| 11671 |
Vardhamana Testing Laboratory OPC Pvt. Ltd.
| 8178226
| IS 16102 : Part 1 (2012) |
Self - Ballasted led lamps for general lighting services: Part 1 safety requirements |
- |
25000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 5(Marking) |
- |
1000 |
|
- |
| 6(Interchangeability) |
- |
1000 |
|
- |
| 7(Protection against accidental contact with live parts) |
- |
3000 |
|
- |
| 8(Insulation Resistance and Electric Strength) |
- |
4000 |
|
- |
| 9(MECHANICAL STRENGTH) |
- |
3000 |
|
- |
| 10(cap temperature) |
- |
2500 |
|
- |
| 11(Resistance to Heat) |
- |
4000 |
|
- |
| 12(Resistance to Flame and Ignition) |
- |
2000 |
|
- |
| 13(Fault conditions) |
- |
1000 |
|
- |
| 14(Creepage distances and clearances) |
- |
1000 |
|
- |
| 14(Creepage distance and clearances) |
- |
0 |
|
- |
| 4(General requirement and General test requirements) |
- |
0 |
|
- |
| 5(Marking) |
- |
0 |
|
- |
| 6(Interchangeability) |
- |
0 |
|
- |
| 7(Protection against accidental contact with live parts) |
- |
0 |
|
- |
| 8(Strength after humidity treatment) |
- |
0 |
|
- |
| 9(Mechanical strength) |
- |
0 |
|
- |
| 10(Cap temperature rise) |
- |
0 |
|
- |
| 11(Resistance to heat) |
- |
0 |
|
- |
| 12(Resistance to flame and ignition) |
- |
0 |
|
- |
| 13(Fault conditions) |
- |
0 |
|
- |
| 4(GENERAL REQUIREMENT AND GENERAL TEST REQUIREMENTS) |
- |
0 |
|
- |
| 15(Selection of lamps for tests (Sampling)) |
- |
500 |
|
- |
| 16(Condition of compliance) |
- |
500 |
|
- |
| 17(Tests) |
- |
500 |
|
- |
| Annex A(Ovreview of systems composed of LED modules and control gear) |
- |
500 |
|
- |
| Annex B(Lamps with operating position limitations) |
- |
500 |
|
- |
|
29 Apr, 2027 |
- - |
| 11672 |
Vardhamana Testing Laboratory OPC Pvt. Ltd.
| 8178226
| IS 10322 : Part 5 : Sec 9 (2017) |
Luminaires: Part 5 particular requirements: Sec 9 rope lights |
- |
33000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 21.6(Marking) |
- |
1000 |
|
- |
| 21.7(Construction) |
- |
3000 |
|
- |
| 21.8(Creepage Distance and Clearances) |
- |
2000 |
|
- |
| 21.9(Provision for earthing) |
- |
1000 |
|
- |
| 21.10(Terminals) |
- |
1000 |
|
- |
| 21.11(External & Internal Wiring) |
- |
1000 |
|
- |
| 21.12(Protection against electric shock) |
- |
1000 |
|
- |
| 21.13(Endurance Tests and Thermal Tests) |
- |
8000 |
|
- |
| 21.14(Resistance to Dust & Moisture) |
- |
5000 |
|
- |
| 21.15(Insulation Resistance and Electric Strength) |
- |
4000 |
|
- |
| 21.16(Resistance to Heat , fire and tracking) |
- |
5000 |
|
- |
| 21.4(General Test Requireements) |
- |
100 |
|
- |
| 21.5(Classification of Luminaires') |
- |
100 |
|
- |
| 21.7.1(General) |
- |
200 |
|
- |
| 21.7.3(Terminals and supply connections) |
- |
200 |
|
- |
| 21.7.4(Control units) |
- |
200 |
|
- |
| 21.7.5(Mechanical strength) |
- |
200 |
|
- |
|
29 Apr, 2027 |
- - |
| 11673 |
Vardhamana Testing Laboratory OPC Pvt. Ltd.
| 8178226
| IS 10322 : Part 5 : Sec 8 (2013) |
Luminaires: Part 5 particular requirements: Sec 8 emergency lighting |
- |
33100 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 5(Classification of Luminaires') |
- |
1000 |
|
- |
| 6.0(Marking) |
- |
1000 |
|
- |
| 8.0(Creepage Distance and Clearances) |
- |
1000 |
|
- |
| 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) |
- |
6000 |
|
- |
| 14.0(Resistance to Dust & Moisture) |
- |
4000 |
|
- |
| 15.0(Insulation Resistance and Electric Strength) |
- |
2000 |
|
- |
| 16.0(Resistance to Heat , fire and tracking) |
- |
3000 |
|
- |
| 4(General Test Requireements) |
- |
500 |
|
- |
| 7.0(Construction) |
- |
1000 |
|
- |
| 20.0(BATTERY CHARGERS FOR SELFCONTAINED EMERGENCY LUMINAIRES) |
- |
500 |
|
- |
| 19.0(High Temperature Operation) |
- |
5000 |
|
- |
| 18.0(Changeover Operation) |
- |
1000 |
|
- |
| 22.0(REST MODE AND INIHIBITION MODE FACILITIES) |
- |
1000 |
|
- |
| 21.0(TEST DEVICES FOR EMERGENCY OPERATION) |
- |
100 |
|
- |
| 17.0(Functional Safety) |
- |
2000 |
|
- |
|
29 Apr, 2027 |
- - |
| 11674 |
Vardhamana Testing Laboratory OPC Pvt. Ltd.
| 8178226
| IS 10322 : Part 5 : Sec 7 (2017) |
Luminaires: Part 5 particular requirements: Sec 7 lighting chains (First Revision) |
- |
33000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 20.6(Marking) |
- |
1000 |
|
- |
| 20.7(Construction) |
- |
3000 |
|
- |
| 20.8(Creepage Distance and Clearances) |
- |
2000 |
|
- |
| 20.9(Provision for earthing) |
- |
1000 |
|
- |
| 20.10(Terminals) |
- |
1000 |
|
- |
| 20.11(External & Internal Wiring) |
- |
1000 |
|
- |
| 20.12(Protection against electric shock) |
- |
1000 |
|
- |
| 20.13(Endurance Tests and Thermal Tests) |
- |
8000 |
|
- |
| 20.14(Resistance to Dust & Moisture) |
- |
5000 |
|
- |
| 20.15(Insulation Resistance and Electric Strength) |
- |
4000 |
|
- |
| 20.16(Resistance to Heat , fire and tracking) |
- |
6000 |
|
- |
| 20.4(General Test Requireements) |
- |
1000 |
|
- |
| 20.5(Classification of Luminaires') |
- |
1000 |
|
- |
|
29 Apr, 2027 |
- - |
| 11675 |
Vardhamana Testing Laboratory OPC Pvt. Ltd.
| 8178226
| IS 10322 : Part 5 : Sec 6 (2013) |
Luminaires: Part 5 particular requirements: Sec 6 handlamps |
- |
33000 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 |
|
- |
| 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 |
|
- |
| 5(Classification of Luminaires') |
- |
0 |
|
- |
| 11.0(External & Internal Wiring) |
- |
0 |
|
- |
| 4(General Test Requireements) |
- |
0 |
|
- |
| 8.2(Packing -Each Package shall bear the following Particulars) |
- |
0 |
|
- |
|
29 Apr, 2027 |
- - |
| 11676 |
Vardhamana Testing Laboratory OPC Pvt. Ltd.
| 8178226
| IS 10322 : Part 5 : Sec 2 (2012) |
Luminaires: Part 5 particular requirements: Sec 2 recessed luminaires (First Revision) |
- |
40000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 6(Marking) |
- |
1000 |
|
- |
| 7(Construction) |
- |
3000 |
|
- |
| 8(Creepage Distance and Clearances) |
- |
2000 |
|
- |
| 9(Provision for earthing) |
- |
1000 |
|
- |
| 10(Terminals) |
- |
1000 |
|
- |
| 11(External & Internal Wiring) |
- |
1000 |
|
- |
| 12(Protection against electric shock) |
- |
1000 |
|
- |
| 13(Endurance Tests and Thermal Tests) |
- |
8000 |
|
- |
| 14(Resistance to Dust and Moisture) |
- |
5000 |
|
- |
| 15(Insulation Resistance and Electric Strength) |
- |
4000 |
|
- |
| 16(Resistance to Heat , fire and tracking) |
- |
6000 |
|
- |
| 17(Photometric Test) |
- |
7000 |
|
- |
| 4(General Test Requireements) |
- |
1000 |
|
- |
| 5(Classification of Luminaires') |
- |
1000 |
|
- |
|
29 Apr, 2027 |
- - |
| 11677 |
AADCO TESTING & RESEARCH LABORATORY PVT LTD (F28), GHAZIABAD
| 8141606
| IS 16720 (2018) |
Pulverized Fuel Ash-Cement Bricks- Specification |
ALL |
6500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 4.1 and fig.1A &1B(Dimensions- Length (L) ) |
- |
500 |
|
- |
| 4.1 and fig.1A &1B(Dimensions- Width (B) ) |
- |
500 |
|
- |
| 4.1 and fig.1A &1B(Dimensions- Height (H)) |
- |
500 |
|
- |
| 4.1 & 4.3 and fig.1A &1B(Dimensions - Depth) |
- |
500 |
|
- |
| 4.1 and fig.1A &1B(Dimensions) |
- |
500 |
|
- |
| 8.1(GENERAL) |
- |
500 |
|
- |
| 8.3(Density
Annex C of IS 2185 (Part 1)) |
- |
500 |
|
- |
| 8.4 and Table 1(Compressive Strength - Average
IS 3495 (Part 1)) |
- |
500 |
|
- |
| 8.5(Drying Shrinkage
IS 4139) |
- |
500 |
|
- |
| 8.6(Water Absorption
IS 3495 (Part 2)) |
- |
500 |
|
- |
|
26 Jul, 2027 |
- - |
| 11678 |
AADCO TESTING & RESEARCH LABORATORY PVT LTD (F28), GHAZIABAD
| 8141606
| IS 12894 (2002) |
Pulverized fuel ash - Lime bricks - Specification |
all |
6500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 3.1(General Requirements) |
- |
500 |
|
- |
| 3.2(General Requirements) |
- |
500 |
|
- |
| 3.3(General Requirements) |
- |
500 |
|
- |
| 3.4(General Requirements) |
- |
500 |
|
- |
| 3.5(General Requirements) |
- |
500 |
|
- |
| 5.1(Dimensions) |
- |
500 |
|
- |
| 5.2(Tolerance) |
- |
500 |
|
- |
| 7.1, Table -1(Average Wet Compressive Strength) |
- |
2000 |
|
- |
| 7.2(Drying Shrinkage) |
- |
500 |
|
- |
| 7.3(Efflorescence Test) |
- |
500 |
|
- |
| 7.4(Water Absorption) |
- |
500 |
|
- |
| 3.1(General Requirements) |
- |
500 |
|
- |
| 3.2(General Requirements) |
- |
500 |
|
- |
| 3.3(General Requirements) |
- |
500 |
|
- |
| 3.4(General Requirements) |
- |
500 |
|
- |
| 3.5(General Requirements) |
- |
500 |
|
- |
| 5.1(Dimensions) |
- |
500 |
|
- |
| 5.2(Tolerance) |
- |
500 |
|
- |
| 7.1, Table -1(Average Wet Compressive Strength) |
- |
2000 |
|
- |
| 7.2(Drying Shrinkage) |
- |
500 |
|
- |
| 7.3(Efflorescence Test) |
- |
500 |
|
- |
| 7.4(Water Absorption) |
- |
500 |
|
- |
|
26 Jul, 2027 |
- - |
| 11679 |
AADCO TESTING & RESEARCH LABORATORY PVT LTD (F28), GHAZIABAD
| 8141606
| IS 2185 : Part 3 (1984) |
Concrete Masonry Units Part 3 Autoclaved Cellular Aerated Concrete Blocks |
ALL |
20000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 7(SURFACE TEXTURE AND FINISH) |
- |
500 |
|
- |
| 8(Physical requirments) |
- |
1000 |
|
- |
| 8.2(Physical requirments-Dimensions-Length) |
- |
500 |
|
- |
| 8.2(Physical requirments-Dimensions-Height) |
- |
500 |
|
- |
| 8.2(Physical requirments-Dimensions-Width) |
- |
500 |
|
- |
| 8.3(Physical requirments- Block density) |
- |
3000 |
|
- |
| 8.4(Physical requirments- Compressive strength) |
- |
3000 |
|
- |
| 8.5(Thermal Conductivity) |
- |
8000 |
|
- |
| 8.6( Drying Shrinkage ) |
- |
3000 |
|
- |
| 7(SURFACE TEXTURE AND FINISH) |
- |
- |
|
- |
| 8(Physical requirments) |
- |
- |
|
- |
| 8.2(Physical requirments-Dimensions-Length) |
- |
- |
|
- |
| 8.2(Physical requirments-Dimensions-Height) |
- |
- |
|
- |
| 8.2(Physical requirments-Dimensions-Width) |
- |
- |
|
- |
| 8.3(Physical requirments- Block density) |
- |
- |
|
- |
| 8.4(Physical requirments- Compressive strength) |
- |
- |
|
- |
| 8.5(Thermal Conductivity) |
- |
- |
|
- |
| 8.6( Drying Shrinkage ) |
- |
- |
|
- |
|
26 Jul, 2027 |
- - |
| 11680 |
AADCO TESTING & RESEARCH LABORATORY PVT LTD (F28), GHAZIABAD
| 8141606
| IS 15658 (2021) |
Concrete Paving Blocks - Specification ( First Revision ) |
ALL GRADE |
25000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Clause 7.1.1
(General Quality) |
- |
500 |
|
- |
| Clauses 7.1.2 & 9.1.2
(Visual Inspection) |
- |
500 |
|
- |
| Clause 7.1.3
(Colour and Texture) |
- |
500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (i)
(Width, W) |
- |
500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (ii)
(Length, L) |
- |
500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iii)
(Thickness, Th) |
- |
500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iv)
(Aspect Ratio, L/Th) |
- |
500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Width) |
- |
500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Depth) |
- |
500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Thickness of wearing Layer) |
- |
500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Plan Area (Asp)) |
- |
500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (ix)(Deviation from squareness) |
- |
500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) b)(Water absorption (Average of three test specimens)) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) a)( Indivdual Water absorption) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Compressive strength (Average of eight test specimens)) |
- |
2500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) ii)(Wet Abrasion resistance (Average of three test specimens)) |
- |
2000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) ii)(Dry Abrasion resistance (Average of three test specimens)) |
- |
2000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) b)(Average Tensile splitting strength ) |
- |
3000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) b)(Average Flexural strength ) |
- |
4000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 10 cycles) |
- |
2500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 25 cycles) |
- |
5000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 50 cycles) |
- |
10000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 10 cycles) |
- |
2500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 25 cycles) |
- |
5000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 50 cycles) |
- |
10000 |
|
- |
| Clause 7.1.1
(General Quality) |
- |
500 |
|
- |
| Clauses 7.1.2 & 9.1.2
(Visual Inspection) |
- |
500 |
|
- |
| Clause 7.1.3
(Colour and Texture) |
- |
500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (i)
(Width, W) |
- |
500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (ii)
(Length, L) |
- |
500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iii)
(Thickness, Th) |
- |
500 |
|
- |
| Clause 7.2, Table No. 2, SI No. (iv)
(Aspect Ratio, L/Th) |
- |
500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Width) |
- |
500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Depth) |
- |
500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Thickness of wearing Layer) |
- |
500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Plan Area (Asp)) |
- |
500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
500 |
|
- |
| Clause 7.2 & 9.1.3, Table 2, SI No. (ix)(Deviation from squareness) |
- |
500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) b)(Water absorption (Average of three test specimens)) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (i) a)( Indivdual Water absorption) |
- |
1000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Compressive strength (Average of eight test specimens)) |
- |
2500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) ii)(Wet Abrasion resistance (Average of three test specimens)) |
- |
2000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) ii)(Dry Abrasion resistance (Average of three test specimens)) |
- |
2000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (iv) b)(Average Tensile splitting strength ) |
- |
3000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (v) b)(Average Flexural strength ) |
- |
4000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 10 cycles) |
- |
2500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 25 cycles) |
- |
5000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 50 cycles) |
- |
10000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 10 cycles) |
- |
2500 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 25 cycles) |
- |
5000 |
|
- |
| Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 50 cycles) |
- |
10000 |
|
- |
|
26 Jul, 2027 |
- - |
| 11681 |
National Test House (NR) - NTH, Ghaziabad
| 8101304
| IS 14255 (1995) |
Aertal bunched cables - For working voltages up to and including 1100 Volts - Specification |
- |
20000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 10.1 a) i)(Tests on phase/street light conductor: tensile test - Test method IS10810:Part 2) |
- |
250 |
|
- |
| 10.1 a) ii)(Wrapping test - 10810: Part 3) |
- |
250 |
|
- |
| 10.1 a) iii)(Resistance test - IS10810: Part 5) |
- |
250 |
|
- |
| 10.1 b) i)(Test on messenger conductor: Breaking load - IS 10810: Part 2) |
- |
250 |
|
- |
| 10.1 b) ii)(Test on messenger conductor: Elongation test - Cl 11.3) |
- |
250 |
|
- |
| 10.1 b) iii)(Test on messenger conductor: Resistance test - IS 10810: Part 5) |
- |
250 |
|
- |
| 10.1 c) i)(Physical tests for XLPE Insulation:
Tensile strength - IS 10810: Part 7) |
- |
250 |
|
- |
| 10.1 c) i)(Physical tests for XLPE Insulation:
elongation at break - IS 10810: part 7) |
- |
250 |
|
- |
| 10.1 c) ii)(Ageing in air oven : Tensile strength variation - IS 10810:Part 11) |
- |
250 |
|
- |
| 10.1 c) ii)(Ageing in air oven : Elongation variation- IS 10810: Part 11) |
- |
250 |
|
- |
| 10.1 c) iii)(Hot set test: Elongation under load - IS 10810: Part 30) |
- |
250 |
|
- |
| 10.1 c) iii)(Hot set test: Permanent elongation (set) after cooling - IS 10810: Part 30) |
- |
250 |
|
- |
| 10.1 c) iv)(Shrinkage test : Crack Observed - 10810:Part 12) |
- |
250 |
|
- |
| 10.1 c) iv)(Shrinkage test : Shrinkage - 10810:Part 12) |
- |
250 |
|
- |
| 10.1 c) v)(Water ahsorption (Gravimetric) - IS 10810: Part 33 ) |
- |
250 |
|
- |
| 10.1 d) i)(Physical test for PE insulation:
Tensile strength - IS 10810: Part 7 ) |
- |
250 |
|
- |
| 10.1 d) i)(Physical test for PE insulation: elongation at break - IS 10810: Part 7) |
- |
250 |
|
- |
| 10.1 d) ii)(Melt flow index- IS 10810: Part 23) |
- |
250 |
|
- |
| 10.1 d) iv)(Vicat softening point -IS 10810: Part 22) |
- |
250 |
|
- |
| 10.1 d) v)(Environmental stress cracking -IS 10810:Part29) |
- |
250 |
|
- |
| 10.1 f)(Insulation resistance (Volume resistivity) test a) volume resistivity at 27°C - IS 10810: Part 43) |
- |
250 |
|
- |
| 10.1 f)(Insulation resistance (Volume resistivity) test b) volume resistivity at 70°C - IS 10810: Part 43) |
- |
250 |
|
- |
| 10.1 g)(High voltage test - IS10810:Part 45) |
- |
250 |
|
- |
| 6.4(size of street lighting conductor) |
- |
250 |
|
- |
| 6.5(Size of messenger conductor ) |
- |
250 |
|
- |
| 4.1(Phase/Street Lighting conductor) |
- |
250 |
|
- |
| 4.2(Messenger (Neutral Conductor or Otherwise)) |
- |
250 |
|
- |
| 6.2(No of strands) |
- |
250 |
|
- |
| 5.1(Insulation) |
- |
250 |
|
- |
| 6.1(Flexibility class) |
- |
250 |
|
- |
| 6.2(Compactness) |
- |
250 |
|
- |
| 6.2(Surface) |
- |
250 |
|
- |
| 6.3(Protective barrier) |
- |
250 |
|
- |
| 6.6(Direction of outer layer) |
- |
250 |
|
- |
| 7.2( Thickness of insulation) |
- |
250 |
|
- |
| 7.3(Tolerance on thickness of insulation ) |
- |
250 |
|
- |
| 7.5(Colour of the insulation ) |
- |
250 |
|
- |
| 9.1(Assembly (Laying up)) |
- |
250 |
|
- |
| 9.3(Direction of lay) |
- |
250 |
|
- |
| 11.4(Bending Test on the Completed Cable ( Optional) ) |
- |
250 |
|
- |
|
- |
- - |
| 11682 |
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) |
| 11683 |
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 |
- - |
| 11684 |
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 |
| 11685 |
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 |
| 11686 |
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 |
| 11687 |
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 |
|
- |
|
- |
- - |
| 11688 |
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 |
- - |
| 11689 |
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 |
- - |
| 11690 |
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 |
| 11691 |
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 |
| 11692 |
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 |
| 11693 |
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) |
| 11694 |
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 |
| 11695 |
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 |
| 11696 |
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. |
| 11697 |
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 |
| 11698 |
Atharva Laboratories Pvt. Ltd. (D115A), Noida (8134206)
| 8134206
| IS 12254 (2021) |
POLYVINYLCHLORIDE PVC INDUSTRIAL BOOTS - SPECIFICATION Second Revision |
- |
47080 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 5.2(Size) |
- |
100 |
|
- |
| 5.3(Height) |
- |
200 |
|
- |
| 5.4.2(Ergonomic feature) |
- |
300 |
|
- |
| 5.4.3(Sole bond) |
- |
600 |
|
- |
| 5.4.4(Slip resistance) |
- |
1000 |
|
- |
| 5.4.5(Leak proofness) |
- |
480 |
|
- |
| 5.4.6.1(Toe caps General) |
- |
200 |
|
- |
| 5.4.6.2(Internal length of toecaps) |
- |
200 |
|
- |
| 5.4.6.3(Corrosion resistance) |
- |
500 |
|
- |
| 5.4.6.4(Impact resistance) |
- |
600 |
|
- |
| 5.4.6.5(Compression resistance) |
- |
600 |
|
- |
| 5.4.7(Colour) |
- |
200 |
|
- |
| 5.4.8.1(Conductive Footwear) |
- |
2500 |
|
- |
| 5.4.8.2(Antistatic Footwear) |
- |
2500 |
|
- |
| 5.4.8.3.2(Penetration resistance) |
- |
1000 |
|
- |
| 5.4.8.4(Cut resistance) |
- |
2500 |
|
- |
| 5.4.8.5(Outsole resistance to acid and alkali) |
- |
1000 |
|
- |
| 5.4.8.6(Outsole resistance to fuel oil) |
- |
1000 |
|
- |
| 5.5.1(Upper material) |
- |
125 |
|
- |
| 5.5.1(Upper Thickness) |
- |
125 |
|
- |
| 5.5.2(Upper tensile strength) |
- |
600 |
|
- |
| 5.5.3(Upper flexing) |
- |
600 |
|
- |
| 5.5.4(Upper Hardness) |
- |
800 |
|
- |
| 5.5.5(Upper Cold flex resistance) |
- |
1000 |
|
- |
| 5.6.1(Lining material) |
- |
150 |
|
- |
| 5.6.2(Lining Tear strength) |
- |
600 |
|
- |
| 5.6.3(Lining abrasion) |
- |
840 |
|
- |
| 5.6.4(Lining adhesion with upper) |
- |
840 |
|
- |
| 5.7.1(Insole material) |
- |
250 |
|
- |
| 5.7.2(Insole abrasion) |
- |
840 |
|
- |
| 5.7.3(Water absorption and desorption) |
- |
600 |
|
- |
| 5.8.2(Eyelets material) |
- |
150 |
|
- |
| 5.8.2(Lace material) |
- |
200 |
|
- |
| 5.8.2(Lace length) |
- |
200 |
|
- |
| 5.8.2(Lace breaking load) |
- |
200 |
|
- |
| 5.9.1(Insock material) |
- |
150 |
|
- |
| 5.9.2(Inscok abrasion resistance) |
- |
840 |
|
- |
| 5.9.3(Insock water absorption and desorption) |
- |
600 |
|
- |
| 5.11.1(Outsole material) |
- |
125 |
|
- |
| 5.11.1(Outsole thickness) |
- |
125 |
|
- |
| 5.11.2(Outsole density) |
- |
500 |
|
- |
| 5.11.3(Outsole Interlayer bond) |
- |
600 |
|
- |
| 5.11.4(Outsole tear) |
- |
600 |
|
- |
| 5.11.5(Outsole Abrasion) |
- |
840 |
|
- |
| 5.11.6(Outsole hardness) |
- |
800 |
|
- |
| 5.11.7(Outsole flexing) |
- |
600 |
|
- |
| 5.11.8(Outsole cold flex resistance) |
- |
1000 |
|
- |
| 6.1(Volatility) |
- |
300 |
|
- |
| 6.2(Lead content) |
- |
300 |
|
- |
| 5.2(Size) |
- |
0 |
|
- |
| 5.3(Height) |
- |
0 |
|
- |
| 5.4.2(Ergonomic feature) |
- |
0 |
|
- |
| 5.4.3(Sole bond) |
- |
0 |
|
- |
| 5.4.4(Slip resistance) |
- |
0 |
|
- |
| 5.4.5(Leak proofness) |
- |
0 |
|
- |
| 5.4.6.1(Toe caps General) |
- |
0 |
|
- |
| 5.4.6.2(Internal length of toecaps) |
- |
0 |
|
- |
| 5.4.6.3(Corrosion resistance) |
- |
0 |
|
- |
| 5.4.6.4(Impact resistance) |
- |
0 |
|
- |
| 5.4.6.5(Compression resistance) |
- |
0 |
|
- |
| 5.4.7(Colour) |
- |
0 |
|
- |
| 5.4.8.1(Conductive Footwear) |
- |
0 |
|
- |
| 5.4.8.2(Antistatic Footwear) |
- |
0 |
|
- |
| 5.4.8.3.2(Penetration resistance) |
- |
0 |
|
- |
| 5.4.8.4(Cut resistance) |
- |
0 |
|
- |
| 5.4.8.5(Outsole resistance to acid and alkali) |
- |
0 |
|
- |
| 5.4.8.6(Outsole resistance to fuel oil) |
- |
0 |
|
- |
| 5.5.1(Upper material) |
- |
0 |
|
- |
| 5.5.1(Upper Thickness) |
- |
0 |
|
- |
| 5.5.2(Upper tensile strength) |
- |
0 |
|
- |
| 5.5.3(Upper flexing) |
- |
0 |
|
- |
| 5.5.4(Upper Hardness) |
- |
0 |
|
- |
| 5.5.5(Upper Cold flex resistance) |
- |
0 |
|
- |
| 5.6.1(Lining material) |
- |
0 |
|
- |
| 5.6.2(Lining Tear strength) |
- |
0 |
|
- |
| 5.6.3(Lining abrasion) |
- |
0 |
|
- |
| 5.6.4(Lining adhesion with upper) |
- |
0 |
|
- |
| 5.7.1(Insole material) |
- |
0 |
|
- |
| 5.7.2(Insole abrasion) |
- |
0 |
|
- |
| 5.7.3(Water absorption and desorption) |
- |
0 |
|
- |
| 5.8.2(Eyelets material) |
- |
0 |
|
- |
| 5.8.2(Lace material) |
- |
0 |
|
- |
| 5.8.2(Lace length) |
- |
0 |
|
- |
| 5.8.2(Lace breaking load) |
- |
0 |
|
- |
| 5.9.1(Insock material) |
- |
0 |
|
- |
| 5.9.2(Inscok abrasion resistance) |
- |
0 |
|
- |
| 5.9.3(Insock water absorption and desorption) |
- |
0 |
|
- |
| 5.11.1(Outsole material) |
- |
0 |
|
- |
| 5.11.1(Outsole thickness) |
- |
0 |
|
- |
| 5.11.2(Outsole density) |
- |
0 |
|
- |
| 5.11.3(Outsole Interlayer bond) |
- |
0 |
|
- |
| 5.11.4(Outsole tear) |
- |
0 |
|
- |
| 5.11.5(Outsole Abrasion) |
- |
0 |
|
- |
| 5.11.6(Outsole hardness) |
- |
0 |
|
- |
| 5.11.7(Outsole flexing) |
- |
0 |
|
- |
| 5.11.8(Outsole cold flex resistance) |
- |
0 |
|
- |
| 6.1(Volatility) |
- |
0 |
|
- |
| 6.2(Lead content) |
- |
0 |
|
- |
| 5.2(Size) |
- |
0 |
|
- |
| 5.3(Height) |
- |
0 |
|
- |
| 5.4.2(Ergonomic feature) |
- |
0 |
|
- |
| 5.4.3(Sole bond) |
- |
0 |
|
- |
| 5.4.4(Slip resistance) |
- |
0 |
|
- |
| 5.4.5(Leak proofness) |
- |
0 |
|
- |
| 5.4.6.1(Toe caps General) |
- |
0 |
|
- |
| 5.4.6.2(Internal length of toecaps) |
- |
0 |
|
- |
| 5.4.6.3(Corrosion resistance) |
- |
0 |
|
- |
| 5.4.6.4(Impact resistance) |
- |
0 |
|
- |
| 5.4.6.5(Compression resistance) |
- |
0 |
|
- |
| 5.4.7(Colour) |
- |
0 |
|
- |
| 5.4.8.1(Conductive Footwear) |
- |
0 |
|
- |
| 5.4.8.2(Antistatic Footwear) |
- |
0 |
|
- |
| 5.4.8.3.2(Penetration resistance) |
- |
0 |
|
- |
| 5.4.8.4(Cut resistance) |
- |
0 |
|
- |
| 5.4.8.5(Outsole resistance to acid and alkali) |
- |
0 |
|
- |
| 5.4.8.6(Outsole resistance to fuel oil) |
- |
0 |
|
- |
| 5.5.1(Upper material) |
- |
0 |
|
- |
| 5.5.1(Upper Thickness) |
- |
0 |
|
- |
| 5.5.2(Upper tensile strength) |
- |
0 |
|
- |
| 5.5.3(Upper flexing) |
- |
0 |
|
- |
| 5.5.4(Upper Hardness) |
- |
0 |
|
- |
| 5.5.5(Upper Cold flex resistance) |
- |
0 |
|
- |
| 5.6.1(Lining material) |
- |
0 |
|
- |
| 5.6.2(Lining Tear strength) |
- |
0 |
|
- |
| 5.6.3(Lining abrasion) |
- |
0 |
|
- |
| 5.6.4(Lining adhesion with upper) |
- |
0 |
|
- |
| 5.7.1(Insole material) |
- |
0 |
|
- |
| 5.7.2(Insole abrasion) |
- |
0 |
|
- |
| 5.7.3(Water absorption and desorption) |
- |
0 |
|
- |
| 5.8.2(Eyelets material) |
- |
0 |
|
- |
| 5.8.2(Lace material) |
- |
0 |
|
- |
| 5.8.2(Lace length) |
- |
0 |
|
- |
| 5.8.2(Lace breaking load) |
- |
0 |
|
- |
| 5.9.1(Insock material) |
- |
0 |
|
- |
| 5.9.2(Inscok abrasion resistance) |
- |
0 |
|
- |
| 5.9.3(Insock water absorption and desorption) |
- |
0 |
|
- |
| 5.11.1(Outsole material) |
- |
0 |
|
- |
| 5.11.1(Outsole thickness) |
- |
0 |
|
- |
| 5.11.2(Outsole density) |
- |
0 |
|
- |
| 5.11.3(Outsole Interlayer bond) |
- |
0 |
|
- |
| 5.11.4(Outsole tear) |
- |
0 |
|
- |
| 5.11.5(Outsole Abrasion) |
- |
0 |
|
- |
| 5.11.6(Outsole hardness) |
- |
0 |
|
- |
| 5.11.7(Outsole flexing) |
- |
0 |
|
- |
| 5.11.8(Outsole cold flex resistance) |
- |
0 |
|
- |
| 6.1(Volatility) |
- |
0 |
|
- |
| 6.2(Lead content) |
- |
0 |
|
- |
| 5.2(Size) |
- |
0 |
|
- |
| 5.3(Height) |
- |
0 |
|
- |
| 5.4.2(Ergonomic feature) |
- |
0 |
|
- |
| 5.4.3(Sole bond) |
- |
0 |
|
- |
| 5.4.4(Slip resistance) |
- |
0 |
|
- |
| 5.4.5(Leak proofness) |
- |
0 |
|
- |
| 5.4.6.1(Toe caps General) |
- |
0 |
|
- |
| 5.4.6.2(Internal length of toecaps) |
- |
0 |
|
- |
| 5.4.6.3(Corrosion resistance) |
- |
0 |
|
- |
| 5.4.6.4(Impact resistance) |
- |
0 |
|
- |
| 5.4.6.5(Compression resistance) |
- |
0 |
|
- |
| 5.4.7(Colour) |
- |
0 |
|
- |
| 5.4.8.1(Conductive Footwear) |
- |
0 |
|
- |
| 5.4.8.2(Antistatic Footwear) |
- |
0 |
|
- |
| 5.4.8.3.2(Penetration resistance) |
- |
0 |
|
- |
| 5.4.8.4(Cut resistance) |
- |
0 |
|
- |
| 5.4.8.5(Outsole resistance to acid and alkali) |
- |
0 |
|
- |
| 5.4.8.6(Outsole resistance to fuel oil) |
- |
0 |
|
- |
| 5.5.1(Upper material) |
- |
0 |
|
- |
| 5.5.1(Upper Thickness) |
- |
0 |
|
- |
| 5.5.2(Upper tensile strength) |
- |
0 |
|
- |
| 5.5.3(Upper flexing) |
- |
0 |
|
- |
| 5.5.4(Upper Hardness) |
- |
0 |
|
- |
| 5.5.5(Upper Cold flex resistance) |
- |
0 |
|
- |
| 5.6.1(Lining material) |
- |
0 |
|
- |
| 5.6.2(Lining Tear strength) |
- |
0 |
|
- |
| 5.6.3(Lining abrasion) |
- |
0 |
|
- |
| 5.6.4(Lining adhesion with upper) |
- |
0 |
|
- |
| 5.7.1(Insole material) |
- |
0 |
|
- |
| 5.7.2(Insole abrasion) |
- |
0 |
|
- |
| 5.7.3(Water absorption and desorption) |
- |
0 |
|
- |
| 5.8.2(Eyelets material) |
- |
0 |
|
- |
| 5.8.2(Lace material) |
- |
0 |
|
- |
| 5.8.2(Lace length) |
- |
0 |
|
- |
| 5.8.2(Lace breaking load) |
- |
0 |
|
- |
| 5.9.1(Insock material) |
- |
0 |
|
- |
| 5.9.2(Inscok abrasion resistance) |
- |
0 |
|
- |
| 5.9.3(Insock water absorption and desorption) |
- |
0 |
|
- |
| 5.11.1(Outsole material) |
- |
0 |
|
- |
| 5.11.1(Outsole thickness) |
- |
0 |
|
- |
| 5.11.2(Outsole density) |
- |
0 |
|
- |
| 5.11.3(Outsole Interlayer bond) |
- |
0 |
|
- |
| 5.11.4(Outsole tear) |
- |
0 |
|
- |
| 5.11.5(Outsole Abrasion) |
- |
0 |
|
- |
| 5.11.6(Outsole hardness) |
- |
0 |
|
- |
| 5.11.7(Outsole flexing) |
- |
0 |
|
- |
| 5.11.8(Outsole cold flex resistance) |
- |
0 |
|
- |
| 6.1(Volatility) |
- |
0 |
|
- |
| 6.2(Lead content) |
- |
0 |
|
- |
| 5.2(Size) |
- |
0 |
|
- |
| 5.3(Height) |
- |
0 |
|
- |
| 5.4.2(Ergonomic feature) |
- |
0 |
|
- |
| 5.4.3(Sole bond) |
- |
0 |
|
- |
| 5.4.4(Slip resistance) |
- |
0 |
|
- |
| 5.4.5(Leak proofness) |
- |
0 |
|
- |
| 5.4.6.1(Toe caps General) |
- |
0 |
|
- |
| 5.4.6.2(Internal length of toecaps) |
- |
0 |
|
- |
| 5.4.6.3(Corrosion resistance) |
- |
0 |
|
- |
| 5.4.6.4(Impact resistance) |
- |
0 |
|
- |
| 5.4.6.5(Compression resistance) |
- |
0 |
|
- |
| 5.4.7(Colour) |
- |
0 |
|
- |
| 5.4.8.1(Conductive Footwear) |
- |
0 |
|
- |
| 5.4.8.2(Antistatic Footwear) |
- |
0 |
|
- |
| 5.4.8.3.2(Penetration resistance) |
- |
0 |
|
- |
| 5.4.8.4(Cut resistance) |
- |
0 |
|
- |
| 5.4.8.5(Outsole resistance to acid and alkali) |
- |
0 |
|
- |
| 5.4.8.6(Outsole resistance to fuel oil) |
- |
0 |
|
- |
| 5.5.1(Upper material) |
- |
0 |
|
- |
| 5.5.1(Upper Thickness) |
- |
0 |
|
- |
| 5.5.2(Upper tensile strength) |
- |
0 |
|
- |
| 5.5.3(Upper flexing) |
- |
0 |
|
- |
| 5.5.4(Upper Hardness) |
- |
0 |
|
- |
| 5.5.5(Upper Cold flex resistance) |
- |
0 |
|
- |
| 5.6.1(Lining material) |
- |
0 |
|
- |
| 5.6.2(Lining Tear strength) |
- |
0 |
|
- |
| 5.6.3(Lining abrasion) |
- |
0 |
|
- |
| 5.6.4(Lining adhesion with upper) |
- |
0 |
|
- |
| 5.7.1(Insole material) |
- |
0 |
|
- |
| 5.7.2(Insole abrasion) |
- |
0 |
|
- |
| 5.7.3(Water absorption and desorption) |
- |
0 |
|
- |
| 5.8.2(Eyelets material) |
- |
0 |
|
- |
| 5.8.2(Lace material) |
- |
0 |
|
- |
| 5.8.2(Lace length) |
- |
0 |
|
- |
| 5.8.2(Lace breaking load) |
- |
0 |
|
- |
| 5.9.1(Insock material) |
- |
0 |
|
- |
| 5.9.2(Inscok abrasion resistance) |
- |
0 |
|
- |
| 5.9.3(Insock water absorption and desorption) |
- |
0 |
|
- |
| 5.11.1(Outsole material) |
- |
0 |
|
- |
| 5.11.1(Outsole thickness) |
- |
0 |
|
- |
| 5.11.2(Outsole density) |
- |
0 |
|
- |
| 5.11.3(Outsole Interlayer bond) |
- |
0 |
|
- |
| 5.11.4(Outsole tear) |
- |
0 |
|
- |
| 5.11.5(Outsole Abrasion) |
- |
0 |
|
- |
| 5.11.6(Outsole hardness) |
- |
0 |
|
- |
| 5.11.7(Outsole flexing) |
- |
0 |
|
- |
| 5.11.8(Outsole cold flex resistance) |
- |
0 |
|
- |
| 6.1(Volatility) |
- |
0 |
|
- |
| 6.2(Lead content) |
- |
0 |
|
- |
| Table 1 as per IS 17011 2018(pH) |
- |
300 |
|
- |
| Table 1 as per IS 17011 2018(Phthalates (each individual phthalate)) |
- |
2000 |
|
- |
| Table 1 as per IS 17011 2018(Nickel, on skin contact) |
- |
1000 |
|
- |
| Table 1 as per IS 17011 2018(Allergenic and carcinogenic disperse dyes) |
- |
3000 |
|
- |
| Table 1 as per IS 17011 2018(Aromatic amines released from Azo dyes (each individual amine)) |
- |
3000 |
|
- |
| Table 1 as per IS 17011 2018(Chromium (VI)) |
- |
700 |
|
- |
| Table 1 as per IS 17011 2018(Dimethyl fumarate (DMFU)) |
- |
1500 |
|
- |
| Table 1 as per IS 17011 2018(Formaldehyde (free or released by partial hydrolysis)) |
- |
1000 |
|
- |
| Table 1 as per IS 17011 2018(Organotin compounds) |
- |
1500 |
|
- |
| Table 1 as per IS 17011 2018(PCP-TeCP-TriCP polychlorophenols) |
- |
1500 |
|
- |
| 5.10(Closing Thread (If used)) |
- |
600 |
|
- |
|
21 Jul, 2028 |
- Revised Version of IS 12254:2021. Included w.e.f. 07.03.2023 |
| 11699 |
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 |
- - |
| 11700 |
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) |