicals and swimming pool water cleansers agents containing hydrofluoric acid and its compound) |
- |
0 |
|
- |
| 6 table 9, iii c(Resistance to acid and alkalis (with the exception of hydrofluoric acid and its
compounds – Glazed tiles) |
- |
0 |
|
- |
| 5& 5.1, Table 1(Coordinating size- IS 13630(pt-1)) |
- |
500 |
|
- |
| 5& 5.1, Table 1(Work size- IS 13630(pt-1)) |
- |
500 |
|
- |
| 5& 5.1, Table 2(Nominal size -IS 13630(pt-1)) |
- |
0 |
|
- |
| 5& 5.1, Table 2(Work size-IS 13630(pt-1)) |
- |
0 |
|
- |
| 5& 5.1, Table 3(Coordinating size- IS 13630(pt-1)) |
- |
0 |
|
- |
| 5& 5.1, Table 3(Work size-IS 13630(pt-1)) |
- |
0 |
|
- |
| 5& 5.1, Table 4(Nominal size-IS 13630(pt-1)) |
- |
0 |
|
- |
| 5& 5.1, Table 4(Work size-IS 13630(pt-1)) |
- |
0 |
|
- |
| 6 table 5, ii f(Coefficient of linear tharmal expansion from ambient temperature to100°C-IS 13630(pt-4) ) |
- |
1500 |
|
- |
| 6 table 5, ii m(resistance to surface abrasion of glazed Tilles) |
- |
2000 |
|
- |
| 5 table 6, ii f(Resistance to surface abrasion of glazed Tilles) |
- |
2000 |
|
- |
| 6 table 6, ii p(Resistance to deep abrasion of unglazed tiles) |
- |
1500 |
|
- |
| 6 table 7, ii f(Resistance to surface abrasion of glazed Tilles) |
- |
1500 |
|
- |
| 6 table 7, ii g(Coefficient of linear tharmal expansion from ambient temperature to100°C-IS13630(pt-4) ) |
- |
1500 |
|
- |
| 6 table 8, ii f(Resistance to surface abrasion of glazed Tilles) |
- |
1500 |
|
- |
| 6 table 8, ii g(Coefficient of linear tharmal expansion from ambient temperature to100°C-IS 13630(pt-4) ) |
- |
1500 |
|
- |
| 6 table 8, ii p(Resistance to deep abrasion of unglazed tiles) |
- |
1500 |
|
- |
| 6 table 9, ii f(Resistance to surface abrasion of glazed Tilles) |
- |
1500 |
|
- |
| 6 table 9, ii g(Coefficient of linear tharmal expansion from ambient temperature to100°C ) |
- |
1500 |
|
- |
| 6 table 9, ii n(Forst resistance-IS 13630(pt-10)) |
- |
1500 |
|
- |
| 6 table 9, ii p(Resistance to deep abrasion of unglazed tiles) |
- |
1500 |
|
- |
|
26 Sep, 2028 |
- Included w.e.f. 28.03.2024
Only for dimension above 600mmx600mm and below 40mmx40mm |
| 10487 |
Central Institute of Petrochemicals Engineering & Technology (CIPET), CSTS - Dehradun
| 9178004
| IS 16352 (2020) |
Geosynthetics – High density polyethylene (HDPE) geomembranes for lining – Specification (first revision) |
- |
98460.00 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 5,3.1,
Table1,x)
Type I / II / III / IV / V /
VI / VII
IS 2530(Carbon black content) |
- |
925.00 |
|
- |
| 5,3.1,
Table1,iii)
Type I / II / III / IV / V /
VI / VII
Method A of
IS 13162 (Part 3)(Lowest individual of 10 thickness value) |
- |
750.00 |
|
- |
| 5,3.1,
Table1,xv)
Type I / II / III / IV / V /
VI / VII
Annex J(Stress crack resistance) |
- |
1350.00 |
|
Testing Charge- 1100.00
SPECIMEN PREPARATION CHARGE- 250.00 |
| 5,3.1,
Table1,iv) d)
Type I / II / III / IV / V /
VI / VII
Annex B(Tensile properties:
Breaking elongation) |
- |
2700.00 |
|
1. YIELD STRENGTH & ELONGATION - 1100.00 SPECIMEN PREPARATION CHARGE- 250.00
2. BREAKING STRENGTH & ELONGATION - 1100.00 SPECIMEN PREPARATION CHARGE- 250.00 |
| 5,3.1,
Table1,xii)
Type I / II / III / IV / V /
VI / VII
ISO 11357 (Part 6)
or ASTM D 5885(Oxidative induction time (OIT) :
a) Standard OIT
or
b) High pressure OIT) |
- |
4400.00 |
|
1. STANDARD OIT - 2200.00
2. HIGH PRESSURE OIT - 2200.00 |
| 5,3.1,
Table1,xiii)
Type I / II / III / IV / V /
VI / VII
Oven method of
IS 7016 (Part 8),
ISO 11357-6 and
ASTM D 5885(Oven ageing at 85°C, Retention of
oxidative induction time (OIT) after
90 days :
a) Standard OIT
or
b) High pressure OIT) |
- |
4400.00 |
|
1. STANDARD OIT - 2200.00
2. HIGH PRESSURE OIT - 2200.00
3. CONDITIOING CHARGE- 54000.00 |
| 5,3.1,
Table1,v)
Type I / II / III / IV / V /
VI / VII
Annex C(Tear resistance) |
- |
1350.00 |
|
Testing Charge- 1100.00
SPECIMEN PREPARATION CHARGE- 250.00 |
| 5,3.1,
Table1,vi)
Type I / II / III / IV / V /
VI / VII
Annex D(Puncture resistanc) |
- |
1100.00 |
|
- |
| 5,3.1,
Table1,vii)
Type I / II / III / IV / V /
VI / VII
Annex E(Low temperature crack resistance at minus 30°C±1°C) |
- |
1800.00 |
|
Testing Charge- 1300.00
SPECIMEN PREPARATION CHARGE- 500.00 |
| 5,3.1,
Table1,viii)
Type I / II / III / IV / V /
VI / VII
Annex F(Hydrostatic resistance) |
- |
1350.00 |
|
Testing Charge- 1100.00
SPECIMEN PREPARATION CHARGE- 250.00 |
| 5,3.1,
Table1,ix)
Type I / II / III / IV / V /
VI / VII
Annex G(Seam strength :
85 percent of the
original actual
fabric strength
or unbreakable
seam) |
- |
1350.00 |
|
Testing Charge- 1100.00
SPECIMEN PREPARATION CHARGE- 250.00 |
| 5,3.1,
Table1,xi)
Type I / II / III / IV / V /
VI / VII
IS 2530(Carbon black dispersion) |
- |
700.00 |
|
- |
| 5,3.1,
Table1,xiv)
Type I / II / III / IV / V /
VI / VII
Annex H(Retention of breaking strength after UV exposure of 144 h :
85 percent of the
original actual
fabric strength) |
- |
9360.00 |
|
1. RETENTION OF BREAKING STRENGTH 1100.00
2. CONDITIOING CHARGE - 8260.00 |
| 6(DIMENSIONS AND TOLERANCES
The dimensions of HDPE geomembrane when tested by the method given in IS 7016 (Part 1) shall be as agreed to between the buyer and the seller. However, the minimum width of the HDPE geomembrane shall be 5000 mm. A combination of panel width may be used to obtain desired width of geomembrane. Narrow width panels not less than 1000 mm in width may also be used but such pieces shall not exceed 1 piece per roll of finished material of specified width.) |
- |
250.00 |
|
- |
| 7, 7.1
Annex M(COLOUR, SURFACE CHARACTERISTICS AND FREEDOM FROM DEFECTS:
) |
- |
300.00 |
|
- |
| 3, 3.1(MATERIAL AND MANUFACTURE) |
- |
4000.00 |
|
1. MATERIAL IDENTIFICATIN - 2000.00
2. PRESENCE OF UV STABLIZER - 2000.00 |
| 5,3.1,
Table 2,xi)
Type I / II / III / IV / V /
VI
IS 2530(Carbon black content) |
- |
0 |
|
- |
| 5,3.1,
Table2,iii)
Type I / II / III / IV / V /
VI
Annex K(Lowest individual of 10 thickness value) |
- |
0 |
|
- |
| 5,3.1,
Table2,iv)
Type I / II / III / IV / V /
VI
Annex L(Average asperity height) |
- |
0 |
|
- |
| 5,3.1,
Table 2,v) d)
Type I / II / III / IV / V /
VI
Annex B(Tensile properties:
Breaking elongation) |
- |
0 |
|
- |
| 5,3.1,
Table 2,xvi)
Type I / II / III / IV / V /
VI
Annex J(Stress crack resistance) |
- |
0 |
|
- |
| 5,3.1,
Table 2,xiii)
Type I / II / III / IV / V /
VI
ISO 11357 (Part 6)
or ASTM D 5885(Oxidative induction time (OIT) :
a) Standard OIT
or
b) High pressure OIT) |
- |
0 |
|
- |
| 5,3.1,
Table 2,xiv)
Type I / II / III / IV / V /
VI
Oven method of
IS 7016 (Part 8),
ISO 11357-6 and
ASTM D 5885(Oven ageing at 85°C, Retention of
oxidative induction time (OIT) after
90 days :
a) Standard OIT
or
b) High pressure OIT) |
- |
0 |
|
- |
| 3, 3.1(MATERIAL AND MANUFACTURE) |
- |
0 |
|
- |
| 3, 3.2(MATERIAL AND MANUFACTURE
If two or more pieces of geomembranes are used,
the material shall be joined together by a suitable heat
sealing process keeping an overlap of at least 2.5 cm. ) |
- |
0 |
|
- |
| 4, 4.1(VARIETY AND TYPES :
Based on the finish, HDPE geomembrane shall be
of following varieties) |
- |
0 |
|
- |
| 4.2,4.2.1(Based on the thickness of HDPE geomembrane, the material shall be classified as under) |
- |
0 |
|
- |
| 4.2,4.2.2(Based on the thickness of HDPE geomembrane, the material shall be classified as under) |
- |
0 |
|
- |
| 5(REQUIREMENTS) |
- |
0 |
|
- |
| 5,3.1,
Table 1(Requirements of Smooth HDPE Geomembrane) |
- |
0 |
|
- |
| 5,3.1,
Table1,i) a)
Type I / II / III / IV / V /
VI / VII
IS 7016 (Part 1)(Length) |
- |
0 |
|
- |
| 5,3.1,
Table1,i) b)
Type I / II / III / IV / V /
VI / VII
IS 7016 (Part 1)(width) |
- |
0 |
|
- |
| 5,3.1,
Table1,ii)
Type I / II / III / IV / V /
VI / VII
Method A of
IS 13162 (Part 3)(Average thickness at a pressure of 2 ± 0.01 kPa) |
- |
0 |
|
- |
| 5,3.1,
Table1,iv) a)
Type I / II / III / IV / V /
VI / VII
Annex B(Tensile properties:
Yield strength,) |
- |
0 |
|
- |
| 5,3.1,
Table1,iv) b)
Type I / II / III / IV / V /
VI / VII
Annex B(Tensile properties:
Breaking strength,) |
- |
0 |
|
- |
| 5,3.1,
Table1,iv) c)
Type I / II / III / IV / V /
VI / VII
Annex B(Tensile properties:
Yield elongation) |
- |
0 |
|
- |
| 5,3.1,
Table1,xiv)
Type I / II / III / IV / V /
VI / VII
Annex H(Retention of breaking strength after UV exposure of 144 h :
85 percent of the
original actual
fabric strength) |
- |
0 |
|
- |
| 5,3.1,
Table 2(Requirements of Textured (Single or Double Sided) HDPE Geomembrane) |
- |
0 |
|
- |
| 5,3.1,
Table2,i) a)
Type I / II / III / IV / V /
VI
IS 7016 (Part 1)(Length) |
- |
0 |
|
- |
| 5,3.1,
Table 2,i) b)
Type I / II / III / IV / V /
VI
IS 7016 (Part 1)(width) |
- |
0 |
|
- |
| 5,3.1,
Table2,ii)
Type I / II / III / IV / V /
VI
Annex K(Average core thickness) |
- |
0 |
|
- |
| 5,3.1,
Table 2,v) a)
Type I / II / III / IV / V /
VI
Annex B(Tensile properties:
Yield strength,) |
- |
0 |
|
- |
| 5,3.1,
Table 2,v) b)
Type I / II / III / IV / V /
VI
Annex B(Tensile properties:
Breaking strength,) |
- |
0 |
|
- |
| 5,3.1,
Table 2,v) c)
Type I / II / III / IV / V /
VI
Annex B(Tensile properties:
Yield elongation) |
- |
0 |
|
- |
| 5,3.1,
Table 2,vi) a)
Type I / II / III / IV / V /
VI
Annex C(Tear resistance) |
- |
0 |
|
- |
| 5,3.1,
Table 2,vii)
Type I / II / III / IV / V /
VI
Annex D(Puncture resistanc) |
- |
0 |
|
- |
| 5,3.1,
Table 2,viii)
Type I / II / III / IV / V /
VI
Annex E(Low temperature crack resistance at minus 30°C±1°C) |
- |
0 |
|
- |
| 5,3.1,
Table 2,iX)
Type I / II / III / IV / V /
VI
Annex F(Hydrostatic resistance) |
- |
0 |
|
- |
| 5,3.1,
Table 2,x)
Type I / II / III / IV / V /
VI
Annex G(Seam strength :
85 percent of the
original actual
fabric strength
or unbreakable
seam) |
- |
0 |
|
- |
| 5,3.1,
Table 2,xii)
Type I / II / III / IV / V /
VI
IS 2530(Carbon black dispersion) |
- |
0 |
|
- |
| 5,3.1,
Table 2,xv)
Type I / II / III / IV / V /
VI
Annex H(Retention of breaking strength after UV exposure of 144 h :
85 percent of the
original actual
fabric strength) |
- |
0 |
|
- |
| 6(DIMENSIONS AND TOLERANCES
The dimensions of HDPE geomembrane when tested by the method given in IS 7016 (Part 1) shall be as agreed to between the buyer and the seller. However, the minimum width of the HDPE geomembrane shall be 5000 mm. A combination of panel width may be used to obtain desired width of geomembrane. Narrow width panels not less than 1000 mm in width may also be used but such pieces shall not exceed 1 piece per roll of finished material of specified width.) |
- |
0 |
|
- |
| 7, 7.2(COLOUR, SURFACE CHARACTERISTICS
AND FREEDOM FROM DEFECTS) |
- |
0 |
|
- |
| 5,3.1,
Table1,x)
Type I / II / III / IV / V /
VI / VII
IS 2530(Carbon black content) |
- |
0 |
|
- |
| 5,3.1,
Table 2,xi)
Type I / II / III / IV / V /
VI
IS 2530(Carbon black content) |
- |
0 |
|
- |
| 5,3.1,
Table2,iii)
Type I / II / III / IV / V /
VI
Annex K(Lowest individual of 10 thickness value) |
- |
0 |
|
- |
| 5,3.1,
Table1,iii)
Type I / II / III / IV / V /
VI / VII
Method A of
IS 13162 (Part 3)(Lowest individual of 10 thickness value) |
- |
0 |
|
- |
| 5,3.1,
Table2,iv)
Type I / II / III / IV / V /
VI
Annex L(Average asperity height) |
- |
0 |
|
- |
| 5,3.1,
Table 2,v) d)
Type I / II / III / IV / V /
VI
Annex B(Tensile properties:
Breaking elongation) |
- |
0 |
|
- |
| 5,3.1,
Table1,xv)
Type I / II / III / IV / V /
VI / VII
Annex J(Stress crack resistance) |
- |
0 |
|
- |
| 5,3.1,
Table 2,xvi)
Type I / II / III / IV / V /
VI
Annex J(Stress crack resistance) |
- |
0 |
|
- |
| 5,3.1,
Table1,iv) d)
Type I / II / III / IV / V /
VI / VII
Annex B(Tensile properties:
Breaking elongation) |
- |
0 |
|
- |
| 5,3.1,
Table1,xii)
Type I / II / III / IV / V /
VI / VII
ISO 11357 (Part 6)
or ASTM D 5885(Oxidative induction time (OIT) :
a) Standard OIT
or
b) High pressure OIT) |
- |
0 |
|
- |
| 5,3.1,
Table 2,xiii)
Type I / II / III / IV / V /
VI
ISO 11357 (Part 6)
or ASTM D 5885(Oxidative induction time (OIT) :
a) Standard OIT
or
b) High pressure OIT) |
- |
0 |
|
- |
| 5,3.1,
Table1,xiii)
Type I / II / III / IV / V /
VI / VII
Oven method of
IS 7016 (Part 8),
ISO 11357-6 and
ASTM D 5885(Oven ageing at 85°C, Retention of
oxidative induction time (OIT) after
90 days :
a) Standard OIT
or
b) High pressure OIT) |
- |
0 |
|
- |
| 5,3.1,
Table 2,xiv)
Type I / II / III / IV / V /
VI
Oven method of
IS 7016 (Part 8),
ISO 11357-6 and
ASTM D 5885(Oven ageing at 85°C, Retention of
oxidative induction time (OIT) after
90 days :
a) Standard OIT
or
b) High pressure OIT) |
- |
0 |
|
- |
| 3, 3.1(MATERIAL AND MANUFACTURE) |
- |
0 |
|
- |
| 3, 3.2(MATERIAL AND MANUFACTURE
If two or more pieces of geomembranes are used,
the material shall be joined together by a suitable heat
sealing process keeping an overlap of at least 2.5 cm. ) |
- |
0 |
|
- |
| 4, 4.1(VARIETY AND TYPES :
Based on the finish, HDPE geomembrane shall be
of following varieties) |
- |
0 |
|
- |
| 4.2,4.2.1(Based on the thickness of HDPE geomembrane, the material shall be classified as under) |
- |
0 |
|
- |
| 4.2,4.2.2(Based on the thickness of HDPE geomembrane, the material shall be classified as under) |
- |
0 |
|
- |
| 5(REQUIREMENTS) |
- |
0 |
|
- |
| 5,3.1,
Table 1(Requirements of Smooth HDPE Geomembrane) |
- |
0 |
|
- |
| 5,3.1,
Table1,i) a)
Type I / II / III / IV / V /
VI / VII
IS 7016 (Part 1)(Length) |
- |
0 |
|
- |
| 5,3.1,
Table1,i) b)
Type I / II / III / IV / V /
VI / VII
IS 7016 (Part 1)(width) |
- |
0 |
|
- |
| 5,3.1,
Table1,ii)
Type I / II / III / IV / V /
VI / VII
Method A of
IS 13162 (Part 3)(Average thickness at a pressure of 2 ± 0.01 kPa) |
- |
0 |
|
- |
| 5,3.1,
Table1,iv) a)
Type I / II / III / IV / V /
VI / VII
Annex B(Tensile properties:
Yield strength,) |
- |
0 |
|
- |
| 5,3.1,
Table1,iv) b)
Type I / II / III / IV / V /
VI / VII
Annex B(Tensile properties:
Breaking strength,) |
- |
0 |
|
- |
| 5,3.1,
Table1,iv) c)
Type I / II / III / IV / V /
VI / VII
Annex B(Tensile properties:
Yield elongation) |
- |
0 |
|
- |
| 5,3.1,
Table1,v)
Type I / II / III / IV / V /
VI / VII
Annex C(Tear resistance) |
- |
0 |
|
- |
| 5,3.1,
Table1,vi)
Type I / II / III / IV / V /
VI / VII
Annex D(Puncture resistanc) |
- |
0 |
|
- |
| 5,3.1,
Table1,vii)
Type I / II / III / IV / V /
VI / VII
Annex E(Low temperature crack resistance at minus 30°C±1°C) |
- |
0 |
|
- |
| 5,3.1,
Table1,viii)
Type I / II / III / IV / V /
VI / VII
Annex F(Hydrostatic resistance) |
- |
0 |
|
- |
| 5,3.1,
Table1,ix)
Type I / II / III / IV / V /
VI / VII
Annex G(Seam strength :
85 percent of the
original actual
fabric strength
or unbreakable
seam) |
- |
0 |
|
- |
| 5,3.1,
Table1,xi)
Type I / II / III / IV / V /
VI / VII
IS 2530(Carbon black dispersion) |
- |
0 |
|
- |
| 5,3.1,
Table 2(Requirements of Textured (Single or Double Sided) HDPE Geomembrane) |
- |
0 |
|
- |
| 5,3.1,
Table2,i) a)
Type I / II / III / IV / V /
VI
IS 7016 (Part 1)(Length) |
- |
0 |
|
- |
| 5,3.1,
Table 2,i) b)
Type I / II / III / IV / V /
VI
IS 7016 (Part 1)(width) |
- |
0 |
|
- |
| 5,3.1,
Table2,ii)
Type I / II / III / IV / V /
VI
Annex K(Average core thickness) |
- |
0 |
|
- |
| 5,3.1,
Table 2,v) a)
Type I / II / III / IV / V /
VI
Annex B(Tensile properties:
Yield strength,) |
- |
0 |
|
- |
| 5,3.1,
Table 2,v) b)
Type I / II / III / IV / V /
VI
Annex B(Tensile properties:
Breaking strength,) |
- |
0 |
|
- |
| 5,3.1,
Table 2,v) c)
Type I / II / III / IV / V /
VI
Annex B(Tensile properties:
Yield elongation) |
- |
0 |
|
- |
| 5,3.1,
Table 2,vi) a)
Type I / II / III / IV / V /
VI
Annex C(Tear resistance) |
- |
0 |
|
- |
| 5,3.1,
Table 2,vii)
Type I / II / III / IV / V /
VI
Annex D(Puncture resistanc) |
- |
0 |
|
- |
| 5,3.1,
Table 2,viii)
Type I / II / III / IV / V /
VI
Annex E(Low temperature crack resistance at minus 30°C±1°C) |
- |
0 |
|
- |
| 5,3.1,
Table 2,iX)
Type I / II / III / IV / V /
VI
Annex F(Hydrostatic resistance) |
- |
0 |
|
- |
| 5,3.1,
Table 2,x)
Type I / II / III / IV / V /
VI
Annex G(Seam strength :
85 percent of the
original actual
fabric strength
or unbreakable
seam) |
- |
0 |
|
- |
| 5,3.1,
Table 2,xii)
Type I / II / III / IV / V /
VI
IS 2530(Carbon black dispersion) |
- |
0 |
|
- |
| 5,3.1,
Table 2,xv)
Type I / II / III / IV / V /
VI
Annex H(Retention of breaking strength after UV exposure of 144 h :
85 percent of the
original actual
fabric strength) |
- |
0 |
|
- |
| 7, 7.1
Annex M(COLOUR, SURFACE CHARACTERISTICS AND FREEDOM FROM DEFECTS:
) |
- |
0 |
|
- |
| 7, 7.2(COLOUR, SURFACE CHARACTERISTICS
AND FREEDOM FROM DEFECTS) |
- |
0 |
|
- |
| 5,3.1,
Table1,x)
Type I / II / III / IV / V /
VI / VII
IS 2530(Carbon black content) |
- |
0 |
|
- |
| 5,3.1,
Table 2,xi)
Type I / II / III / IV / V /
VI
IS 2530(Carbon black content) |
- |
0 |
|
- |
| 5,3.1,
Table2,iii)
Type I / II / III / IV / V /
VI
Annex K(Lowest individual of 10 thickness value) |
- |
0 |
|
- |
| 5,3.1,
Table1,iii)
Type I / II / III / IV / V /
VI / VII
Method A of
IS 13162 (Part 3)(Lowest individual of 10 thickness value) |
- |
0 |
|
- |
| 5,3.1,
Table2,iv)
Type I / II / III / IV / V /
VI
Annex L(Average asperity height) |
- |
0 |
|
- |
| 5,3.1,
Table 2,v) d)
Type I / II / III / IV / V /
VI
Annex B(Tensile properties:
Breaking elongation) |
- |
0 |
|
- |
| 5,3.1,
Table1,xv)
Type I / II / III / IV / V /
VI / VII
Annex J(Stress crack resistance) |
- |
0 |
|
- |
| 5,3.1,
Table 2,xvi)
Type I / II / III / IV / V /
VI
Annex J(Stress crack resistance) |
- |
0 |
|
- |
| 5,3.1,
Table1,iv) d)
Type I / II / III / IV / V /
VI / VII
Annex B(Tensile properties:
Breaking elongation) |
- |
0 |
|
- |
| 5,3.1,
Table1,xii)
Type I / II / III / IV / V /
VI / VII
ISO 11357 (Part 6)
or ASTM D 5885(Oxidative induction time (OIT) :
a) Standard OIT
or
b) High pressure OIT) |
- |
0 |
|
- |
| 5,3.1,
Table 2,xiii)
Type I / II / III / IV / V /
VI
ISO 11357 (Part 6)
or ASTM D 5885(Oxidative induction time (OIT) :
a) Standard OIT
or
b) High pressure OIT) |
- |
0 |
|
- |
| 5,3.1,
Table1,xiii)
Type I / II / III / IV / V /
VI / VII
Oven method of
IS 7016 (Part 8),
ISO 11357-6 and
ASTM D 5885(Oven ageing at 85°C, Retention of
oxidative induction time (OIT) after
90 days :
a) Standard OIT
or
b) High pressure OIT) |
- |
0 |
|
- |
| 5,3.1,
Table 2,xiv)
Type I / II / III / IV / V /
VI
Oven method of
IS 7016 (Part 8),
ISO 11357-6 and
ASTM D 5885(Oven ageing at 85°C, Retention of
oxidative induction time (OIT) after
90 days :
a) Standard OIT
or
b) High pressure OIT) |
- |
0 |
|
- |
| 3, 3.2(MATERIAL AND MANUFACTURE
If two or more pieces of geomembranes are used,
the material shall be joined together by a suitable heat
sealing process keeping an overlap of at least 2.5 cm. ) |
- |
0 |
|
- |
| 4, 4.1(VARIETY AND TYPES :
Based on the finish, HDPE geomembrane shall be
of following varieties) |
- |
0 |
|
- |
| 4.2,4.2.1(Based on the thickness of HDPE geomembrane, the material shall be classified as under) |
- |
0 |
|
- |
| 4.2,4.2.2(Based on the thickness of HDPE geomembrane, the material shall be classified as under) |
- |
0 |
|
- |
| 5(REQUIREMENTS) |
- |
0 |
|
- |
| 5,3.1,
Table 1(Requirements of Smooth HDPE Geomembrane) |
- |
0 |
|
- |
| 5,3.1,
Table1,i) a)
Type I / II / III / IV / V /
VI / VII
IS 7016 (Part 1)(Length) |
- |
0 |
|
- |
| 5,3.1,
Table1,i) b)
Type I / II / III / IV / V /
VI / VII
IS 7016 (Part 1)(width) |
- |
0 |
|
- |
| 5,3.1,
Table1,ii)
Type I / II / III / IV / V /
VI / VII
Method A of
IS 13162 (Part 3)(Average thickness at a pressure of 2 ± 0.01 kPa) |
- |
0 |
|
- |
| 5,3.1,
Table1,iv) a)
Type I / II / III / IV / V /
VI / VII
Annex B(Tensile properties:
Yield strength,) |
- |
0 |
|
- |
| 5,3.1,
Table1,iv) b)
Type I / II / III / IV / V /
VI / VII
Annex B(Tensile properties:
Breaking strength,) |
- |
0 |
|
- |
| 5,3.1,
Table1,iv) c)
Type I / II / III / IV / V /
VI / VII
Annex B(Tensile properties:
Yield elongation) |
- |
0 |
|
- |
| 5,3.1,
Table1,v)
Type I / II / III / IV / V /
VI / VII
Annex C(Tear resistance) |
- |
0 |
|
- |
| 5,3.1,
Table1,vi)
Type I / II / III / IV / V /
VI / VII
Annex D(Puncture resistanc) |
- |
0 |
|
- |
| 5,3.1,
Table1,vii)
Type I / II / III / IV / V /
VI / VII
Annex E(Low temperature crack resistance at minus 30°C±1°C) |
- |
0 |
|
- |
| 5,3.1,
Table1,viii)
Type I / II / III / IV / V /
VI / VII
Annex F(Hydrostatic resistance) |
- |
0 |
|
- |
| 5,3.1,
Table1,ix)
Type I / II / III / IV / V /
VI / VII
Annex G(Seam strength :
85 percent of the
original actual
fabric strength
or unbreakable
seam) |
- |
0 |
|
- |
| 5,3.1,
Table1,xi)
Type I / II / III / IV / V /
VI / VII
IS 2530(Carbon black dispersion) |
- |
0 |
|
- |
| 5,3.1,
Table1,xiv)
Type I / II / III / IV / V /
VI / VII
Annex H(Retention of breaking strength after UV exposure of 144 h :
85 percent of the
original actual
fabric strength) |
- |
0 |
|
- |
| 5,3.1,
Table 2(Requirements of Textured (Single or Double Sided) HDPE Geomembrane) |
- |
0 |
|
- |
| 5,3.1,
Table2,i) a)
Type I / II / III / IV / V /
VI
IS 7016 (Part 1)(Length) |
- |
0 |
|
- |
| 5,3.1,
Table 2,i) b)
Type I / II / III / IV / V /
VI
IS 7016 (Part 1)(width) |
- |
0 |
|
- |
| 5,3.1,
Table2,ii)
Type I / II / III / IV / V /
VI
Annex K(Average core thickness) |
- |
0 |
|
- |
| 5,3.1,
Table 2,v) a)
Type I / II / III / IV / V /
VI
Annex B(Tensile properties:
Yield strength,) |
- |
0 |
|
- |
| 5,3.1,
Table 2,v) b)
Type I / II / III / IV / V /
VI
Annex B(Tensile properties:
Breaking strength,) |
- |
0 |
|
- |
| 5,3.1,
Table 2,v) c)
Type I / II / III / IV / V /
VI
Annex B(Tensile properties:
Yield elongation) |
- |
0 |
|
- |
| 5,3.1,
Table 2,vi) a)
Type I / II / III / IV / V /
VI
Annex C(Tear resistance) |
- |
0 |
|
- |
| 5,3.1,
Table 2,vii)
Type I / II / III / IV / V /
VI
Annex D(Puncture resistanc) |
- |
0 |
|
- |
| 5,3.1,
Table 2,viii)
Type I / II / III / IV / V /
VI
Annex E(Low temperature crack resistance at minus 30°C±1°C) |
- |
0 |
|
- |
| 5,3.1,
Table 2,iX)
Type I / II / III / IV / V /
VI
Annex F(Hydrostatic resistance) |
- |
0 |
|
- |
| 5,3.1,
Table 2,x)
Type I / II / III / IV / V /
VI
Annex G(Seam strength :
85 percent of the
original actual
fabric strength
or unbreakable
seam) |
- |
0.00 |
|
- |
| 5,3.1,
Table 2,xii)
Type I / II / III / IV / V /
VI
IS 2530(Carbon black dispersion) |
- |
0.00 |
|
- |
| 5,3.1,
Table 2,xv)
Type I / II / III / IV / V /
VI
Annex H(Retention of breaking strength after UV exposure of 144 h :
85 percent of the
original actual
fabric strength) |
- |
0.00 |
|
- |
| 6(DIMENSIONS AND TOLERANCES
The dimensions of HDPE geomembrane when tested by the method given in IS 7016 (Part 1) shall be as agreed to between the buyer and the seller. However, the minimum width of the HDPE geomembrane shall be 5000 mm. A combination of panel width may be used to obtain desired width of geomembrane. Narrow width panels not less than 1000 mm in width may also be used but such pieces shall not exceed 1 piece per roll of finished material of specified width.) |
- |
0.00 |
|
- |
| 7, 7.1
Annex M(COLOUR, SURFACE CHARACTERISTICS AND FREEDOM FROM DEFECTS:
) |
- |
0.00 |
|
- |
| 7, 7.2(COLOUR, SURFACE CHARACTERISTICS
AND FREEDOM FROM DEFECTS) |
- |
0.00 |
|
- |
| 5,3.1,
Table1,x)
Type I / II / III / IV / V /
VI / VII
IS 2530(Carbon black content) |
- |
0.00 |
|
- |
| 5,3.1,
Table 2,xi)
Type I / II / III / IV / V /
VI
IS 2530(Carbon black content) |
- |
0.00 |
|
- |
| 5,3.1,
Table2,iii)
Type I / II / III / IV / V /
VI
Annex K(Lowest individual of 10 thickness value) |
- |
0.00 |
|
- |
| 5,3.1,
Table1,iii)
Type I / II / III / IV / V /
VI / VII
Method A of
IS 13162 (Part 3)(Lowest individual of 10 thickness value) |
- |
0.00 |
|
- |
| 5,3.1,
Table2,iv)
Type I / II / III / IV / V /
VI
Annex L(Average asperity height) |
- |
0.00 |
|
- |
| 5,3.1,
Table 2,v) d)
Type I / II / III / IV / V /
VI
Annex B(Tensile properties:
Breaking elongation) |
- |
0.00 |
|
- |
| 5,3.1,
Table1,xv)
Type I / II / III / IV / V /
VI / VII
Annex J(Stress crack resistance) |
- |
0.00 |
|
- |
| 5,3.1,
Table 2,xvi)
Type I / II / III / IV / V /
VI
Annex J(Stress crack resistance) |
- |
0.00 |
|
- |
| 5,3.1,
Table1,iv) d)
Type I / II / III / IV / V /
VI / VII
Annex B(Tensile properties:
Breaking elongation) |
- |
0.00 |
|
- |
| 5,3.1,
Table1,xii)
Type I / II / III / IV / V /
VI / VII
ISO 11357 (Part 6)
or ASTM D 5885(Oxidative induction time (OIT) :
a) Standard OIT
or
b) High pressure OIT) |
- |
0.00 |
|
- |
| 5,3.1,
Table 2,xiii)
Type I / II / III / IV / V /
VI
ISO 11357 (Part 6)
or ASTM D 5885(Oxidative induction time (OIT) :
a) Standard OIT
or
b) High pressure OIT) |
- |
0.00 |
|
- |
| 5,3.1,
Table1,xiii)
Type I / II / III / IV / V /
VI / VII
Oven method of
IS 7016 (Part 8),
ISO 11357-6 and
ASTM D 5885(Oven ageing at 85°C, Retention of
oxidative induction time (OIT) after
90 days :
a) Standard OIT
or
b) High pressure OIT) |
- |
0.00 |
|
- |
| 5,3.1,
Table 2,xiv)
Type I / II / III / IV / V /
VI
Oven method of
IS 7016 (Part 8),
ISO 11357-6 and
ASTM D 5885(Oven ageing at 85°C, Retention of
oxidative induction time (OIT) after
90 days :
a) Standard OIT
or
b) High pressure OIT) |
- |
0.00 |
|
- |
| 3, 3.1(MATERIAL AND MANUFACTURE) |
- |
0.00 |
|
- |
| 3, 3.2(MATERIAL AND MANUFACTURE
If two or more pieces of geomembranes are used,
the material shall be joined together by a suitable heat
sealing process keeping an overlap of at least 2.5 cm. ) |
- |
0.00 |
|
- |
| 4, 4.1(VARIETY AND TYPES :
Based on the finish, HDPE geomembrane shall be
of following varieties) |
- |
0.00 |
|
- |
| 4.2,4.2.1(Based on the thickness of HDPE geomembrane, the material shall be classified as under) |
- |
0.00 |
|
- |
| 4.2,4.2.2(Based on the thickness of HDPE geomembrane, the material shall be classified as under) |
- |
0.00 |
|
- |
| 5(REQUIREMENTS) |
- |
0.00 |
|
- |
| 5,3.1,
Table 1(Requirements of Smooth HDPE Geomembrane) |
- |
0.00 |
|
- |
| 5,3.1,
Table1,i) a)
Type I / II / III / IV / V /
VI / VII
IS 7016 (Part 1)(Length) |
- |
0.00 |
|
- |
| 5,3.1,
Table1,ii)
Type I / II / III / IV / V /
VI / VII
Method A of
IS 13162 (Part 3)(Average thickness at a pressure of 2 ± 0.01 kPa) |
- |
0.00 |
|
- |
| 5,3.1,
Table1,iv) a)
Type I / II / III / IV / V /
VI / VII
Annex B(Tensile properties:
Yield strength,) |
- |
0.00 |
|
- |
| 5,3.1,
Table1,iv) b)
Type I / II / III / IV / V /
VI / VII
Annex B(Tensile properties:
Breaking strength,) |
- |
0.00 |
|
- |
| 5,3.1,
Table1,iv) c)
Type I / II / III / IV / V /
VI / VII
Annex B(Tensile properties:
Yield elongation) |
- |
0.00 |
|
- |
| 5,3.1,
Table1,v)
Type I / II / III / IV / V /
VI / VII
Annex C(Tear resistance) |
- |
0.00 |
|
- |
| 5,3.1,
Table1,vi)
Type I / II / III / IV / V /
VI / VII
Annex D(Puncture resistanc) |
- |
0.00 |
|
- |
| 5,3.1,
Table1,vii)
Type I / II / III / IV / V /
VI / VII
Annex E(Low temperature crack resistance at minus 30°C±1°C) |
- |
0.00 |
|
- |
| 5,3.1,
Table1,viii)
Type I / II / III / IV / V /
VI / VII
Annex F(Hydrostatic resistance) |
- |
0.00 |
|
- |
| 5,3.1,
Table1,ix)
Type I / II / III / IV / V /
VI / VII
Annex G(Seam strength :
85 percent of the
original actual
fabric strength
or unbreakable
seam) |
- |
0.00 |
|
- |
| 5,3.1,
Table1,xi)
Type I / II / III / IV / V /
VI / VII
IS 2530(Carbon black dispersion) |
- |
0.00 |
|
- |
| 5,3.1,
Table1,xiv)
Type I / II / III / IV / V /
VI / VII
Annex H(Retention of breaking strength after UV exposure of 144 h :
85 percent of the
original actual
fabric strength) |
- |
0.00 |
|
- |
| 5,3.1,
Table 2(Requirements of Textured (Single or Double Sided) HDPE Geomembrane) |
- |
0.00 |
|
- |
| 5,3.1,
Table2,i) a)
Type I / II / III / IV / V /
VI
IS 7016 (Part 1)(Length) |
- |
0.00 |
|
- |
| 5,3.1,
Table 2,i) b)
Type I / II / III / IV / V /
VI
IS 7016 (Part 1)(width) |
- |
0.00 |
|
- |
| 5,3.1,
Table2,ii)
Type I / II / III / IV / V /
VI
Annex K(Average core thickness) |
- |
0.00 |
|
- |
| 5,3.1,
Table 2,v) a)
Type I / II / III / IV / V /
VI
Annex B(Tensile properties:
Yield strength,) |
- |
0.00 |
|
- |
| 5,3.1,
Table 2,v) b)
Type I / II / III / IV / V /
VI
Annex B(Tensile properties:
Breaking strength,) |
- |
0.00 |
|
- |
| 5,3.1,
Table 2,v) c)
Type I / II / III / IV / V /
VI
Annex B(Tensile properties:
Yield elongation) |
- |
0.00 |
|
- |
| 5,3.1,
Table 2,vi) a)
Type I / II / III / IV / V /
VI
Annex C(Tear resistance) |
- |
0.00 |
|
- |
| 5,3.1,
Table 2,vii)
Type I / II / III / IV / V /
VI
Annex D(Puncture resistanc) |
- |
0.00 |
|
- |
| 5,3.1,
Table 2,viii)
Type I / II / III / IV / V /
VI
Annex E(Low temperature crack resistance at minus 30°C±1°C) |
- |
0.00 |
|
- |
| 5,3.1,
Table 2,iX)
Type I / II / III / IV / V /
VI
Annex F(Hydrostatic resistance) |
- |
0.00 |
|
- |
| 5,3.1,
Table 2,x)
Type I / II / III / IV / V /
VI
Annex G(Seam strength :
85 percent of the
original actual
fabric strength
or unbreakable
seam) |
- |
0.00 |
|
- |
| 5,3.1,
Table 2,xii)
Type I / II / III / IV / V /
VI
IS 2530(Carbon black dispersion) |
- |
0.00 |
|
- |
| 5,3.1,
Table 2,xv)
Type I / II / III / IV / V /
VI
Annex H(Retention of breaking strength after UV exposure of 144 h :
85 percent of the
original actual
fabric strength) |
- |
0.00 |
|
- |
| 6(DIMENSIONS AND TOLERANCES
The dimensions of HDPE geomembrane when tested by the method given in IS 7016 (Part 1) shall be as agreed to between the buyer and the seller. However, the minimum width of the HDPE geomembrane shall be 5000 mm. A combination of panel width may be used to obtain desired width of geomembrane. Narrow width panels not less than 1000 mm in width may also be used but such pieces shall not exceed 1 piece per roll of finished material of specified width.) |
- |
0.00 |
|
- |
| 7, 7.1
Annex M(COLOUR, SURFACE CHARACTERISTICS AND FREEDOM FROM DEFECTS:
) |
- |
0.00 |
|
- |
| 7, 7.2(COLOUR, SURFACE CHARACTERISTICS
AND FREEDOM FROM DEFECTS) |
- |
0.00 |
|
- |
| 5,3.1,
Table1,i) b)
Type I / II / III / IV / V /
VI / VII
IS 7016 (Part 1)(width) |
- |
0.00 |
|
- |
|
24 Apr, 2027 |
- - |
| 10488 |
Stellar Test House, Noida
| 8171606
| IS 15885 : Part 2 : Sec 13 (2012) |
Safety of lamp controlgear: Part 2 particular requirements: Sec 13 d.c. or a.c. supplied electronic controlgear for led modules |
- |
40000 View breakup
Rs. 40000/- (10% discount to BIS)
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 7(Marking) |
- |
1000 |
|
- |
| 8(Protection against accidental contact with live parts) |
- |
2000 |
|
- |
| 9(Terminals) |
- |
2500 |
|
- |
| 11(MOISTURE RESISTANCE AND INSULATION) |
- |
3000 |
|
- |
| 12(Electric Strength) |
- |
3000 |
|
- |
| 14(Fault conditions) |
- |
3000 |
|
- |
| 15(Transformer heating) |
- |
3000 |
|
- |
| 16(Construction) |
- |
4000 |
|
- |
| 17(Creepage distance and clearances) |
- |
4000 |
|
- |
| 18(Screws, current carrying parts and connections) |
- |
2500 |
|
- |
| 19(Resistance to heat, fire and tracking) |
- |
5000 |
|
- |
| 20(Resistance to corrosion) |
- |
5000 |
|
- |
|
26 Sep, 2028 |
- Included w.e.f. 19.12.2023
Up to 300V AC, 50 Hz. Exclusion: Components: Enclosure, Bridging resistor in primary circuit, capacitor and RC units, RF suppression (X-Y capacitors), Inductor, MOV/VDR, SMPS/Mains Transformer, PCB for LED, Transparaent cover, Bobbin, Insulated tape, heat shrinkage sleeve, Connector, Fuse, Ointernal Wire, LED, Optocoupler, EMI/EMC filter, winding wire, thin sheet materials (Cl.16,19) |
| 10489 |
Regional Reference Standards Laboratory, Bangalore
| 6133034
| IS 9281 : Part 3 (1981) |
Specification for electronic weighing systems: Part 3 requirements |
0 |
25000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 3.1 Table 1 Sl. No.11(Accuracy - IS : 9281 ( Part II )-1979) |
- |
25000 |
|
- |
|
- |
- - |
| 10490 |
Stellar Test House, Noida
| 8171606
| IS 1237 (2012) |
Cement Concrete Flooring Tiles - Specification |
- |
9000 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 |
|
- |
| 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.) |
- |
700 |
|
- |
| Cl 12.5(Water absorption) |
- |
1500 |
|
- |
| Cl 12.6(Wet transverse strength ) |
- |
2000 |
|
- |
| Cl 12.7(Resistance to wear) |
- |
2000 |
|
- |
| Cl 11(Suface Finish) |
- |
500 |
|
- |
| Cl 12.4(Shall not exceed 1 percent of the length of the edge.) |
- |
500 |
|
- |
| Cl 12.2(Concavity & Convexity ) |
- |
500 |
|
- |
|
26 Sep, 2028 |
- Included w.e.f. 28.03.2024 |
| 10491 |
Central Institute of Petrochemicals Engineering & Technology (CIPET), CSTS - Dehradun
| 9178004
| IS 4985 (2021) |
UNPLASTICIZED PVC PIPES FOR POTABLE WATER SUPPLIES SPECIFICATION Fourth Revision |
- |
28100.00 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 7.2.1.1 Table3(Angle of taper (Note-1)) |
- |
500.00 |
|
TOTAL DIMENSION HAVE SINGLE CHARGE- 500.00 |
| Cl-7.1(Mean out side Diameter (For less than or equal to 40 mm- Average of 8 , For higher diameters up to 110 mm average of 6)) |
- |
0.00 |
|
TOTAL DIMENSION HAVE SINGLE CHARGE- 500.00 |
| 7.1.1.1(DIMENSIONS-PIPE-Mean O.D. (Minimum)) |
- |
0.00 |
|
TOTAL DIMENSION HAVE SINGLE CHARGE- 500.00 |
| 7.1.1.1(DIMENSIONS-PIPE-Mean O.D. (Mamimum)) |
- |
0.00 |
|
TOTAL DIMENSION HAVE SINGLE CHARGE- 500.00 |
| 7.1.1.2(DIMENSIONS-PIPE-O.D. at any Point (Minimum)) |
- |
0.00 |
|
TOTAL DIMENSION HAVE SINGLE CHARGE- 500.00 |
| 7.1.1.2(DIMENSIONS-PIPE-O.D. at any Point (Maximum)) |
- |
0.00 |
|
TOTAL DIMENSION HAVE SINGLE CHARGE- 500.00 |
| 7.1.1.2(DIMENSIONS-PIPE-Ovality (Maximum)) |
- |
0.00 |
|
TOTAL DIMENSION HAVE SINGLE CHARGE- 500.00 |
| 7.1.2.1(DIMENSIONS-PIPE-Thickness(Minimum)) |
- |
0.00 |
|
TOTAL DIMENSION HAVE SINGLE CHARGE- 500.00 |
| 7.1.2.1(DIMENSIONS-PIPE-Thickness(Maximum)) |
- |
0.00 |
|
TOTAL DIMENSION HAVE SINGLE CHARGE- 500.00 |
| 7.1.2.1(DIMENSIONS-PIPE-Average Thickness) |
- |
0.00 |
|
TOTAL DIMENSION HAVE SINGLE CHARGE- 500.00 |
| Cl- 7.2(Socket length (Take 4 reading & minimum will be reported)) |
- |
0.00 |
|
TOTAL DIMENSION HAVE SINGLE CHARGE- 500.00 |
| 8(SEALING RINGS) |
- |
500.00 |
|
- |
| 9.1(PIPE ENDS) |
- |
0.00 |
|
- |
| 10.1(PHYSICAL AND CHEMICAL CHARACTERISTICS-Visual Appearance) |
- |
500.00 |
|
- |
| 10.2(PHYSICAL AND CHEMICAL CHARACTERISTICS-Opacity) |
- |
700.00 |
|
- |
| 10.4(PHYSICAL AND CHEMICAL CHARACTERISTICS- Reversion Test) |
- |
1200.00 |
|
Testing Charge-700.00
SPECIMEN PREPARATION CHARGE- 500.00 |
| 10.5(PHYSICAL AND CHEMICAL CHARACTERISTICS- Vicat Softening Temperature) |
- |
1100.00 |
|
- |
| 10.6(PHYSICAL AND CHEMICAL CHARACTERISTICS- Density) |
- |
700.00 |
|
- |
| 11.1-Table 6(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Type Test)) |
- |
11000.00 |
|
- |
| 11.1-Table 6(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Acceptance Test)) |
- |
850.00 |
|
- |
| 11.1-Table 7(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Type Test)-for Integral Sealing Ring Sockets) |
- |
11000.00 |
|
- |
| 11.1-Table 7(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Acceptance Test)-for Integral Sealing Ring Sockets) |
- |
850.00 |
|
- |
| 11.2(Resistance to External Blows at 0°C) |
- |
1500.00 |
|
Test Charges 1000
Specimen Preparation Charges 500 |
| 10.3(Effect on Water Test) |
- |
3000.00 |
|
- |
| 6.1.2(PVC Resin) |
- |
1100.00 |
|
Applicable on Raw material (Optional) K-VALUE- 1100.00 |
| 6.1.1(VCM Content) |
- |
3000.00 |
|
Applicable on Raw material (Optional) |
| 10.7(Sulphated Ash Content) |
- |
1200.00 |
|
- |
| 10.1(Colour) |
- |
500.00 |
|
- |
| 10.1(Surface Finish) |
- |
0.00 |
|
- |
| 5(CLASSIFICATION OF PIPES) |
- |
0.00 |
|
- |
| 7.1.1.1(DIMENSIONS-PIPE-Mean O.D. Variation) |
- |
0.00 |
|
Test Charges for above parameter has been already taken above. |
| 7.2.1(DIMENSIONS-Socket) |
- |
0.00 |
|
Test Charges for above parameter has been already taken above. |
| 7.2.1.1-Table 3(DIMENSIONS-Socket-Sockets for solvent cement jointing-Minimum Length) |
- |
0.00 |
|
Test Charges for above parameter has been already taken above. |
| 7.2.1.1-Table 3(DIMENSIONS-Socket-Sockets for solvent cement jointing-Diameter at mid point of the socket length (Minimum)) |
- |
0.00 |
|
Test Charges for above parameter has been already taken above. |
| 7.2.1.1-Table 3(DIMENSIONS-Socket-Sockets for solvent cement jointing-Diameter at mid point of the socket length (Maximum)) |
- |
0.00 |
|
Test Charges for above parameter has been already taken above. |
| 7.2.1.2(a)-Table 5(DIMENSIONS-Sockets for elastomeric sealing ring joints-Minimum depth of engagement) |
- |
0.00 |
|
Test Charges for above parameter has been already taken above. |
| 7.2.1.2-Table 4(DIMENSIONS-Sockets for elastomeric sealing ring joints-Socket inner Diameter) |
- |
0.00 |
|
Test Charges for above parameter has been already taken above. |
| 10.1.1(PHYSICAL AND CHEMICAL CHARACTERISTICS-Visual Appearance) |
- |
0.00 |
|
Test Charges for above parameter has been already taken above. |
| 11.1.1(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Acceptance Test)-for Plumbing pipes) |
- |
0.00 |
|
Test Charges for above parameter has been already taken above. |
| 7.1.3(mean outside diameter, outside diameter at
any point, and wall thickness of plumbing pipes) |
- |
0.00 |
|
Test Charges for above parameter has been already taken above. |
| 7.1.4(Length) |
- |
0.00 |
|
Test Charges for above parameter has been already taken above. |
| 7.2.1.2b(Maximum inner diameter of groove) |
- |
0.00 |
|
Test Charges for above parameter has been already taken above. |
| 13.1(Marking) |
- |
0.00 |
|
- |
|
24 Apr, 2027 |
- Exclusion: Cl 6.1.1 (VCM Content) |
| 10492 |
Ace Test Labs & Metrology Pvt. Ltd., Sonipat
| 9162826
| IS 4250 (1980) |
Specification for domestic electric food - Mixers (Liquidizers And Grinders) (First Revision) |
- |
12000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 6(Classification- IS 302-1 ) |
- |
2000 |
|
- |
| 6(Classification- IS 302-1) |
- |
2000 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
2000 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
2000 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
2000 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
2000 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
2000 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
2000 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
2000 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
2000 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
2000 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
2000 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
2000 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
2000 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
2000 |
|
- |
| 7.2(Marking) |
- |
2000 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
2000 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
2000 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
2000 |
|
- |
| 7.4(Marking) |
- |
2000 |
|
- |
| 7.5(Marking) |
- |
2000 |
|
- |
| 7.6(Marking) |
- |
2000 |
|
- |
| 8( Protection Against Electric Shock, IS 302-1) |
- |
2000 |
|
- |
| 9(Starting, IS 302-1) |
- |
5000 |
|
- |
| 10(Power Input and Current, IS 302-1) |
- |
5000 |
|
- |
| 11(Heating, IS 302-1) |
- |
5000 |
|
- |
| 11(Heating, IS 302-1) |
- |
5000 |
|
- |
| 11(Heating, IS 302-1) |
- |
5000 |
|
- |
| 11(Heating, IS 302-1) |
- |
5000 |
|
- |
| 11(Heating, IS 302-1) |
- |
5000 |
|
- |
| 13(Electrical Insulation and Leakage Current at Operating Temperature: Leakage current, IS 302-1) |
- |
5000 |
|
- |
| 13(Electrical Insulation and Leakage Current at Operating Temperature: High Voltage, IS 302-1) |
- |
5000 |
|
- |
| 14(Transient Over Voltages, IS 302-1) |
- |
5000 |
|
- |
| 15(Moisture Resistance, IS 302-1) |
- |
10000 |
|
- |
| 15.1(Moisture Resistance, IS 302-1) |
- |
10000 |
|
- |
| 15.2(Moisture Resistance-Spillage test) |
- |
10000 |
|
- |
| 16(Electrical Insulation and Leakage Current at Operating Temperature: Leakage current, IS 302-1) |
- |
5000 |
|
- |
| 16(Electrical Insulation and Leakage Current at Operating Temperature: High Voltage, IS 302-1) |
- |
5000 |
|
- |
| 19(Abnormal Operation, IS 302-1) |
- |
5000 |
|
- |
| 19(Abnormal Operation, IS 302-1) |
- |
5000 |
|
- |
| 19(Abnormal Operation, IS 302-1) |
- |
5000 |
|
- |
| 19(Abnormal Operation, IS 302-1) |
- |
5000 |
|
- |
| 20(Stability & Mechanical Hazards, IS 302-1) |
- |
5000 |
|
- |
| 20(Stability & Mechanical Hazards, IS 302-1) |
- |
5000 |
|
- |
| 21(Mechanical Strength, IS 302-1) |
- |
5000 |
|
- |
| 21(Mechanical Strength, IS 302-1) |
- |
5000 |
|
- |
| 22.1(Construction, IS 302-1) |
- |
5000 |
|
- |
| 22.2(Construction) |
- |
5000 |
|
- |
| 22.3(Construction) |
- |
5000 |
|
- |
| 22.4(Construction) |
- |
5000 |
|
- |
| 22.5(Construction) |
- |
5000 |
|
- |
| 22.6(Construction) |
- |
5000 |
|
- |
| 22.8(Construction) |
- |
5000 |
|
- |
| 22.9(Construction) |
- |
5000 |
|
- |
| 22.1(Construction) |
- |
5000 |
|
- |
| 23(Internal Wiring, IS 302-1) |
- |
5000 |
|
- |
| 23(Internal Wiring, IS 302-1) |
- |
5000 |
|
- |
| 23(Internal Wiring, IS 302-1) |
- |
5000 |
|
- |
| 23(Internal Wiring, IS 302-1) |
- |
5000 |
|
- |
| 23(Internal Wiring, IS 302-1) |
- |
5000 |
|
- |
| 23(Internal Wiring, IS 302-1) |
- |
5000 |
|
- |
| 23(Internal Wiring, IS 302-1) |
- |
5000 |
|
- |
| 23(Internal Wiring, IS 302-1) |
- |
5000 |
|
- |
| 23(Internal Wiring, IS 302-1) |
- |
5000 |
|
- |
| 23(Internal Wiring, IS 302-1) |
- |
5000 |
|
- |
| 24.1(Components, IS 302-1) |
- |
5000 |
|
- |
| 24.1(Components, IS 302-1) |
- |
5000 |
|
- |
| 24.1(Components, IS 302-1) |
- |
5000 |
|
- |
| 24.1(Components, IS 302-1) |
- |
5000 |
|
- |
| 24.2(Components) |
- |
5000 |
|
- |
| 24.4(Components) |
- |
5000 |
|
- |
| 24.5(Components) |
- |
5000 |
|
- |
| 24.7(Components) |
- |
5000 |
|
- |
| 24.8(Components) |
- |
5000 |
|
- |
| 24.9(Components) |
- |
5000 |
|
- |
| 25(Supply Connection and External Flexible Cords, IS 302-1) |
- |
5000 |
|
- |
| 25(Supply Connection and External Flexible Cords, IS 302-1) |
- |
5000 |
|
- |
| 25(Supply Connection and External Flexible Cords, IS 302-1) |
- |
5000 |
|
- |
| 25(Supply Connection and External Flexible Cords, IS 302-1) |
- |
5000 |
|
- |
| 25(Supply Connection and External Flexible Cords, IS 302-1) |
- |
5000 |
|
- |
| 25(Supply Connection and External Flexible Cords, IS 302-1) |
- |
5000 |
|
- |
| 25(Supply Connection and External Flexible Cords, IS 302-1) |
- |
5000 |
|
- |
| 25(Supply Connection and External Flexible Cords, IS 302-1) |
- |
5000 |
|
- |
| 25(Supply Connection and External Flexible Cords, IS 302-1) |
- |
5000 |
|
- |
| 25(Supply Connection and External Flexible Cords, IS 302-1) |
- |
5000 |
|
- |
| 25(Supply Connection and External Flexible Cords, IS 302-1) |
- |
5000 |
|
- |
| 25(Supply Connection and External Flexible Cords, IS 302-1) |
- |
5000 |
|
- |
| 25(Supply Connection and External Flexible Cords, IS 302-1) |
- |
5000 |
|
- |
| 25(Supply Connection and External Flexible Cords, IS 302-1) |
- |
5000 |
|
- |
| 26(Terminals for External Conductors, IS 302-1) |
- |
5000 |
|
- |
| 27(Provision for Earthing, IS 302-1) |
- |
5000 |
|
- |
| 27(Provision for Earthing, IS 302-1) |
- |
5000 |
|
- |
| 27(Provision for Earthing, IS 302-1) |
- |
5000 |
|
- |
| 27(Provision for Earthing, IS 302-1) |
- |
5000 |
|
- |
| 27(Provision for Earthing, IS 302-1) |
- |
5000 |
|
- |
| 28(Screws & Connections, IS 302-1) |
- |
5000 |
|
- |
| 29(Clearances and Distances through Insulation, IS 302-1) |
- |
5000 |
|
- |
| 29(Clearances and Distances through Insulation, IS 302-1) |
- |
5000 |
|
- |
| 30(Resistance to Heat, Fire, Tracking, IS 302-1) |
- |
5000 |
|
- |
| 30(Resistance to Heat, Fire, Tracking, IS 302-1) |
- |
5000 |
|
- |
| 31(Resistance of Rusting, IS 302-1) |
- |
5000 |
|
- |
| 34.2(Operational tests- Grinding coffee (for machines which have a dry grinding arrangement)) |
- |
5000 |
|
- |
| 34.2(Operational tests- Grinding coffee (for machines which have a dry grinding arrangement)) |
- |
5000 |
|
- |
| 34.2(Operational tests- Grinding coffee (for machines which have a dry grinding arrangement)) |
- |
5000 |
|
- |
| 34.3(Whisking egg whites ) |
- |
5000 |
|
- |
| 34.4(IDLI batter-Grinding of black gram) |
- |
5000 |
|
- |
| 34.4(IDLI batter-Grinding of rice) |
- |
5000 |
|
- |
| 34.4(IDLI batter-Grinding of rice) |
- |
5000 |
|
- |
| 34.4(IDLI batter-Grinding of rice) |
- |
5000 |
|
- |
| 34.5.1 (a)(Operational test for juicers ) |
- |
5000 |
|
- |
| 34.5.1 (b)(Operational test for juicers ) |
- |
5000 |
|
- |
| 34.5.2(Operational test for juicers ) |
- |
5000 |
|
- |
| 35(Temperature withstand test for bowl) |
- |
5000 |
|
- |
| 36(Test for controls ) |
- |
5000 |
|
- |
| 37(Strength of Assembly ) |
- |
5000 |
|
- |
| 37(Strength of Assembly ) |
- |
5000 |
|
- |
| Cl 37(Strength of assembly) |
- |
5000 |
|
- |
| Cl 36(Test for controls) |
- |
5000 |
|
- |
| Cl 35(Temperature withstand test for bowl) |
- |
5000 |
|
- |
| Cl 34(Operational Tests) |
- |
5000 |
|
- |
| Cl.32(Radiation, toxicity and similar hazards) |
- |
5000 |
|
- |
| Cl.31(Resistance to rusting) |
- |
5000 |
|
- |
| Cl.30(Resistance to heat and fire) |
- |
5000 |
|
- |
| CL.29(Clearances, Creepage distances and Solid Insulation) |
- |
5000 |
|
- |
| Cl.28(Screws and connections) |
- |
5000 |
|
- |
| Cl.27(Provision for Earthing) |
- |
5000 |
|
- |
| Cl.26(Terminals for external conductors) |
- |
5000 |
|
- |
| Cl.25(Supply connection and external flexible cords) |
- |
5000 |
|
- |
| Cl.24(Components) |
- |
5000 |
|
- |
| Cl.23(Internal wiring) |
- |
5000 |
|
- |
| Cl.22(Construction) |
- |
5000 |
|
- |
| Cl.21(Mechanical Strength) |
- |
5000 |
|
- |
| Cl.20(Stability & Mechanical Hazards) |
- |
5000 |
|
- |
| Cl.19(Abnormal operation) |
- |
5000 |
|
- |
| Cl.18(Endurance) |
- |
5000 |
|
- |
| Cl. 16(Leakage current and Electric strength) |
- |
5000 |
|
- |
| Cl.15(Moisture Resistance) |
- |
5000 |
|
- |
| Cl.14(Transient Over voltage) |
- |
5000 |
|
- |
| Cl.13(Leakage current and Electric strength at operating temperature) |
- |
5000 |
|
- |
| Cl.11(Temperature rise/ Heating) |
- |
5000 |
|
- |
| Cl.10(Power Input and Current) |
- |
5000 |
|
- |
| Cl.8(Protection against access to live parts/ Protection against electric shock) |
- |
2000 |
|
- |
| Cl. 7(Marking and instructions) |
- |
2000 |
|
- |
| Cl. 6(Classification) |
- |
2000 |
|
- |
| 6(Classification- IS 302-1 ) |
- |
2000 |
|
- |
| 6(Classification- IS 302-1) |
- |
2000 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
2000 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
2000 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
2000 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
2000 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
2000 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
2000 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
2000 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
2000 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
2000 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
2000 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
2000 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
2000 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
2000 |
|
- |
| 7.2(Marking) |
- |
2000 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
2000 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
2000 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
2000 |
|
- |
| 7.4(Marking) |
- |
2000 |
|
- |
| 7.5(Marking) |
- |
2000 |
|
- |
| 7.6(Marking) |
- |
2000 |
|
- |
| 8( Protection Against Electric Shock, IS 302-1) |
- |
2000 |
|
- |
| 9(Starting, IS 302-1) |
- |
5000 |
|
- |
| 10(Power Input and Current, IS 302-1) |
- |
5000 |
|
- |
| 11(Heating, IS 302-1) |
- |
5000 |
|
- |
| 11(Heating, IS 302-1) |
- |
5000 |
|
- |
| 11(Heating, IS 302-1) |
- |
5000 |
|
- |
| 11(Heating, IS 302-1) |
- |
5000 |
|
- |
| 11(Heating, IS 302-1) |
- |
5000 |
|
- |
| 13(Electrical Insulation and Leakage Current at Operating Temperature: Leakage current, IS 302-1) |
- |
5000 |
|
- |
| 13(Electrical Insulation and Leakage Current at Operating Temperature: High Voltage, IS 302-1) |
- |
5000 |
|
- |
| 14(Transient Over Voltages, IS 302-1) |
- |
5000 |
|
- |
| 15(Moisture Resistance, IS 302-1) |
- |
10000 |
|
- |
| 15.1(Moisture Resistance, IS 302-1) |
- |
10000 |
|
- |
| 15.2(Moisture Resistance-Spillage test) |
- |
10000 |
|
- |
| 16(Electrical Insulation and Leakage Current at Operating Temperature: Leakage current, IS 302-1) |
- |
5000 |
|
- |
| 16(Electrical Insulation and Leakage Current at Operating Temperature: High Voltage, IS 302-1) |
- |
5000 |
|
- |
| 19(Abnormal Operation, IS 302-1) |
- |
5000 |
|
- |
| 19(Abnormal Operation, IS 302-1) |
- |
5000 |
|
- |
| 19(Abnormal Operation, IS 302-1) |
- |
5000 |
|
- |
| 19(Abnormal Operation, IS 302-1) |
- |
5000 |
|
- |
| 20(Stability & Mechanical Hazards, IS 302-1) |
- |
5000 |
|
- |
| 20(Stability & Mechanical Hazards, IS 302-1) |
- |
5000 |
|
- |
| 21(Mechanical Strength, IS 302-1) |
- |
5000 |
|
- |
| 21(Mechanical Strength, IS 302-1) |
- |
5000 |
|
- |
| 22.1(Construction, IS 302-1) |
- |
5000 |
|
- |
| 22.2(Construction) |
- |
5000 |
|
- |
| 22.3(Construction) |
- |
5000 |
|
- |
| 22.4(Construction) |
- |
5000 |
|
- |
| 22.5(Construction) |
- |
5000 |
|
- |
| 22.6(Construction) |
- |
5000 |
|
- |
| 22.8(Construction) |
- |
5000 |
|
- |
| 22.9(Construction) |
- |
5000 |
|
- |
| 22.1(Construction) |
- |
5000 |
|
- |
| 23(Internal Wiring, IS 302-1) |
- |
5000 |
|
- |
| 23(Internal Wiring, IS 302-1) |
- |
5000 |
|
- |
| 23(Internal Wiring, IS 302-1) |
- |
5000 |
|
- |
| 23(Internal Wiring, IS 302-1) |
- |
5000 |
|
- |
| 23(Internal Wiring, IS 302-1) |
- |
5000 |
|
- |
| 23(Internal Wiring, IS 302-1) |
- |
5000 |
|
- |
| 23(Internal Wiring, IS 302-1) |
- |
5000 |
|
- |
| 23(Internal Wiring, IS 302-1) |
- |
5000 |
|
- |
| 23(Internal Wiring, IS 302-1) |
- |
5000 |
|
- |
| 23(Internal Wiring, IS 302-1) |
- |
5000 |
|
- |
| 24.1(Components, IS 302-1) |
- |
5000 |
|
- |
| 24.1(Components, IS 302-1) |
- |
5000 |
|
- |
| 24.1(Components, IS 302-1) |
- |
5000 |
|
- |
| 24.1(Components, IS 302-1) |
- |
5000 |
|
- |
| 24.2(Components) |
- |
5000 |
|
- |
| 24.4(Components) |
- |
5000 |
|
- |
| 24.5(Components) |
- |
5000 |
|
- |
| 24.7(Components) |
- |
5000 |
|
- |
| 24.8(Components) |
- |
5000 |
|
- |
| 24.9(Components) |
- |
5000 |
|
- |
| 25(Supply Connection and External Flexible Cords, IS 302-1) |
- |
5000 |
|
- |
| 25(Supply Connection and External Flexible Cords, IS 302-1) |
- |
5000 |
|
- |
| 25(Supply Connection and External Flexible Cords, IS 302-1) |
- |
5000 |
|
- |
| 25(Supply Connection and External Flexible Cords, IS 302-1) |
- |
5000 |
|
- |
| 25(Supply Connection and External Flexible Cords, IS 302-1) |
- |
5000 |
|
- |
| 25(Supply Connection and External Flexible Cords, IS 302-1) |
- |
5000 |
|
- |
| 25(Supply Connection and External Flexible Cords, IS 302-1) |
- |
5000 |
|
- |
| 25(Supply Connection and External Flexible Cords, IS 302-1) |
- |
5000 |
|
- |
| 25(Supply Connection and External Flexible Cords, IS 302-1) |
- |
5000 |
|
- |
| 25(Supply Connection and External Flexible Cords, IS 302-1) |
- |
5000 |
|
- |
| 25(Supply Connection and External Flexible Cords, IS 302-1) |
- |
5000 |
|
- |
| 25(Supply Connection and External Flexible Cords, IS 302-1) |
- |
5000 |
|
- |
| 25(Supply Connection and External Flexible Cords, IS 302-1) |
- |
5000 |
|
- |
| 25(Supply Connection and External Flexible Cords, IS 302-1) |
- |
5000 |
|
- |
| 26(Terminals for External Conductors, IS 302-1) |
- |
5000 |
|
- |
| 27(Provision for Earthing, IS 302-1) |
- |
5000 |
|
- |
| 27(Provision for Earthing, IS 302-1) |
- |
5000 |
|
- |
| 27(Provision for Earthing, IS 302-1) |
- |
5000 |
|
- |
| 27(Provision for Earthing, IS 302-1) |
- |
5000 |
|
- |
| 27(Provision for Earthing, IS 302-1) |
- |
5000 |
|
- |
| 28(Screws & Connections, IS 302-1) |
- |
5000 |
|
- |
| 29(Clearances and Distances through Insulation, IS 302-1) |
- |
5000 |
|
- |
| 29(Clearances and Distances through Insulation, IS 302-1) |
- |
5000 |
|
- |
| 30(Resistance to Heat, Fire, Tracking, IS 302-1) |
- |
5000 |
|
- |
| 30(Resistance to Heat, Fire, Tracking, IS 302-1) |
- |
5000 |
|
- |
| 31(Resistance of Rusting, IS 302-1) |
- |
5000 |
|
- |
| 34.2(Operational tests- Grinding coffee (for machines which have a dry grinding arrangement)) |
- |
5000 |
|
- |
| 34.2(Operational tests- Grinding coffee (for machines which have a dry grinding arrangement)) |
- |
5000 |
|
- |
| 34.2(Operational tests- Grinding coffee (for machines which have a dry grinding arrangement)) |
- |
5000 |
|
- |
| 34.3(Whisking egg whites ) |
- |
5000 |
|
- |
| 34.4(IDLI batter-Grinding of black gram) |
- |
5000 |
|
- |
| 34.4(IDLI batter-Grinding of rice) |
- |
5000 |
|
- |
| 34.4(IDLI batter-Grinding of rice) |
- |
5000 |
|
- |
| 34.4(IDLI batter-Grinding of rice) |
- |
5000 |
|
- |
| 34.5.1 (a)(Operational test for juicers ) |
- |
5000 |
|
- |
| 34.5.1 (b)(Operational test for juicers ) |
- |
5000 |
|
- |
| 34.5.2(Operational test for juicers ) |
- |
5000 |
|
- |
| 35(Temperature withstand test for bowl) |
- |
5000 |
|
- |
| 36(Test for controls ) |
- |
5000 |
|
- |
| 37(Strength of Assembly ) |
- |
5000 |
|
- |
| 37(Strength of Assembly ) |
- |
5000 |
|
- |
| 6(Classification- IS 302-1 ) |
- |
2000 |
|
- |
| 6(Classification- IS 302-1) |
- |
2000 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
2000 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
2000 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
2000 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
2000 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
2000 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
2000 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
2000 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
2000 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
2000 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
2000 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
2000 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
2000 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
2000 |
|
- |
| 7.2(Marking) |
- |
2000 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
2000 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
2000 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
2000 |
|
- |
| 7.4(Marking) |
- |
2000 |
|
- |
| 7.5(Marking) |
- |
2000 |
|
- |
| 7.6(Marking) |
- |
2000 |
|
- |
| 8( Protection Against Electric Shock, IS 302-1) |
- |
2000 |
|
- |
| 9(Starting, IS 302-1) |
- |
5000 |
|
- |
| 10(Power Input and Current, IS 302-1) |
- |
5000 |
|
- |
| 11(Heating, IS 302-1) |
- |
5000 |
|
- |
| 11(Heating, IS 302-1) |
- |
5000 |
|
- |
| 11(Heating, IS 302-1) |
- |
5000 |
|
- |
| 11(Heating, IS 302-1) |
- |
5000 |
|
- |
| 11(Heating, IS 302-1) |
- |
5000 |
|
- |
| 13(Electrical Insulation and Leakage Current at Operating Temperature: Leakage current, IS 302-1) |
- |
5000 |
|
- |
| 13(Electrical Insulation and Leakage Current at Operating Temperature: High Voltage, IS 302-1) |
- |
5000 |
|
- |
| 14(Transient Over Voltages, IS 302-1) |
- |
5000 |
|
- |
| 15(Moisture Resistance, IS 302-1) |
- |
10000 |
|
- |
| 15.1(Moisture Resistance, IS 302-1) |
- |
10000 |
|
- |
| 15.2(Moisture Resistance-Spillage test) |
- |
10000 |
|
- |
| 16(Electrical Insulation and Leakage Current at Operating Temperature: Leakage current, IS 302-1) |
- |
5000 |
|
- |
| 16(Electrical Insulation and Leakage Current at Operating Temperature: High Voltage, IS 302-1) |
- |
5000 |
|
- |
| 19(Abnormal Operation, IS 302-1) |
- |
5000 |
|
- |
| 19(Abnormal Operation, IS 302-1) |
- |
5000 |
|
- |
| 19(Abnormal Operation, IS 302-1) |
- |
5000 |
|
- |
| 19(Abnormal Operation, IS 302-1) |
- |
5000 |
|
- |
| 20(Stability & Mechanical Hazards, IS 302-1) |
- |
5000 |
|
- |
| 20(Stability & Mechanical Hazards, IS 302-1) |
- |
5000 |
|
- |
| 21(Mechanical Strength, IS 302-1) |
- |
5000 |
|
- |
| 21(Mechanical Strength, IS 302-1) |
- |
5000 |
|
- |
| 22.1(Construction, IS 302-1) |
- |
5000 |
|
- |
| 22.2(Construction) |
- |
5000 |
|
- |
| 22.3(Construction) |
- |
5000 |
|
- |
| 22.4(Construction) |
- |
5000 |
|
- |
| 22.5(Construction) |
- |
5000 |
|
- |
| 22.6(Construction) |
- |
5000 |
|
- |
| 22.8(Construction) |
- |
5000 |
|
- |
| 22.9(Construction) |
- |
5000 |
|
- |
| 22.1(Construction) |
- |
5000 |
|
- |
| 23(Internal Wiring, IS 302-1) |
- |
5000 |
|
- |
| 23(Internal Wiring, IS 302-1) |
- |
5000 |
|
- |
| 23(Internal Wiring, IS 302-1) |
- |
5000 |
|
- |
| 23(Internal Wiring, IS 302-1) |
- |
5000 |
|
- |
| 23(Internal Wiring, IS 302-1) |
- |
5000 |
|
- |
| 23(Internal Wiring, IS 302-1) |
- |
5000 |
|
- |
| 23(Internal Wiring, IS 302-1) |
- |
5000 |
|
- |
| 23(Internal Wiring, IS 302-1) |
- |
5000 |
|
- |
| 23(Internal Wiring, IS 302-1) |
- |
5000 |
|
- |
| 23(Internal Wiring, IS 302-1) |
- |
5000 |
|
- |
| 24.1(Components, IS 302-1) |
- |
5000 |
|
- |
| 24.1(Components, IS 302-1) |
- |
5000 |
|
- |
| 24.1(Components, IS 302-1) |
- |
5000 |
|
- |
| 24.1(Components, IS 302-1) |
- |
5000 |
|
- |
| 24.2(Components) |
- |
5000 |
|
- |
| 24.4(Components) |
- |
5000 |
|
- |
| 24.5(Components) |
- |
5000 |
|
- |
| 24.6(Components) |
- |
5000 |
|
- |
| 24.7(Components) |
- |
5000 |
|
- |
| 24.8(Components) |
- |
5000 |
|
- |
| 24.9(Components) |
- |
5000 |
|
- |
| 25(Supply Connection and External Flexible Cords, IS 302-1) |
- |
5000 |
|
- |
| 25(Supply Connection and External Flexible Cords, IS 302-1) |
- |
5000 |
|
- |
| 25(Supply Connection and External Flexible Cords, IS 302-1) |
- |
5000 |
|
- |
| 25(Supply Connection and External Flexible Cords, IS 302-1) |
- |
5000 |
|
- |
| 25(Supply Connection and External Flexible Cords, IS 302-1) |
- |
5000 |
|
- |
| 25(Supply Connection and External Flexible Cords, IS 302-1) |
- |
5000 |
|
- |
| 25(Supply Connection and External Flexible Cords, IS 302-1) |
- |
5000 |
|
- |
| 25(Supply Connection and External Flexible Cords, IS 302-1) |
- |
5000 |
|
- |
| 25(Supply Connection and External Flexible Cords, IS 302-1) |
- |
5000 |
|
- |
| 25(Supply Connection and External Flexible Cords, IS 302-1) |
- |
5000 |
|
- |
| 25(Supply Connection and External Flexible Cords, IS 302-1) |
- |
5000 |
|
- |
| 25(Supply Connection and External Flexible Cords, IS 302-1) |
- |
5000 |
|
- |
| 25(Supply Connection and External Flexible Cords, IS 302-1) |
- |
5000 |
|
- |
| 25(Supply Connection and External Flexible Cords, IS 302-1) |
- |
5000 |
|
- |
| 26(Terminals for External Conductors, IS 302-1) |
- |
5000 |
|
- |
| 27(Provision for Earthing, IS 302-1) |
- |
5000 |
|
- |
| 27(Provision for Earthing, IS 302-1) |
- |
5000 |
|
- |
| 27(Provision for Earthing, IS 302-1) |
- |
5000 |
|
- |
| 27(Provision for Earthing, IS 302-1) |
- |
5000 |
|
- |
| 27(Provision for Earthing, IS 302-1) |
- |
5000 |
|
- |
| 28(Screws & Connections, IS 302-1) |
- |
5000 |
|
- |
| 29(Clearances and Distances through Insulation, IS 302-1) |
- |
5000 |
|
- |
| 29(Clearances and Distances through Insulation, IS 302-1) |
- |
5000 |
|
- |
| 30(Resistance to Heat, Fire, Tracking, IS 302-1) |
- |
5000 |
|
- |
| 30(Resistance to Heat, Fire, Tracking, IS 302-1) |
- |
5000 |
|
- |
| 31(Resistance of Rusting, IS 302-1) |
- |
5000 |
|
- |
| 34.2(Operational tests- Grinding coffee (for machines which have a dry grinding arrangement)) |
- |
5000 |
|
- |
| 34.2(Operational tests- Grinding coffee (for machines which have a dry grinding arrangement)) |
- |
5000 |
|
- |
| 34.2(Operational tests- Grinding coffee (for machines which have a dry grinding arrangement)) |
- |
5000 |
|
- |
| 34.3(Whisking egg whites ) |
- |
5000 |
|
- |
| 34.4(IDLI batter-Grinding of black gram) |
- |
5000 |
|
- |
| 34.4(IDLI batter-Grinding of rice) |
- |
5000 |
|
- |
| 34.4(IDLI batter-Grinding of rice) |
- |
5000 |
|
- |
| 34.4(IDLI batter-Grinding of rice) |
- |
5000 |
|
- |
| 34.5.1 (a)(Operational test for juicers ) |
- |
5000 |
|
- |
| 34.5.1 (b)(Operational test for juicers ) |
- |
5000 |
|
- |
| 34.5.2(Operational test for juicers ) |
- |
5000 |
|
- |
| 35(Temperature withstand test for bowl) |
- |
5000 |
|
- |
| 36(Test for controls ) |
- |
5000 |
|
- |
| 37(Strength of Assembly ) |
- |
5000 |
|
- |
| 37(Strength of Assembly ) |
- |
5000 |
|
- |
| 6(Classification- IS 302-1 ) |
- |
2000 |
|
- |
| 6(Classification- IS 302-1) |
- |
2000 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
2000 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
2000 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
2000 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
2000 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
2000 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
2000 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
2000 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
2000 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
2000 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
2000 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
2000 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
2000 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
2000 |
|
- |
| 7.2(Marking) |
- |
2000 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
2000 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
2000 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
2000 |
|
- |
| 7.4(Marking) |
- |
2000 |
|
- |
| 7.5(Marking) |
- |
2000 |
|
- |
| 7.6(Marking) |
- |
2000 |
|
- |
| 8( Protection Against Electric Shock, IS 302-1) |
- |
2000 |
|
- |
| 9(Starting, IS 302-1) |
- |
5000 |
|
- |
| 10(Power Input and Current, IS 302-1) |
- |
5000 |
|
- |
| 11(Heating, IS 302-1) |
- |
5000 |
|
- |
| 11(Heating, IS 302-1) |
- |
5000 |
|
- |
| 11(Heating, IS 302-1) |
- |
5000 |
|
- |
| 11(Heating, IS 302-1) |
- |
5000 |
|
- |
| 11(Heating, IS 302-1) |
- |
5000 |
|
- |
| 13(Electrical Insulation and Leakage Current at Operating Temperature: Leakage current, IS 302-1) |
- |
5000 |
|
- |
| 13(Electrical Insulation and Leakage Current at Operating Temperature: High Voltage, IS 302-1) |
- |
5000 |
|
- |
| 14(Transient Over Voltages, IS 302-1) |
- |
5000 |
|
- |
| 15(Moisture Resistance, IS 302-1) |
- |
10000 |
|
- |
| 15.1(Moisture Resistance, IS 302-1) |
- |
10000 |
|
- |
| 15.2(Moisture Resistance-Spillage test) |
- |
10000 |
|
- |
| 16(Electrical Insulation and Leakage Current at Operating Temperature: Leakage current, IS 302-1) |
- |
5000 |
|
- |
| 16(Electrical Insulation and Leakage Current at Operating Temperature: High Voltage, IS 302-1) |
- |
5000 |
|
- |
| 19(Abnormal Operation, IS 302-1) |
- |
5000 |
|
- |
| 19(Abnormal Operation, IS 302-1) |
- |
5000 |
|
- |
| 19(Abnormal Operation, IS 302-1) |
- |
5000 |
|
- |
| 19(Abnormal Operation, IS 302-1) |
- |
5000 |
|
- |
| 20(Stability & Mechanical Hazards, IS 302-1) |
- |
5000 |
|
- |
| 20(Stability & Mechanical Hazards, IS 302-1) |
- |
5000 |
|
- |
| 21(Mechanical Strength, IS 302-1) |
- |
5000 |
|
- |
| 21(Mechanical Strength, IS 302-1) |
- |
5000 |
|
- |
| 22.1(Construction, IS 302-1) |
- |
5000 |
|
- |
| 22.2(Construction) |
- |
5000 |
|
- |
| 22.3(Construction) |
- |
5000 |
|
- |
| 22.4(Construction) |
- |
5000 |
|
- |
| 22.5(Construction) |
- |
5000 |
|
- |
| 22.6(Construction) |
- |
5000 |
|
- |
| 22.8(Construction) |
- |
5000 |
|
- |
| 22.9(Construction) |
- |
5000 |
|
- |
| 22.1(Construction) |
- |
5000 |
|
- |
| 23(Internal Wiring, IS 302-1) |
- |
5000 |
|
- |
| 23(Internal Wiring, IS 302-1) |
- |
5000 |
|
- |
| 23(Internal Wiring, IS 302-1) |
- |
5000 |
|
- |
| 23(Internal Wiring, IS 302-1) |
- |
5000 |
|
- |
| 23(Internal Wiring, IS 302-1) |
- |
5000 |
|
- |
| 23(Internal Wiring, IS 302-1) |
- |
5000 |
|
- |
| 23(Internal Wiring, IS 302-1) |
- |
5000 |
|
- |
| 23(Internal Wiring, IS 302-1) |
- |
5000 |
|
- |
| 23(Internal Wiring, IS 302-1) |
- |
5000 |
|
- |
| 23(Internal Wiring, IS 302-1) |
- |
5000 |
|
- |
| 24.1(Components, IS 302-1) |
- |
5000 |
|
- |
| 24.1(Components, IS 302-1) |
- |
5000 |
|
- |
| 24.1(Components, IS 302-1) |
- |
5000 |
|
- |
| 24.1(Components, IS 302-1) |
- |
5000 |
|
- |
| 24.2(Components) |
- |
5000 |
|
- |
| 24.4(Components) |
- |
5000 |
|
- |
| 24.5(Components) |
- |
5000 |
|
- |
| 24.6(Components) |
- |
5000 |
|
- |
| 24.7(Components) |
- |
5000 |
|
- |
| 24.8(Components) |
- |
5000 |
|
- |
| 24.9(Components) |
- |
5000 |
|
- |
| 25(Supply Connection and External Flexible Cords, IS 302-1) |
- |
5000 |
|
- |
| 25(Supply Connection and External Flexible Cords, IS 302-1) |
- |
5000 |
|
- |
| 25(Supply Connection and External Flexible Cords, IS 302-1) |
- |
5000 |
|
- |
| 25(Supply Connection and External Flexible Cords, IS 302-1) |
- |
5000 |
|
- |
| 25(Supply Connection and External Flexible Cords, IS 302-1) |
- |
5000 |
|
- |
| 25(Supply Connection and External Flexible Cords, IS 302-1) |
- |
5000 |
|
- |
| 25(Supply Connection and External Flexible Cords, IS 302-1) |
- |
5000 |
|
- |
| 25(Supply Connection and External Flexible Cords, IS 302-1) |
- |
5000 |
|
- |
| 25(Supply Connection and External Flexible Cords, IS 302-1) |
- |
5000 |
|
- |
| 25(Supply Connection and External Flexible Cords, IS 302-1) |
- |
5000 |
|
- |
| 25(Supply Connection and External Flexible Cords, IS 302-1) |
- |
5000 |
|
- |
| 25(Supply Connection and External Flexible Cords, IS 302-1) |
- |
5000 |
|
- |
| 25(Supply Connection and External Flexible Cords, IS 302-1) |
- |
5000 |
|
- |
| 25(Supply Connection and External Flexible Cords, IS 302-1) |
- |
5000 |
|
- |
| 26(Terminals for External Conductors, IS 302-1) |
- |
5000 |
|
- |
| 27(Provision for Earthing, IS 302-1) |
- |
5000 |
|
- |
| 27(Provision for Earthing, IS 302-1) |
- |
5000 |
|
- |
| 27(Provision for Earthing, IS 302-1) |
- |
5000 |
|
- |
| 27(Provision for Earthing, IS 302-1) |
- |
5000 |
|
- |
| 27(Provision for Earthing, IS 302-1) |
- |
5000 |
|
- |
| 28(Screws & Connections, IS 302-1) |
- |
5000 |
|
- |
| 29(Clearances and Distances through Insulation, IS 302-1) |
- |
5000 |
|
- |
| 29(Clearances and Distances through Insulation, IS 302-1) |
- |
5000 |
|
- |
| 30(Resistance to Heat, Fire, Tracking, IS 302-1) |
- |
5000 |
|
- |
| 30(Resistance to Heat, Fire, Tracking, IS 302-1) |
- |
5000 |
|
- |
| 31(Resistance of Rusting, IS 302-1) |
- |
5000 |
|
- |
| 34.2(Operational tests- Grinding coffee (for machines which have a dry grinding arrangement)) |
- |
5000 |
|
- |
| 34.2(Operational tests- Grinding coffee (for machines which have a dry grinding arrangement)) |
- |
5000 |
|
- |
| 34.2(Operational tests- Grinding coffee (for machines which have a dry grinding arrangement)) |
- |
5000 |
|
- |
| 34.3(Whisking egg whites ) |
- |
5000 |
|
- |
| 34.4(IDLI batter-Grinding of black gram) |
- |
5000 |
|
- |
| 34.4(IDLI batter-Grinding of rice) |
- |
5000 |
|
- |
| 34.4(IDLI batter-Grinding of rice) |
- |
5000 |
|
- |
| 34.4(IDLI batter-Grinding of rice) |
- |
5000 |
|
- |
| 34.5.1 (a)(Operational test for juicers ) |
- |
5000 |
|
- |
| 34.5.1 (b)(Operational test for juicers ) |
- |
5000 |
|
- |
| 34.5.2(Operational test for juicers ) |
- |
5000 |
|
- |
| 35(Temperature withstand test for bowl) |
- |
5000 |
|
- |
| 36(Test for controls ) |
- |
5000 |
|
- |
| 37(Strength of Assembly ) |
- |
5000 |
|
- |
| 37(Strength of Assembly ) |
- |
5000 |
|
- |
| Cl 37(Strength of assembly) |
- |
5000 |
|
- |
| Cl 36(Test for controls) |
- |
5000 |
|
- |
| Cl 35(Temperature withstand test for bowl) |
- |
5000 |
|
- |
| Cl 34(Operational Tests) |
- |
5000 |
|
- |
| Cl.32(Radiation, toxicity and similar hazards) |
- |
5000 |
|
- |
| Cl.31(Resistance to rusting) |
- |
5000 |
|
- |
| Cl.30(Resistance to heat and fire) |
- |
5000 |
|
- |
| CL.29(Clearances, Creepage distances and Solid Insulation) |
- |
5000 |
|
- |
| Cl.28(Screws and connections) |
- |
5000 |
|
- |
| Cl.27(Provision for Earthing) |
- |
5000 |
|
- |
| Cl.26(Terminals for external conductors) |
- |
5000 |
|
- |
| Cl.25(Supply connection and external flexible cords) |
- |
5000 |
|
- |
| Cl.24(Components) |
- |
5000 |
|
- |
| Cl.23(Internal wiring) |
- |
5000 |
|
- |
| Cl.22(Construction) |
- |
5000 |
|
- |
| Cl.21(Mechanical Strength) |
- |
5000 |
|
- |
| Cl.20(Stability & Mechanical Hazards) |
- |
5000 |
|
- |
| Cl.19(Abnormal operation) |
- |
5000 |
|
- |
| Cl.18(Endurance) |
- |
5000 |
|
- |
| Cl. 16(Leakage current and Electric strength) |
- |
5000 |
|
- |
| Cl.15(Moisture Resistance) |
- |
5000 |
|
- |
| Cl.14(Transient Over voltage) |
- |
5000 |
|
- |
| Cl.13(Leakage current and Electric strength at operating temperature) |
- |
5000 |
|
- |
| Cl.11(Temperature rise/ Heating) |
- |
5000 |
|
- |
| Cl.10(Power Input and Current) |
- |
5000 |
|
- |
| Cl.8(Protection against access to live parts/ Protection against electric shock) |
- |
2000 |
|
- |
| Cl. 7(Marking and instructions) |
- |
2000 |
|
- |
| Cl. 6(Classification) |
- |
2000 |
|
- |
|
14 Nov, 2027 |
- - |
| 10493 |
Ace Test Labs & Metrology Pvt. Ltd., Sonipat
| 9162826
| IS 302 : Part 2 : Sec 80 (2017) |
Household and similar electrical appliances - Safety: Part 2 - 80 particular requirements for fans (First Revision) |
- |
26000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 6.0(Marking and Instructions) |
- |
2000 |
|
- |
| 7.0(Classification) |
- |
2000 |
|
- |
| 8.0(Protection against access to live parts) |
- |
2000 |
|
- |
| 10.0(Input and Current) |
- |
5000 |
|
- |
| 11.0(Heating) |
- |
5000 |
|
- |
| 13.0(Leakage Current and electric strength at operating temperature) |
- |
5000 |
|
- |
| 14.0(Transient Overvoltage) |
- |
5000 |
|
- |
| 15.0(Moisture resistance) |
- |
5000 |
|
- |
| 16.0(Leakage current and Electric strength (After Humidity (Environmental) Treatment)) |
- |
5000 |
|
- |
| 17.0(Overload Protection of transformer and associated circuit) |
- |
5000 |
|
- |
| 19.0(Abnormal Operation) |
- |
5000 |
|
- |
| 20.0(Stability and mechanical hazards) |
- |
5000 |
|
- |
| 21.0(Mechanical Strength) |
- |
5000 |
|
- |
| 22.0(Construction) |
- |
5000 |
|
- |
| 23.0(Internal Wiring) |
- |
5000 |
|
- |
| 24.0(Components) |
- |
5000 |
|
- |
| 25.0(Supply Connection and External Flexible Cords) |
- |
5000 |
|
- |
| 26.0(Terminals for external conductors) |
- |
5000 |
|
- |
| 27.0(Provision For Earthing) |
- |
5000 |
|
- |
| 28.0(Screws and Connections) |
- |
5000 |
|
- |
| 29.0(Creepage Distances and Clearances) |
- |
5000 |
|
- |
| 30.0(Resistance To Heat and Fire) |
- |
5000 |
|
- |
| 31.0(Resistance To Rusting) |
- |
5000 |
|
- |
| 32.0(Radiation, Toxicity and Similar Hazards) |
- |
5000 |
|
- |
|
14 Nov, 2027 |
- Included w.e.f. 17-6-2021. EXCLUSION EMI/EMC (Cl.19.11.4.1 to Cl.19.11.4.4.) |
| 10494 |
Ace Test Labs & Metrology Pvt. Ltd., Sonipat
| 9162826
| IS 302 : Part 2 : Sec 21 (2018) |
Safety of household and similar electrical appliances: Part 2 particular requirements: Sec 21 stationary storage type electric water heaters (Second Revision) |
- |
31500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 6.0(Classification) |
- |
2000 |
|
- |
| 7.0(Marking and Instructions) |
- |
2000 |
|
- |
| 8.0(Protection against access to live parts) |
- |
2000 |
|
- |
| 10.0(Input and Current) |
- |
5000 |
|
- |
| 11.0(Heating) |
- |
5000 |
|
- |
| 13.0(Leakage Current and electric strength at operating temperature) |
- |
5000 |
|
- |
| 14.0(Transient Overvoltage) |
- |
5000 |
|
- |
| 15.0(Moisture resistance) |
- |
5000 |
|
- |
| 16.0(Leakage current and Electric strength (After Humidity (Environmental) Treatment)) |
- |
5000 |
|
- |
| 17.0(Overload Protection of transformer and associated circuit) |
- |
5000 |
|
- |
| 19.0(Abnormal Operation) |
- |
5000 |
|
- |
| 20.0(Stability and mechanical hazards) |
- |
5000 |
|
- |
| 21.0(Mechanical Strength) |
- |
5000 |
|
- |
| 22.0(Construction) |
- |
5000 |
|
- |
| 23.0(Internal Wiring) |
- |
5000 |
|
- |
| 24(Components) |
- |
5000 |
|
- |
| 25.0(Supply Connection and External Flexible Cords) |
- |
5000 |
|
- |
| 26.0(Terminals for external conductors) |
- |
5000 |
|
- |
| 27.0(Provision For Earthing) |
- |
5000 |
|
- |
| 28.0(Screws and Connections) |
- |
5000 |
|
- |
| 29.0(Creepage Distances and Clearances) |
- |
5000 |
|
- |
| 30.0(Resistance To Heat and Fire) |
- |
5000 |
|
- |
| 31.0(Resistance To Rusting) |
- |
5000 |
|
- |
| 24(Components) |
- |
5000 |
|
- |
| 24(Components) |
- |
5000 |
|
- |
| 24(Components) |
- |
5000 |
|
- |
| 24(Components) |
- |
5000 |
|
- |
| 5(GENERAL CONDITIONS FOR THE TESTS) |
- |
2000 |
|
- |
| 32(RADIATION TOXICITY AND SIMILAR HAZARDS) |
- |
5000 |
|
- |
| 24(Components) |
- |
5000 |
|
- |
| 5(GENERAL CONDITIONS FOR THE TESTS) |
- |
2000 |
|
- |
| 32(RADIATION TOXICITY AND SIMILAR HAZARDS) |
- |
5000 |
|
- |
| 4(GENERAL REQUIREMENTS) |
- |
2000 |
|
- |
|
14 Nov, 2027 |
- Exclusion: 19.11.4.1 (Electrostatic discharges)
19.11.4.2 (Radiated fields)
19.11.4.3 (Fast transient bursts)
19.11.4.4 (Surge immunity test)
19.11.4.5 (Immunity to conducted discharges)
19.11.4.6 (Class 3 Voltage dips and interruptions)
19.11.4.7 (Harmonics) |
| 10495 |
Stellar Test House, Noida
| 8171606
| 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 |
|
- |
| 7.1, Table 1(Particles retained on 45 micron IS sieve (wet sieving)) |
- |
500 |
|
- |
| 7.1, Table 1(Soundnes) |
- |
1200 |
|
- |
| 5.1, 6.1, Table 1(Silicon dioxide (SiO2 ) plus aluminium oxide (Al2O3 ) plus iron oxide (Fe2O3 )) |
- |
500 |
|
- |
| 5.1, 6.1, Table 1(Silicon dioxide (SiO2 )) |
- |
500 |
|
- |
| 5.1, 6.1, Table 1(Magnesium oxide (MgO) |
- |
800 |
|
- |
| 5.1, 6.1, Table 1(Total sulphur as sulphur trioxide (SO3) |
- |
500 |
|
- |
| 5.1, 6.1, Table 1(Available alkalies as equivalent sodium oxide (Na2O)) |
- |
1500 |
|
- |
| 5.1, 6.1, Table 1(Total chlorides) |
- |
500 |
|
- |
| 5.1, 6.1, Table 1(Loss on ignition) |
- |
500 |
|
- |
|
26 Sep, 2028 |
- Included w.e.f. 28.03.2024 |
| 10496 |
Stellar Test House, Noida
| 8171606
| IS 3812 (Part 1) (2013) |
Pulverized fuel ash - Specification: Part 1 For use as pozzolana in cement, cement mortar and concrete |
- |
9500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl. 6.1, Table 1 - i(Silicon dioxide (SiO2) plus aluminium oxide (Al2O3) plus ironoxide (Fe2O3) - IS 1727) |
- |
500 |
|
- |
| Cl. 6.1, Table 1 - ii(Silicon dioxide (SiO2) - IS 1727) |
- |
500 |
|
- |
| Cl. 6.1, Table 1 - iii(Reactive Silica - Annex B) |
- |
500 |
|
- |
| Cl. 6.1, Table 1 - iv(Magnesium oxide (MgO) - IS 1727) |
- |
800 |
|
- |
| Cl. 6.1, Table 1 - v( Total sulphur as sulphur trioxide (SO3) - IS 1727) |
- |
500 |
|
- |
| Cl. 6.1, Table 1 - vi( Available alkalis as equivalent sodium oxide (Na2O) - Annex C) |
- |
1500 |
|
- |
| Cl. 6.1, Table 1 - vii( Total Chlorides - IS 4032) |
- |
500 |
|
- |
| Cl. 6.1, Table 1 - viii( Loss on ignition - IS 1727) |
- |
500 |
|
- |
| 7.1-Table 2(i)(PHYSICAL REQUIREMENTS-Fineness) |
- |
1000 |
|
- |
| 7.1-Table 2(ii)(PHYSICAL REQUIREMENTS-Particles retained on 45 micron IS sieve) |
- |
800 |
|
- |
| 7.1-Table 2(iii)(PHYSICAL REQUIREMENTS-Average compressive strength) |
- |
1500 |
|
- |
| 7.1-Table 2(iv)(PHYSICAL REQUIREMENTS-Compressive strength at 28 days) |
- |
0 |
|
- |
| Cl. 6.2(Moisture content of the fly ash when supplied in dry condition - Annex D) |
- |
500 |
|
- |
| 7.1-Table 2(v)(PHYSICAL REQUIREMENTS-Soundness by autoclave test ) |
- |
1000 |
|
- |
| 5.1, 7.1, table-2, iii(Lime reacitivity) |
- |
2000 |
|
- |
| Cl. 6.1, Table 1 - i(Silicon dioxide (SiO2) plus aluminium oxide (Al2O3) plus ironoxide (Fe2O3) - IS 1727) |
- |
0 |
|
- |
| Cl. 6.1, Table 1 - ii(Silicon dioxide (SiO2) - IS 1727) |
- |
0 |
|
- |
| Cl. 6.1, Table 1 - iii(Reactive Silica - Annex B) |
- |
0 |
|
- |
| Cl. 6.1, Table 1 - iv(Magnesium oxide (MgO) - IS 1727) |
- |
0 |
|
- |
| Cl. 6.1, Table 1 - v( Total sulphur as sulphur trioxide (SO3) - IS 1727) |
- |
0 |
|
- |
| Cl. 6.1, Table 1 - vi( Available alkalis as equivalent sodium oxide (Na2O) - Annex C) |
- |
0 |
|
- |
| Cl. 6.1, Table 1 - vii( Total Chlorides - IS 4032) |
- |
0 |
|
- |
| Cl. 6.1, Table 1 - viii( Loss on ignition - IS 1727) |
- |
0 |
|
- |
| 7.1-Table 2(i)(PHYSICAL REQUIREMENTS-Fineness) |
- |
0 |
|
- |
| 7.1-Table 2(ii)(PHYSICAL REQUIREMENTS-Particles retained on 45 micron IS sieve) |
- |
0 |
|
- |
| 7.1-Table 2(iii)(PHYSICAL REQUIREMENTS-Average compressive strength) |
- |
0 |
|
- |
| 7.1-Table 2(iv)(PHYSICAL REQUIREMENTS-Compressive strength at 28 days) |
- |
0 |
|
- |
| Cl. 6.2(Moisture content of the fly ash when supplied in dry condition - Annex D) |
- |
0 |
|
- |
| 7.1-Table 2(v)(PHYSICAL REQUIREMENTS-Soundness by autoclave test ) |
- |
0 |
|
- |
| 5.1, 7.1, table-2, iii(Lime reacitivity) |
- |
0 |
|
- |
| 7.2(Uniformity Requirements) |
- |
0 |
|
- |
|
26 Sep, 2028 |
- Included w.e.f. 28.03.2024 |
| 10497 |
Stellar Test House, Noida
| 8171606
| IS 455 (2015) |
Portland slag cement - Specification |
- |
11000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 7 Table 1 iv c(Compretsive Strenqth 672 ± 4 hr
IS 4031(Part 6)) |
- |
800 |
|
- |
| 7 Table 1 iv b(Compretsive Strenqth 168 ± 2 hr
IS 4031(Part 6)) |
- |
800 |
|
- |
| 7 Table 1 iv a(Compretsive Strenqth .72 ± 1 hr
IS 4031(Part 6)) |
- |
800 |
|
- |
| 7 Table 1 iii b(Setting Time ( by Vicat Apparatus ), Final
IS 4031(Part 5)) |
- |
600 |
|
- |
| 7 Table 1 iii a(Setting Time ( by Vicat Apparatus ),Initial
IS 4031(Part 5)) |
- |
600 |
|
- |
| 7 Table 1 ii b(Soundness, Autoclave expansion
IS 4031(Part 3) ) |
- |
1000 |
|
- |
| 7 Table 1 ii a(Soundness, Le-Chate1ier expansion
IS 4031(Part 3) ) |
- |
600 |
|
- |
| 7 Table 1 i(Fineness
IS 4031(Part 2)) |
- |
800 |
|
- |
| 6 - Table - 1 vii( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985) |
- |
1200 |
|
- |
| 6 - Table - 1 vi(Chloride content - Cl 4.13 of IS 4032:1985) |
- |
500 |
|
- |
| 6 - Table - 1 v(Loss on ignition - Cl 6.2 of IS 4032:1985) |
- |
500 |
|
- |
| 6 - Table - 1 iv(Sulphide sulphur (S) - Cl 6.12 of IS 4032:1985) |
- |
800 |
|
- |
| 6 - Table - 1 iii(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 6.11 of IS 4032:1985) |
- |
800 |
|
- |
| 6 - Table - 1 ii(Magnesia - Cl 6.8 of IS 4032:1985) |
- |
800 |
|
- |
| 6 - Table - 1 i(Insoluble residue - Cl 6.9 of IS 4032:1985) |
- |
500 |
|
- |
| 7 Table 1 v(Transverse strength (optional)
IS 4031(Part 8) ) |
- |
1500 |
|
- |
|
26 Sep, 2028 |
- Included w.e.f. 28.03.2024 |
| 10498 |
Stellar Test House, Noida
| 8171606
| IS 383 (2016) |
Coarse and Fine Aggregate for Concrete - Specification (Third Revision) |
- |
18000 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) |
- |
1000 |
|
- |
| 5.4.1 (a)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value) |
- |
1000 |
|
- |
| 5.4.1 (b)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value) |
- |
800 |
|
- |
| 5.4.2(a)( Aggregates Impact Value) |
- |
700 |
|
- |
| 5.4.1 (a)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value) |
- |
500 |
|
- |
| 5.4.1 (b)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value) |
- |
0 |
|
- |
| 5.4.2(a)( Aggregates Impact Value) |
- |
0 |
|
- |
| 5.4.3(a)( Aggregate Abrasion Value) |
- |
700 |
|
- |
| 5.4.3(b)( Aggregate Abrasion Value) |
- |
0 |
|
- |
| 6.1-Table 7(ii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 63 mm sieve ) |
- |
1000 |
|
- |
| 6.1-Table 7(iii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 40 mm sieve ) |
- |
0 |
|
- |
| 6.1-Table 7(iv)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 20 mm sieve ) |
- |
0 |
|
- |
| 6.1-Table 7(v)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 16 mm sieve ) |
- |
0 |
|
- |
| 6.1-Table 7(vi)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 12.5 mm sieve ) |
- |
0 |
|
- |
| 6.1-Table 7(vii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 10 mm sieve ) |
- |
0 |
|
- |
| 6.1-Table 7(viii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 4.75 mm sieve ) |
- |
0 |
|
- |
| 6.1-Table 7(ix)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 2.36 mm sieve ) |
- |
1000 |
|
- |
| 6.3-Table 9(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Grading Zone) |
- |
1000 |
|
- |
| 6.1.1-Table 8(ii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 40 mm Sieve) |
- |
0 |
|
- |
| 6.1.1-Table 8(iii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 40 mm Sieve) |
- |
1000 |
|
- |
| 6.1.1-Table 8(iii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 20 mm Sieve) |
- |
0 |
|
- |
| 6.1.1-Table 8(iv)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 20 mm Sieve) |
- |
0 |
|
- |
| 6.1.1-Table 8(iv)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 4.75 mm Sieve) |
- |
0 |
|
- |
| 6.1.1-Table 8(iv)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 2.36 mm Sieve) |
- |
0 |
|
- |
| 6.2-Table 7(i)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 80 mm sieve) |
- |
1000 |
|
- |
| 6.2-Table 7(ii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 63 mm sieve) |
- |
0 |
|
- |
| 6.2-Table 7(iii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 40 mm sieve) |
- |
0 |
|
- |
| 6.2-Table 7(iv)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 20 mm sieve) |
- |
0 |
|
- |
| 6.2-Table 7(v)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 16 mm sieve) |
- |
0 |
|
- |
| 6.2-Table 7(vi)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 12.5 mm sieve) |
- |
0 |
|
- |
| 6.2-Table 7(vii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 10 mm sieve) |
- |
0 |
|
- |
| 6.2-Table 7(viii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 4.75 mm sieve) |
- |
0 |
|
- |
| 6.2-Table 7(ix)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 2.36 mm sieve) |
- |
0 |
|
- |
| 6.3-Table 9(i)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 10mm Sieve ) |
- |
1000 |
|
- |
| 6.3-Table 9(ii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 4.75mm Sieve ) |
- |
0 |
|
- |
| 6.3-Table 9(iii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 2.36mm Sieve ) |
- |
0 |
|
- |
| 6.3-Table 9(iv)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 1.18mm Sieve ) |
- |
0 |
|
- |
| 6.3-Table 9(v)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 600µm Sieve ) |
- |
0 |
|
- |
| 6.3-Table 9(vi)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 300µm Sieve ) |
- |
0 |
|
- |
| 6.3-Table 9(vii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 150µm Sieve ) |
- |
0 |
|
- |
| 6.4-Table 10(i)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 80mm Sieve ) |
- |
1000 |
|
- |
| 6.4-Table 10(ii)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 40mm Sieve ) |
- |
0 |
|
- |
| 6.4-Table 10(iii)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 20mm Sieve ) |
- |
0 |
|
- |
| 6.4-Table 10(iv)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 4.75mm Sieve ) |
- |
0 |
|
- |
| 6.4-Table 10(v)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 600µm Sieve ) |
- |
0 |
|
- |
| 6.4-Table 10(vi)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 150µm Sieve ) |
- |
0 |
|
- |
| 5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(fine aggregate)) |
- |
500 |
|
- |
| 5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (fine aggregate)) |
- |
500 |
|
- |
| 5.7-Table-3-(III) IS:14959 (P-2)(Water soluble chloride content (fine aggregate)) |
- |
700 |
|
- |
| 5.7-Table-3-(II) IS:4032(Total sulphate content (fine aggregate)) |
- |
700 |
|
- |
| 5.6-IS: 2386 (P-7)(Alkali Aggregate Reaction (fine aggregate)) |
- |
1200 |
|
- |
| 5.5-IS: 2386 (P-5)(Soundness (fine aggregate)) |
- |
1000 |
|
- |
| 5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (fine aggregate)) |
- |
500 |
|
- |
| 5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (fine aggregate)) |
- |
500 |
|
- |
| 5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (fine aggregate )) |
- |
1200 |
|
- |
| 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)) |
- |
500 |
|
- |
| 5.7-Table-3-(III) BN EN: 1744(Water soluble chloride content (coarse aggregate)) |
- |
700 |
|
- |
| 5.7-Table-3-(II) BN EN: 1744(Total sulphate content (coarse aggregate)) |
- |
500 |
|
- |
| 5.6-IS: 2386 (P-7)(Alkali Aggregate Reaction (coarse aggregate)) |
- |
1000 |
|
- |
| 5.5-IS: 2386 (P-5)(Soundness (coarse aggregate)) |
- |
1200 |
|
- |
| 5.3-IS: 2386 (P-1)(Combined elongation & flakiness index (coarse aggregate)) |
- |
700 |
|
- |
| 5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (coarse aggregate)) |
- |
700 |
|
- |
| 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 )) |
- |
700 |
|
- |
| 5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (coarse aggregate )) |
- |
1000 |
|
- |
| 5.5(Soundness By Magnesium Sulphate) |
- |
1200 |
|
- |
| 7.2(Bulk Density loose) |
- |
500 |
|
- |
| 7.2(Bulk Density Rodded) |
- |
500 |
|
- |
| 7.2(Bulk Density loose) |
- |
500 |
|
- |
| 7.2(Bulk Density Rodded) |
- |
500 |
|
- |
| 5.4.1 (a)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value) |
- |
0 |
|
- |
| 5.4.1 (b)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value) |
- |
0 |
|
- |
| 5.4.2(a)( Aggregates Impact Value) |
- |
0 |
|
- |
| 5.4.3(a)( Aggregate Abrasion Value) |
- |
0 |
|
- |
| 5.4.3(b)( Aggregate Abrasion Value) |
- |
0 |
|
- |
| 6.1-Table 7(ii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 63 mm sieve ) |
- |
0 |
|
- |
| 6.1-Table 7(iii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 40 mm sieve ) |
- |
0 |
|
- |
| 6.1-Table 7(iv)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 20 mm sieve ) |
- |
0 |
|
- |
| 6.1-Table 7(v)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 16 mm sieve ) |
- |
0 |
|
- |
| 6.1-Table 7(vi)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 12.5 mm sieve ) |
- |
0 |
|
- |
| 6.1-Table 7(vii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 10 mm sieve ) |
- |
0 |
|
- |
| 6.1-Table 7(viii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 4.75 mm sieve ) |
- |
0 |
|
- |
| 6.1-Table 7(ix)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 2.36 mm sieve ) |
- |
0 |
|
- |
| 6.3-Table 9(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Grading Zone) |
- |
0 |
|
- |
| 6.1.1-Table 8(ii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 40 mm Sieve) |
- |
0 |
|
- |
| 6.1.1-Table 8(iii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 40 mm Sieve) |
- |
0 |
|
- |
| 6.1.1-Table 8(iii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 20 mm Sieve) |
- |
0 |
|
- |
| 6.1.1-Table 8(iv)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 20 mm Sieve) |
- |
0 |
|
- |
| 6.1.1-Table 8(iv)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 4.75 mm Sieve) |
- |
0 |
|
- |
| 6.1.1-Table 8(iv)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 2.36 mm Sieve) |
- |
0 |
|
- |
| 6.2-Table 7(i)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 80 mm sieve) |
- |
0 |
|
- |
| 6.2-Table 7(ii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 63 mm sieve) |
- |
0 |
|
- |
| 6.2-Table 7(iii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 40 mm sieve) |
- |
0 |
|
- |
| 6.2-Table 7(iv)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 20 mm sieve) |
- |
0 |
|
- |
| 6.2-Table 7(v)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 16 mm sieve) |
- |
0 |
|
- |
| 6.2-Table 7(vi)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 12.5 mm sieve) |
- |
0 |
|
- |
| 6.2-Table 7(vii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 10 mm sieve) |
- |
0 |
|
- |
| 6.2-Table 7(viii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 4.75 mm sieve) |
- |
0 |
|
- |
| 6.2-Table 7(ix)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 2.36 mm sieve) |
- |
0 |
|
- |
| 6.3-Table 9(i)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 10mm Sieve ) |
- |
0 |
|
- |
| 6.3-Table 9(ii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 4.75mm Sieve ) |
- |
0 |
|
- |
| 6.3-Table 9(iii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 2.36mm Sieve ) |
- |
0 |
|
- |
| 6.3-Table 9(iv)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 1.18mm Sieve ) |
- |
0 |
|
- |
| 6.3-Table 9(v)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 600µm Sieve ) |
- |
0 |
|
- |
| 6.3-Table 9(vi)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 300µm Sieve ) |
- |
0 |
|
- |
| 6.3-Table 9(vii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 150µm Sieve ) |
- |
0 |
|
- |
| 6.4-Table 10(i)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 80mm Sieve ) |
- |
0 |
|
- |
| 6.4-Table 10(ii)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 40mm Sieve ) |
- |
0 |
|
- |
| 6.4-Table 10(iii)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 20mm Sieve ) |
- |
0 |
|
- |
| 6.4-Table 10(iv)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 4.75mm Sieve ) |
- |
0 |
|
- |
| 6.4-Table 10(v)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 600µm Sieve ) |
- |
0 |
|
- |
| 6.4-Table 10(vi)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 150µm Sieve ) |
- |
0 |
|
- |
| 5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(fine aggregate)) |
- |
0 |
|
- |
| 5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (fine aggregate)) |
- |
0 |
|
- |
| 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)) |
- |
0 |
|
- |
| 5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (fine aggregate)) |
- |
0 |
|
- |
| 5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (fine aggregate)) |
- |
0 |
|
- |
| 5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (fine aggregate )) |
- |
0 |
|
- |
| 5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(coarse aggregate)) |
- |
0 |
|
- |
| 5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (coarse aggregate)) |
- |
0 |
|
- |
| 5.7-Table-3-(III) BN EN: 1744(Water soluble chloride content (coarse aggregate)) |
- |
0 |
|
- |
| 5.7-Table-3-(II) BN EN: 1744(Total sulphate content (coarse aggregate)) |
- |
0 |
|
- |
| 5.6-IS: 2386 (P-7)(Alkali Aggregate Reaction (coarse aggregate)) |
- |
0 |
|
- |
| 5.5-IS: 2386 (P-5)(Soundness (coarse aggregate)) |
- |
0 |
|
- |
| 5.3-IS: 2386 (P-1)(Combined elongation & flakiness index (coarse aggregate)) |
- |
0 |
|
- |
| 5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (coarse aggregate)) |
- |
0 |
|
- |
| 5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (coarse aggregate)) |
- |
0 |
|
- |
| 5.2- TABLE-2- (ii) IS-2386 (P-2)(Clay lumps (coarse aggregate )) |
- |
0 |
|
- |
| 5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (coarse aggregate )) |
- |
0 |
|
- |
| 5.5(Soundness By Magnesium Sulphate) |
- |
0 |
|
- |
| 7.2(Bulk Density loose) |
- |
0 |
|
- |
| 7.2(Bulk Density Rodded) |
- |
0 |
|
- |
| 7.2(Bulk Density loose) |
- |
0 |
|
- |
| 7.2(Bulk Density Rodded) |
- |
0 |
|
- |
| Clause 5.7- Table 3 (i) (TotalAlkali content as Na2O equivalent ) |
- |
1000 |
|
- |
| 5.7 table 4 (Calcium oxide) |
- |
1000 |
|
- |
| 3.2.2
Table 3 ii)
IS 1963(Basicity as CaO/SiO2) |
- |
500 |
|
- |
| 5.4.1 (a)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value) |
- |
0 |
|
- |
| 5.4.1 (b)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value) |
- |
0 |
|
- |
| 5.4.2(a)( Aggregates Impact Value) |
- |
0 |
|
- |
| 5.4.3(a)( Aggregate Abrasion Value) |
- |
0 |
|
- |
| 5.4.3(b)( Aggregate Abrasion Value) |
- |
0 |
|
- |
| 6.1-Table 7(ii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 63 mm sieve ) |
- |
0 |
|
- |
| 6.1-Table 7(iii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 40 mm sieve ) |
- |
0 |
|
- |
| 6.1-Table 7(iv)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 20 mm sieve ) |
- |
0 |
|
- |
| 6.1-Table 7(v)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 16 mm sieve ) |
- |
0 |
|
- |
| 6.1-Table 7(vi)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 12.5 mm sieve ) |
- |
0 |
|
- |
| 6.1-Table 7(vii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 10 mm sieve ) |
- |
0 |
|
- |
| 6.1-Table 7(viii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 4.75 mm sieve ) |
- |
0 |
|
- |
| 6.1-Table 7(ix)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 2.36 mm sieve ) |
- |
0 |
|
- |
| 6.3-Table 9(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Grading Zone) |
- |
0 |
|
- |
| 6.1.1-Table 8(ii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 40 mm Sieve) |
- |
0 |
|
- |
| 6.1.1-Table 8(iii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 40 mm Sieve) |
- |
0 |
|
- |
| 6.1.1-Table 8(iii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 20 mm Sieve) |
- |
0 |
|
- |
| 6.1.1-Table 8(iv)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 20 mm Sieve) |
- |
0 |
|
- |
| 6.1.1-Table 8(iv)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 4.75 mm Sieve) |
- |
0 |
|
- |
| 6.1.1-Table 8(iv)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 2.36 mm Sieve) |
- |
0 |
|
- |
| 6.2-Table 7(i)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 80 mm sieve) |
- |
0 |
|
- |
| 6.2-Table 7(ii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 63 mm sieve) |
- |
0 |
|
- |
| 6.2-Table 7(iii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 40 mm sieve) |
- |
0 |
|
- |
| 6.2-Table 7(iv)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 20 mm sieve) |
- |
0 |
|
- |
| 6.2-Table 7(v)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 16 mm sieve) |
- |
0 |
|
- |
| 6.2-Table 7(vi)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 12.5 mm sieve) |
- |
0 |
|
- |
| 6.2-Table 7(vii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 10 mm sieve) |
- |
0 |
|
- |
| 6.2-Table 7(viii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 4.75 mm sieve) |
- |
0 |
|
- |
| 6.2-Table 7(ix)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 2.36 mm sieve) |
- |
0 |
|
- |
| 6.3-Table 9(i)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 10mm Sieve ) |
- |
0 |
|
- |
| 6.3-Table 9(ii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 4.75mm Sieve ) |
- |
0 |
|
- |
| 6.3-Table 9(iii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 2.36mm Sieve ) |
- |
0 |
|
- |
| 6.3-Table 9(iv)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 1.18mm Sieve ) |
- |
0 |
|
- |
| 6.3-Table 9(v)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 600µm Sieve ) |
- |
0 |
|
- |
| 6.3-Table 9(vi)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 300µm Sieve ) |
- |
0 |
|
- |
| 6.3-Table 9(vii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 150µm Sieve ) |
- |
0 |
|
- |
| 6.4-Table 10(i)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 80mm Sieve ) |
- |
0 |
|
- |
| 6.4-Table 10(ii)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 40mm Sieve ) |
- |
0 |
|
- |
| 6.4-Table 10(iii)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 20mm Sieve ) |
- |
0 |
|
- |
| 6.4-Table 10(iv)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 4.75mm Sieve ) |
- |
0 |
|
- |
| 6.4-Table 10(v)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 600µm Sieve ) |
- |
0 |
|
- |
| 6.4-Table 10(vi)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 150µm Sieve ) |
- |
0 |
|
- |
| 5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(fine aggregate)) |
- |
0 |
|
- |
| 5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (fine aggregate)) |
- |
0 |
|
- |
| 5.7-Table-3-(III) IS:14959 (P-2)(Water soluble chloride content (fine aggregate)) |
- |
0 |
|
- |
| 5.7-Table-3-(II) IS:4032(Total sulphate content (fine aggregate)) |
- |
0 |
|
- |
| 5.6-IS: 2386 (P-7)(Alkali Aggregate Reaction (fine aggregate)) |
- |
0 |
|
- |
| 5.5-IS: 2386 (P-5)(Soundness (fine aggregate)) |
- |
0 |
|
- |
| 5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (fine aggregate)) |
- |
0 |
|
- |
| 5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (fine aggregate)) |
- |
0 |
|
- |
| 5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (fine aggregate )) |
- |
0 |
|
- |
| 5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(coarse aggregate)) |
- |
0 |
|
- |
| 5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (coarse aggregate)) |
- |
0 |
|
- |
| 5.7-Table-3-(III) BN EN: 1744(Water soluble chloride content (coarse aggregate)) |
- |
0 |
|
- |
| 5.7-Table-3-(II) BN EN: 1744(Total sulphate content (coarse aggregate)) |
- |
0 |
|
- |
| 5.6-IS: 2386 (P-7)(Alkali Aggregate Reaction (coarse aggregate)) |
- |
0 |
|
- |
| 5.5-IS: 2386 (P-5)(Soundness (coarse aggregate)) |
- |
0 |
|
- |
| 5.3-IS: 2386 (P-1)(Combined elongation & flakiness index (coarse aggregate)) |
- |
0 |
|
- |
| 5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (coarse aggregate)) |
- |
0 |
|
- |
| 5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (coarse aggregate)) |
- |
0 |
|
- |
| 5.2- TABLE-2- (ii) IS-2386 (P-2)(Clay lumps (coarse aggregate )) |
- |
0 |
|
- |
| 5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (coarse aggregate )) |
- |
0 |
|
- |
| 5.5(Soundness By Magnesium Sulphate) |
- |
0 |
|
- |
| 7.2(Bulk Density loose) |
- |
0 |
|
- |
| 7.2(Bulk Density Rodded) |
- |
0 |
|
- |
| 7.2(Bulk Density loose) |
- |
0 |
|
- |
| 7.2(Bulk Density Rodded) |
- |
0 |
|
- |
| Clause 5.7- Table 3 (i) (TotalAlkali content as Na2O equivalent ) |
- |
0 |
|
- |
| 5.7 table 4 (Calcium oxide) |
- |
0 |
|
- |
| 3.2.2
Table 3 ii)
IS 1963(Basicity as CaO/SiO2) |
- |
0 |
|
- |
|
26 Sep, 2028 |
- Included w.e.f. 19.12.2023 |
| 10499 |
Stellar Test House, Noida
| 8171606
| IS 2645 (2003) |
Integral waterproofing compounds for cement mortar and concrete - Specification (Second Revision) |
- |
8000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Clause 3.4(Chloride content) |
- |
1000 |
|
- |
| Cl 3.1(The permeability of water in specimen Prepared with WPC shall be less than half the permeability of plain cement specimens. (i.e ; < 50 percent)) |
- |
3500 |
|
- |
| Cl 3.2(Initial & Final) |
- |
1500 |
|
- |
| Cl 3.3(Compressive Strength, At 3days & 7 days) |
- |
3000 |
|
- |
| Clause 3.3(Compressive strength of cement mortar with waterproofing compound at 7 days (168 ± 2 h)) |
- |
0 |
|
- |
| Clause 3.3(Compressive strength of cement mortar at 7 days (168 ± 2 h)) |
- |
0 |
|
- |
| Clause 3.3(Compressive strength of cement mortar with waterproofing compound at 3 days (72 ± 1 h)) |
- |
0 |
|
- |
| Clause 3.3(Compressive strength of cement mortar at 3 days (72 ± 1 h)) |
- |
0 |
|
- |
| Clause 3.1
(Permeability to water of cement mortar with Water proofing compound) |
- |
0 |
|
- |
| Clause 3.4(Chloride content) |
- |
0 |
|
- |
| Cl 3.1(The permeability of water in specimen Prepared with WPC shall be less than half the permeability of plain cement specimens. (i.e ; < 50 percent)) |
- |
0 |
|
- |
| Cl 3.2(Initial & Final) |
- |
0 |
|
- |
| Cl 3.3(Compressive Strength, At 3days & 7 days) |
- |
0 |
|
- |
| Clause 3.3(Compressive strength of cement mortar with waterproofing compound at 7 days (168 ± 2 h)) |
- |
0 |
|
- |
| Clause 3.3(Compressive strength of cement mortar at 7 days (168 ± 2 h)) |
- |
0 |
|
- |
| Clause 3.3(Compressive strength of cement mortar with waterproofing compound at 3 days (72 ± 1 h)) |
- |
0 |
|
- |
| Clause 3.3(Compressive strength of cement mortar at 3 days (72 ± 1 h)) |
- |
0 |
|
- |
| Clause 3.1
(Permeability to water of cement mortar with Water proofing compound) |
- |
0 |
|
- |
|
26 Sep, 2028 |
- Included w.e.f. 19.12.2023 |
| 10500 |
Testtex India Laboratories Pvt. Ltd., Mumbai
| 7126506
| IS 9873 : Part 2 (2017) |
Safety of toys: Part 2 flammability (Third Revision) |
- |
1500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 4.2.2-5.2(Toys to be worn on the head-Beards, moustaches, wigs, etc. made from hair, pile, or material that behaves in a similar manner to hair (e.g. free-hanging ribbons, paper, cloth strands, or other flowing elements), which protrude 50 mm or more from the surface of the toy-Duration of the flame after the removal of the test flame) |
- |
1500 |
|
Complete Testing Charges Rs 1500 + GST (10% Discount for BIS Testing Charges) |
| 4.2.2-5.2(Toys to be worn on the head-Beards, moustaches, wigs, etc. made from hair, pile, or material that behaves in a similar manner to hair (e.g. free-hanging ribbons, paper, cloth strands, or other flowing elements), which protrude 50 mm or more from the surface of the toy-Duration of the flame after the removal of the test flame) |
- |
1500 |
|
Complete Testing Charges Rs 1500 + GST (10% Discount for BIS Testing Charges) |
| 4.2.3-5.3(Toys to be worn on the head-Beards, moustaches, wigs, etc. made from hair, pile, or material that behaves in a similar manner to hair (e.g. free-hanging ribbons, paper, cloth strands, or other flowing elements), which protrude less than 50 mm and more than 5 mm from the surface of the toy-Duration of the flame after the removal of the test flame) |
- |
1500 |
|
Complete Testing Charges Rs 1500 + GST (10% Discount for BIS Testing Charges) |
| 4.2.5-5.4(Toys to be worn on the head-Flowing elements of toys to be worn on the head (except those covered by 4.2.2 and 4.2.3), hoods, headdresses, etc. and masks not covered by 4.2.4 which partially or fully cover the head (e.g. fabric and cardboard masks, eye masks, face masks)-rate of spread of flame) |
- |
1500 |
|
Complete Testing Charges Rs 1500 + GST (10% Discount for BIS Testing Charges) |
| 4.5-5.5(Soft-filled toys-rate of spread of flame ) |
- |
1500 |
|
Complete Testing Charges Rs 1500 + GST (10% Discount for BIS Testing Charges) |
| 4.2.2(a)-5.2(Toys to be worn on the head-Test relating to Beards, moustaches, wigs, etc. made from hair, pile, or material that behaves in a similar manner to hair (e.g. free-hanging ribbons, paper, cloth strands, or other flowing elements), which protrude 50 mm or more from the surface of the toy- if ignition occurs, the maximum burnt length of hair, pile, or material that behaves in a similar manner when the initial length was 150 mm or more) |
- |
1500 |
|
Complete Testing Charges Rs 1500 + GST (10% Discount for BIS Testing Charges) |
| 4.2.2(b)-5.2(Toys to be worn on the head-Test relating to Beards, moustaches, wigs, etc. made from hair, pile, or material that behaves in a similar manner to hair (e.g. free-hanging ribbons, paper, cloth strands, or other flowing elements), which protrude 50 mm or more from the surface of the toy- if ignition occurs, the maximum burnt length of hair, pile, or material that behaves in a similar manner when the initial length was less than 150 mm) |
- |
1500 |
|
Complete Testing Charges Rs 1500 + GST (10% Discount for BIS Testing Charges) |
| 4.2.4-5.3(Toys to be worn on the head-Full or partial moulded head masks-Duration of the flame after the removal of the test flame) |
- |
1500 |
|
Complete Testing Charges Rs 1500 + GST (10% Discount for BIS Testing Charges) |
| 4.3-5.4(Toys to be worn on the head-Toy disguise costumes and toys intended to be worn by a child in play-rate of spread of flame) |
- |
1500 |
|
Complete Testing Charges Rs 1500 + GST (10% Discount for BIS Testing Charges) |
| 4.3(Toys to be worn on the head-Toy disguise costumes and toys intended to be worn by a child in play) |
- |
500 |
|
10% Discount for BIS Testing Charges |
| 4.4-5.4(Toys intended to be entered by a child-rate of spread of flame) |
- |
1500 |
|
Complete Testing Charges Rs 1500 + GST (10% Discount for BIS Testing Charges) |
| 4.4(Toys intended to be entered by a child-rate of spread of flame-Test relating to flowing elements of toys to be worn on the head (except those
covered by 4.2.2 and 4.2.3), hoods, headdresses, etc. and masks not covered by 4.2.4 which partially or fully cover the head (e.g. fabric and cardboard masks, eye masks, face masks), toy disguise costumes and toys intended to be entered or worn by a child
) |
- |
500 |
|
10% Discount for BIS Testing Charges |
| 4.2.2-5.2(Toys to be worn on the head-Beards, moustaches, wigs, etc. made from hair, pile, or material that behaves in a similar manner to hair (e.g. free-hanging ribbons, paper, cloth strands, or other flowing elements), which protrude 50 mm or more from the surface of the toy-Duration of the flame after the removal of the test flame) |
- |
1500 |
|
Complete Testing Charges Rs 1500 + GST (10% Discount for BIS Testing Charges) |
| 4.2.2(a)-5.2(Toys to be worn on the head-Test relating to Beards, moustaches, wigs, etc. made from hair, pile, or material that behaves in a similar manner to hair (e.g. free-hanging ribbons, paper, cloth strands, or other flowing elements), which protrude 50 mm or more from the surface of the toy- if ignition occurs, the maximum burnt length of hair, pile, or material that behaves in a similar manner when the initial length was 150 mm or more) |
- |
1500 |
|
Complete Testing Charges Rs 1500 + GST (10% Discount for BIS Testing Charges) |
| 4.2.2(b)-5.2(Toys to be worn on the head-Test relating to Beards, moustaches, wigs, etc. made from hair, pile, or material that behaves in a similar manner to hair (e.g. free-hanging ribbons, paper, cloth strands, or other flowing elements), which protrude 50 mm or more from the surface of the toy- if ignition occurs, the maximum burnt length of hair, pile, or material that behaves in a similar manner when the initial length was less than 150 mm) |
- |
1500 |
|
Complete Testing Charges Rs 1500 + GST (10% Discount for BIS Testing Charges) |
| 4.2.3-5.3(Toys to be worn on the head-Beards, moustaches, wigs, etc. made from hair, pile, or material that behaves in a similar manner to hair (e.g. free-hanging ribbons, paper, cloth strands, or other flowing elements), which protrude less than 50 mm and more than 5 mm from the surface of the toy-Duration of the flame after the removal of the test flame) |
- |
1500 |
|
Complete Testing Charges Rs 1500 + GST (10% Discount for BIS Testing Charges) |
| 4.2.4-5.3(Toys to be worn on the head-Full or partial moulded head masks-Duration of the flame after the removal of the test flame) |
- |
1500 |
|
Complete Testing Charges Rs 1500 + GST (10% Discount for BIS Testing Charges) |
| 4.2.5-5.4(Toys to be worn on the head-Flowing elements of toys to be worn on the head (except those covered by 4.2.2 and 4.2.3), hoods, headdresses, etc. and masks not covered by 4.2.4 which partially or fully cover the head (e.g. fabric and cardboard masks, eye masks, face masks)-rate of spread of flame) |
- |
1500 |
|
Complete Testing Charges Rs 1500 + GST (10% Discount for BIS Testing Charges) |
| 4.3-5.4(Toys to be worn on the head-Toy disguise costumes and toys intended to be worn by a child in play-rate of spread of flame) |
- |
1500 |
|
Complete Testing Charges Rs 1500 + GST (10% Discount for BIS Testing Charges) |
| 4.3(Toys to be worn on the head-Toy disguise costumes and toys intended to be worn by a child in play) |
- |
500 |
|
10% Discount for BIS Testing Charges |
| 4.4-5.4(Toys intended to be entered by a child-rate of spread of flame) |
- |
1500 |
|
Complete Testing Charges Rs 1500 + GST (10% Discount for BIS Testing Charges) |
| 4.5-5.5(Soft-filled toys-rate of spread of flame ) |
- |
1500 |
|
Complete Testing Charges Rs 1500 + GST (10% Discount for BIS Testing Charges) |
| 4.4(Toys intended to be entered by a child-rate of spread of flame-Test relating to flowing elements of toys to be worn on the head (except those
covered by 4.2.2 and 4.2.3), hoods, headdresses, etc. and masks not covered by 4.2.4 which partially or fully cover the head (e.g. fabric and cardboard masks, eye masks, face masks), toy disguise costumes and toys intended to be entered or worn by a child
) |
- |
500 |
|
10% Discount for BIS Testing Charges |
|
08 Apr, 2028 |
- Included w.e.f. 28.08.2023 |