| 121 |
IS 869 (2020) |
Specification for Ethylene Dichloride ( Third Revision ) |
Industrial Chemical-Ethylene Dichloride |
24500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 3.1(Description) |
- |
500 |
|
- |
| 3.1.1(Solubility) |
- |
500 |
|
- |
| 4.1() |
- |
500 |
|
- |
| 4.2(Marking) |
- |
500 |
|
- |
| 3.2 Table -1, Sl no. 1(Relative density at 15°C/15°C, Annex A2) |
- |
2000 |
|
- |
| 3.2 Table -1, Sl no. 2(1,2 Dichloroethane (EDC), weight percent, ASTM D 6806) |
- |
8500 |
|
- |
| 3.2 Table -1, Sl no. 3(Residue on evaporation, percent by mass, Annex A3) |
- |
3000 |
|
- |
| 3.2 Table -1, Sl no. 4(Acidity (as HCl), percent by mass, Annex A4) |
- |
3000 |
|
- |
| 3.2 Table -1, Sl no. 5(Colour, Annex A6) |
- |
3000 |
|
- |
| 3.2 Table -1, Sl no. 6(Moisture content, percent by mass, Annex A5) |
- |
3000 |
|
- |
| 3.1(Description) |
- |
0 |
|
- |
| 3.1.1(Solubility) |
- |
0 |
|
- |
| 4.1() |
- |
0 |
|
- |
| 4.2(Marking) |
- |
0 |
|
- |
| 3.2 Table -1, Sl no. 1(Relative density at 15°C/15°C, Annex A2) |
- |
0 |
|
- |
| 3.2 Table -1, Sl no. 2(1,2 Dichloroethane (EDC), weight percent, ASTM D 6806) |
- |
0 |
|
- |
| 3.2 Table -1, Sl no. 3(Residue on evaporation, percent by mass, Annex A3) |
- |
0 |
|
- |
| 3.2 Table -1, Sl no. 4(Acidity (as HCl), percent by mass, Annex A4) |
- |
0 |
|
- |
| 3.2 Table -1, Sl no. 5(Colour, Annex A6) |
- |
0 |
|
- |
| 3.2 Table -1, Sl no. 6(Moisture content, percent by mass, Annex A5) |
- |
0 |
|
- |
|
- |
- Included w.e.f 30.06.2025 |
| 122 |
IS 12029 (2023) |
Acid Oil - Specification (first revision of IS 12029) |
Industrial Fine chemical-Acid Oil |
13800 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 4.1(Iodine Value) |
- |
800 |
|
- |
| 4.2 Table 1 (i)(Total Fatty Matter (TFM) - IS 286 : 2018) |
- |
2000 |
|
- |
| 4.2 Table 1 (ii)(Moisture and volatile matter - IS 286 : 2018) |
- |
2000 |
|
- |
| 4.2 Table 1 (iii)(Free fatty Acid - IS 548 (Part 1/Sec 2) : 2021) |
- |
2000 |
|
- |
| 4.2 Table 1 (iv)(Free Mineral Acid ( As H₂SO₄) - IS 12029:2023) |
- |
1000 |
|
- |
| 4.2 Table 1 (v)(Unsaponifiable matter - IS 548 (Part 1/Sec 2) : 2021) |
- |
1000 |
|
- |
| 4.2 Table 1 (vi)(Oxidized Fatty Acid - IS 12029:2023) |
- |
2000 |
|
- |
| 4.2 Table 1 (vii)(Iron - IS 12029:2023) |
- |
2000 |
|
- |
| 4.2 Table 1 (viii)(Ash - IS 12029:2023) |
- |
1000 |
|
- |
| 4.1(Iodine Value) |
- |
0 |
|
- |
| 4.2 Table 1 (i)(Total Fatty Matter (TFM) - IS 286 : 2018) |
- |
0 |
|
- |
| 4.2 Table 1 (ii)(Moisture and volatile matter - IS 286 : 2018) |
- |
0 |
|
- |
| 4.2 Table 1 (iii)(Free fatty Acid - IS 548 (Part 1/Sec 2) : 2021) |
- |
0 |
|
- |
| 4.2 Table 1 (iv)(Free Mineral Acid ( As H₂SO₄) - IS 12029:2023) |
- |
0 |
|
- |
| 4.2 Table 1 (v)(Unsaponifiable matter - IS 548 (Part 1/Sec 2) : 2021) |
- |
0 |
|
- |
| 4.2 Table 1 (vi)(Oxidized Fatty Acid - IS 12029:2023) |
- |
0 |
|
- |
| 4.2 Table 1 (vii)(Iron - IS 12029:2023) |
- |
0 |
|
- |
| 4.2 Table 1 (viii)(Ash - IS 12029:2023) |
- |
0 |
|
- |
|
- |
- Included w.e.f 30.06.2025 |
| 123 |
IS 10931 (2023) |
Lauric Acid - Specification (first revision of IS 10931) |
All type |
15800 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 4.1(Description) |
- |
300 |
|
- |
| 4.2 Table 1 (i)(Moisture) |
- |
500 |
|
- |
| 4.2 Table 1 (ii)(Saponification value) |
- |
1000 |
|
- |
| 4.2 Table 1 (iii)(Acid value differ from Saponification value) |
- |
1000 |
|
- |
| 4.2 Table 1 (iv)(Iodine value) |
- |
3000 |
|
- |
| 4.2 Table 1 (v)(Unsaponifiable matter) |
- |
2000 |
|
- |
| 4.2 Table 1 (vi)(Titre) |
- |
3000 |
|
- |
| 4.2 Table 1 (vii)(Colour, 51/4 inch cell, Y + 5R) |
- |
1000 |
|
- |
| 4.3 Table 2 (i)(C8:0 + C10 : 0) |
- |
4000 |
|
- |
| 4.3 Table 2 (ii)(C12 : 0) |
- |
0 |
|
Combined test price for cl.4.3 is 4000/-. |
| 4.3 Table 2 (i)(C14 : 0 + C16 : 0) |
- |
0 |
|
Combined test price for cl.4.3 is 4000/-. |
| 4.3 Table 3 (i)(C8 : 0 + C10 : 0) |
- |
0 |
|
Combined test price for cl.4.3 is 4000/-. |
| 4.3 Table 3 (ii)(C12 : 0) |
- |
0 |
|
Combined test price for cl.4.3 is 4000/-. |
| 4.3 Table 3 (iii)(C14 : 0) |
- |
0 |
|
Combined test price for cl.4.3 is 4000/-. |
| 4.3 Table 2 (iv)(C16 : 0) |
- |
0 |
|
Combined test price for cl.4.3 is 4000/-. |
| 4.3 Table 2 (v)(Others) |
- |
0 |
|
Combined test price for cl.4.3 is 4000/-. |
| 4.1(Description) |
- |
0 |
|
- |
| 4.2 Table 1 (i)(Moisture) |
- |
0 |
|
- |
| 4.2 Table 1 (ii)(Saponification value) |
- |
0 |
|
- |
| 4.2 Table 1 (iii)(Acid value differ from Saponification value) |
- |
0 |
|
- |
| 4.2 Table 1 (iv)(Iodine value) |
- |
0 |
|
- |
| 4.2 Table 1 (v)(Unsaponifiable matter) |
- |
0 |
|
- |
| 4.2 Table 1 (vi)(Titre) |
- |
0 |
|
- |
| 4.2 Table 1 (vii)(Colour, 51/4 inch cell, Y + 5R) |
- |
0 |
|
- |
| 4.3 Table 2 (i)(C8:0 + C10 : 0) |
- |
0 |
|
- |
| 4.3 Table 2 (ii)(C12 : 0) |
- |
0 |
|
- |
| 4.3 Table 2 (i)(C14 : 0 + C16 : 0) |
- |
0 |
|
- |
| 4.3 Table 3 (i)(C8 : 0 + C10 : 0) |
- |
0 |
|
- |
| 4.3 Table 3 (ii)(C12 : 0) |
- |
0 |
|
- |
| 4.3 Table 3 (iii)(C14 : 0) |
- |
0 |
|
- |
| 4.3 Table 2 (iv)(C16 : 0) |
- |
0 |
|
- |
| 4.3 Table 2 (v)(Others) |
- |
0 |
|
- |
| 4.1(Description) |
- |
0 |
|
- |
| 4.2 Table 1 (i)(Moisture) |
- |
0 |
|
- |
| 4.2 Table 1 (ii)(Saponification value) |
- |
0 |
|
- |
| 4.2 Table 1 (iii)(Acid value differ from Saponification value) |
- |
0 |
|
- |
| 4.2 Table 1 (iv)(Iodine value) |
- |
0 |
|
- |
| 4.2 Table 1 (v)(Unsaponifiable matter) |
- |
0 |
|
- |
| 4.2 Table 1 (vi)(Titre) |
- |
0 |
|
- |
| 4.2 Table 1 (vii)(Colour, 51/4 inch cell, Y + 5R) |
- |
0 |
|
- |
| 4.3 Table 2 (i)(C8:0 + C10 : 0) |
- |
0 |
|
- |
| 4.3 Table 2 (ii)(C12 : 0) |
- |
0 |
|
- |
| 4.3 Table 2 (i)(C14 : 0 + C16 : 0) |
- |
0 |
|
- |
| 4.3 Table 3 (i)(C8 : 0 + C10 : 0) |
- |
0 |
|
- |
| 4.3 Table 3 (ii)(C12 : 0) |
- |
0 |
|
- |
| 4.3 Table 3 (iii)(C14 : 0) |
- |
0 |
|
- |
| 4.3 Table 2 (iv)(C16 : 0) |
- |
0 |
|
- |
| 4.3 Table 2 (v)(Others) |
- |
0 |
|
- |
|
- |
- Included w.e.f 09.07.2025 |
| 124 |
IS 18340 (2023) |
Vinyl Sulphone - Specification |
Vinyl Sulphone |
20500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl-3.1(Description) |
- |
250 |
|
- |
| Cl-3.2, Table-1 (i)(Assay (by nitrite value), percent by mass (on dry basis), Min) |
- |
3000 |
|
- |
| Cl-3.2, Table-1 (i)(Assay (by HPLC1)), percent area (on dry basis),Min) |
- |
6000 |
|
- |
| Cl-3.2, Table-1 (ii)(Hydrolysis value, percent by mass (on 100 percent basis), Min) |
- |
3000 |
|
- |
| Cl-3.2, Table-1 (iii)(Matter insoluble in sodium carbonate solution percent by mass, Max) |
- |
4000 |
|
- |
| Cl-3.2, Table-1 (iv)(4-Chloroaniline content, percent by mass (on 100 percent basis), Max) |
- |
4000 |
|
- |
| Cl-4.2(Marking) |
- |
250 |
|
- |
| Cl-3.1(Description) |
- |
0 |
|
- |
| Cl-3.2, Table-1 (i)(Assay (by nitrite value), percent by mass (on dry basis), Min) |
- |
0 |
|
- |
| Cl-3.2, Table-1 (i)(Assay (by HPLC1)), percent area (on dry basis),Min) |
- |
0 |
|
- |
| Cl-3.2, Table-1 (ii)(Hydrolysis value, percent by mass (on 100 percent basis), Min) |
- |
0 |
|
- |
| Cl-3.2, Table-1 (iii)(Matter insoluble in sodium carbonate solution percent by mass, Max) |
- |
0 |
|
- |
| Cl-3.2, Table-1 (iv)(4-Chloroaniline content, percent by mass (on 100 percent basis), Max) |
- |
0 |
|
- |
| Cl-4.2(Marking) |
- |
0 |
|
- |
|
- |
- Included w.e.f 30.06.2025 |
| 125 |
IS 15907 (2010) |
Agro textiles – High density polyethylene (HDPE) woven beds for vermiculture – Specification |
All type |
80500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 4.3(Cord Beading - IS 15907) |
- |
400 |
|
- |
| 5.1(MANUFACTURE- IS 15907) |
- |
800 |
|
- |
| 5.2.1(Lamination- IS 15907) |
- |
1200 |
|
- |
| 5.2.1(Thickness of coating film- method A of IS 13162 (Part 3)) |
- |
200 |
|
- |
| 5.2.1(Lamination- IS 15907) |
- |
0 |
|
- |
| 5.2.2(Lamination- IS 15907) |
- |
0 |
|
- |
| 5.2.2(Lamination- IS 15907) |
- |
0 |
|
- |
| 5.2.2(coating thickness of the sandwich lamination- method A of IS 13162 (Part 3)) |
- |
600 |
|
- |
| 5.3.1(Construction- IS 15907) |
- |
200 |
|
- |
| 5.3.1(Construction- IS 15907) |
- |
200 |
|
- |
| 5.3.1(Construction- IS 15907) |
- |
200 |
|
- |
| 5.3.1(The width of the hem - IS 15907) |
- |
300 |
|
- |
| 5.3.1(Construction- IS 15907) |
- |
200 |
|
- |
| 5.3.1(Construction- IS 15907) |
- |
200 |
|
- |
| 5.3.1(Construction- IS 15907) |
- |
200 |
|
- |
| 5.3.1(Construction- IS 15907) |
- |
200 |
|
- |
| 5.3.2(Construction- IS 15907) |
- |
200 |
|
- |
| 5.3.2(Construction- IS 15907) |
- |
200 |
|
- |
| 5.3.2(Construction- IS 15907) |
- |
200 |
|
- |
| 5.3.2(Finished width of pocket - IS 15907) |
- |
200 |
|
- |
| 5.3.2(Construction- IS 15907) |
- |
200 |
|
- |
| 5.4(Bonding- IS 15907) |
- |
500 |
|
- |
| 6- Table 1- SL.No (i)(Mass) |
- |
500 |
|
- |
| 6- Table 1- SL.No (ii)(Breaking strength before UV exposure,warp - IS 1969 ) |
- |
800 |
|
- |
| 6- Table 1- SL.No (ii)(Breaking strength before UV exposure,weft - IS 1969 ) |
- |
0 |
|
- |
| 6- Table 1- SL.No (iii)(Elongation at break of fabric- IS 1969) |
- |
0 |
|
- |
| 6- Table 1- SL.No (iv)(Retention of breaking strength after UV exposure, - Annex B of IS 15907 and IS 1969) |
- |
17950 |
|
- |
| 6- Table 1- SL.No (v)(Welded seam strength before UV exposure- IS 1969) |
- |
950 |
|
- |
| 6- Table 1- SL.No (vi)(Welded seam strength after UV exposure- Annex B of IS 15907 and IS 1969) |
- |
17950 |
|
- |
| 6- Table 1- SL.No (vii)(Tear strength, Warp - Method A2 of IS 7016 (Part 3)) |
- |
400 |
|
- |
| 6- Table 1- SL.No (vii)(Tear strength, Weft - Method A2 of IS 7016 (Part 3)) |
- |
400 |
|
- |
| 6- Table 1- SL.No (ix)(Environmental stress cracking test - Annex D of IS 15907) |
- |
1000 |
|
- |
| 6- Table 1- SL.No (x)(Resistance to chemicals, change in the mass - Annex E of IS 15907) |
- |
500 |
|
- |
| 6- Table 1- SL.No (xi)(Colour fastness to artificial light -IS 2454) |
- |
1000 |
|
- |
| 6- Table 1- SL.No (xii)(Bursting pressure-IS 1966) |
- |
800 |
|
- |
| 6.1(Length -IS 15907) |
- |
200 |
|
- |
| 6.1(Width - IS 15907) |
- |
200 |
|
- |
| 6.1(Height - IS 15907) |
- |
200 |
|
- |
| 6.2(Water Proofness,IS 7941) |
- |
300 |
|
- |
| 6.2(Water Proofness, IS 7940) |
- |
9240 |
|
- |
| 4.1(Identification) |
- |
400 |
|
- |
| 4.1(Linear Density) |
- |
400 |
|
- |
| 4.1(Width) |
- |
200 |
|
- |
| 6- Table 1- SL.No (viii)(Puncture strength - Annex C of IS 15907) |
- |
1200 |
|
- |
|
- |
- Included w.e.f 10.07.2025 |
| 126 |
IS 15351 (2015) |
Agro textiles – Laminated high density polyethylene (HDPE) woven geomembrane for water proof lining – Specification (second revision) |
Type-I/II/III/IV |
210000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 3.1(HDPE Tapes) |
- |
1050 |
|
- |
| 3.2(HDPE Fabric) |
- |
1050 |
|
- |
| 5(MANUFACTURE) |
- |
0 |
|
- |
| 5.1(Lamination) |
- |
0 |
|
- |
| 5.2(Panel Width) |
- |
0 |
|
- |
| 5.3(Joints/Seams) |
- |
0 |
|
- |
| 5.1.1 and 6.2(Thickness, mm- IS 7016: Part 1) |
- |
250 |
|
- |
| 5.1.1 and 6.2(Mass, g/sq m) |
- |
250 |
|
- |
| 5.1.1 and 6.2(Dimensions, mm- Annexure A of IS 11652) |
- |
250 |
|
- |
| 5.1.1 and 6.2(Length) |
- |
0 |
|
- |
| 5.1.1 and 6.2(Width) |
- |
0 |
|
- |
| 5.1.1 and 6.2(Carbon black content, Percent- IS 2530) |
- |
925 |
|
- |
| 5.1.1 and 6.2(Breaking Load on 20 cm X 10 cm Strip, Min ) |
- |
1100 |
|
- |
| 5.1.1 and 6.2(Before UV exposure IS 13162 (Part 5) |
- |
0 |
|
- |
| 5.1.1 and 6.2(Strain at Maximum load, Percent-IS 13162 (Part 5) |
- |
1100 |
|
- |
| Table-1(Breaking load on 20 × 10 cm strip, N, Min after) |
- |
1100 |
|
- |
| 5.1.1 and 6.2( U.V exposure of 1000 h for warp and weft) |
- |
96738 |
|
- |
| 5.1.1 and 6.2(Impact failure load, at 1524 mm drop,) |
- |
1100 |
|
- |
| 5.1.1 and 6.2( Min, gram force at 50 percent failure-Annex C) |
- |
1100 |
|
- |
| 5.1.1 and 6.2(Tear resistance, N, Min-Method A1 of
IS 7016 (Part 3)) |
- |
1100 |
|
- |
| 5.1.1 and 6.2(Puncture resistance, N, Min-Annex D) |
- |
1100 |
|
- |
| 5.1.1 and 6.2(Bursting strength (Ball burst),N/cm², Min-) |
- |
1000 |
|
- |
| 5.1.1 and 6.2(IS 7016 (Part 6)) |
- |
0 |
|
- |
| 5.1.1 and 6.2(Seam strength before UV exposure (N/mm), Min-IS 15060) |
- |
1000 |
|
- |
| Table-1(Seam strength after UV exposure N/mm, Min-Annex B and
IS 15060) |
- |
1000 |
|
- |
| 5.1.1 and 6.2(Hydrostatic resistance-Annex E) |
- |
1000 |
|
- |
| Table-1(Hydrostatic resistance after UV exposure of 1000 h -Annex B and
Annex E) |
- |
96737 |
|
- |
| 5.1.1 and 6.2(Ash content, percent, Max-Annex F) |
- |
950 |
|
- |
|
- |
- Included w.e.f 10.07.2025 |
| 127 |
IS 8637 (2020) |
H Acid ? Specification ( Second Revision ) |
Industrial Chemical-H Acid |
25500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 3.1(Description) |
- |
500 |
|
- |
| 3.2-Table 1-(i)(Purity (by nitrite value)) |
- |
4000 |
|
- |
| 3.2-Table 1-(ii)(Difference between nitrite value and coupling value) |
- |
3000 |
|
- |
| 3.2-Table 1-(iii)(Matter insoluble in sodium carbonate solution) |
- |
4000 |
|
- |
| 3.2-Table 1-(iv)(Purity (by HPCL)) |
- |
5000 |
|
- |
| 3.2-Table 1-(v)(Chromotropic acid content,) |
- |
5000 |
|
- |
| 3.2-Table 1-(vi)(Koch’s acid content) |
- |
3500 |
|
- |
| 4.1(Packing ) |
- |
250 |
|
- |
| 4.2(Marking) |
- |
250 |
|
- |
| 3.1(Description) |
- |
0 |
|
- |
| 3.2-Table 1-(i)(Purity (by nitrite value)) |
- |
0 |
|
- |
| 3.2-Table 1-(ii)(Difference between nitrite value and coupling value) |
- |
0 |
|
- |
| 3.2-Table 1-(iii)(Matter insoluble in sodium carbonate solution) |
- |
0 |
|
- |
| 3.2-Table 1-(iv)(Purity (by HPCL)) |
- |
0 |
|
- |
| 3.2-Table 1-(v)(Chromotropic acid content,) |
- |
0 |
|
- |
| 3.2-Table 1-(vi)(Koch’s acid content) |
- |
0 |
|
- |
| 4.1(Packing ) |
- |
0 |
|
- |
| 4.2(Marking) |
- |
0 |
|
- |
| 3.1(Description) |
- |
0 |
|
- |
| 3.2-Table 1-(i)(Purity (by nitrite value)) |
- |
0 |
|
- |
| 3.2-Table 1-(ii)(Difference between nitrite value and coupling value) |
- |
0 |
|
- |
| 3.2-Table 1-(iii)(Matter insoluble in sodium carbonate solution) |
- |
0 |
|
- |
| 3.2-Table 1-(iv)(Purity (by HPCL)) |
- |
0 |
|
- |
| 3.2-Table 1-(v)(Chromotropic acid content,) |
- |
0 |
|
- |
| 3.2-Table 1-(vi)(Koch’s acid content) |
- |
0 |
|
- |
| 4.1(Packing ) |
- |
0 |
|
- |
| 4.2(Marking) |
- |
0 |
|
- |
|
- |
- Included w.e.f.18.06.2025 |
| 128 |
IS 5557 : Part 1 (2024) |
All Rubber Gum Boots and Ankle Boots Part 1 Safety and Protective |
Footwear |
60500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl-5(Design) |
- |
500 |
|
- |
| 6(Sizes and Fittines) |
- |
500 |
|
- |
| 7(Consturction) |
- |
800 |
|
- |
| 8.1(Lining Material) |
- |
200 |
|
- |
| 8.2, Table-1 (i)(Width, mm, Min) |
- |
300 |
|
- |
| 8.2, Table-1 (ii)(Breaking load, N, Min (50 cm grip length test specimen)) |
- |
800 |
|
- |
| 8.3, Table-2 (i)(Sewing thread for piping/binding") |
- |
1500 |
|
- |
| 8.4(Use of Rubber material) |
- |
0 |
|
- |
| 8.4.1, Table-3 (i)(Hardness, (IRHD)) |
- |
500 |
|
- |
| 8.4.1, Table-3 (ii)(Change in hardness after accelerated ageing at 100 ⁰C ± 2 ⁰C for 24 h) |
- |
1000 |
|
- |
| 8.5(Upper material) |
- |
0 |
|
- |
| 8.5.1(Tensile Strength of upper) |
- |
1000 |
|
- |
| 8.5.2(Thickness) |
- |
400 |
|
- |
| 8.5.3(Flexing Resistance) |
- |
1000 |
|
- |
| 8.5.4(Abrasion Resistance) |
- |
1000 |
|
- |
| 8.6.1(Thickness of Outsole) |
- |
500 |
|
- |
| 8.6.2(Tear Strength) |
- |
1000 |
|
- |
| 8.6.3(Abrasion Resistance of Outsole) |
- |
1000 |
|
- |
| 8.6.4(Flexing Resistance) |
- |
1000 |
|
- |
| 8.6.5(Inter layer Bond Strength of outsole) |
- |
1000 |
|
- |
| Cl-8.7(Insocks material) |
- |
0 |
|
- |
| 8.7.1(Thickness of Insocks) |
- |
500 |
|
- |
| Cl-8.7.2(Abrasion Resistance of Insock) |
- |
700 |
|
- |
| Cl-8.8.1(Outsole/Heel) |
- |
800 |
|
- |
| Cl-8.9(Leak Proof Test) |
- |
1000 |
|
- |
| 8.10(Height of Upper) |
- |
300 |
|
- |
| 8.11(Adhesion Test for Rubberized Textile Upper) |
- |
800 |
|
- |
| Cl-8.12(Upper Outsole Bond Strength) |
- |
700 |
|
- |
| Cl-8.13(Internal Length of Toe Cap) |
- |
800 |
|
- |
| Cl-8.14(Impact Resistance of Safety Footwear) |
- |
500 |
|
- |
| Cl-8.15(Compression Resistance of Safety Footwear) |
- |
500 |
|
- |
| 8.16(Banned Chemicals) |
- |
30000 |
|
- |
| 8.17(Ceramic Tile Floor with sodium lauryl sulphate (NaLS)) |
- |
3000 |
|
- |
| 8.17(Steel Floor with Glycerine) |
- |
0 |
|
Test price for cl. 8.17 is 3000/-. |
| 8.18(Corrosion Resistant Test for Toe Caps) |
- |
500 |
|
- |
| 9.1(Penetration Resistance) |
- |
1000 |
|
- |
| 9.2(Antistatic Footwear) |
- |
1000 |
|
- |
| 9.3(Flame Resistance Property) |
- |
1000 |
|
- |
| 9.4(Electrical Resistance) |
- |
1000 |
|
- |
| 9.5(Resistance to Acid and Alkali- Limited contact with chemicals),) |
- |
1000 |
|
- |
| 9.5(Resistance to Acid and Alkali- Prolonged contact with chemicals) |
- |
0 |
|
Test price for cl. 9.5 Resistance to Acid and Alkali is 1000/-. |
| 9.6(Resistance to Fuel Oil) |
- |
1000 |
|
- |
| 11.2(Marking) |
- |
500 |
|
- |
| Cl-5(Design) |
- |
0 |
|
- |
| 6(Sizes and Fittines) |
- |
0 |
|
- |
| 7(Consturction) |
- |
0 |
|
- |
| 8.1(Lining Material) |
- |
0 |
|
- |
| 8.2, Table-1 (i)(Width, mm, Min) |
- |
0 |
|
- |
| 8.2, Table-1 (ii)(Breaking load, N, Min (50 cm grip length test specimen)) |
- |
0 |
|
- |
| 8.3, Table-2 (i)(Sewing thread for piping/binding") |
- |
0 |
|
- |
| 8.4(Use of Rubber material) |
- |
0 |
|
- |
| 8.4.1, Table-3 (i)(Hardness, (IRHD)) |
- |
0 |
|
- |
| 8.4.1, Table-3 (ii)(Change in hardness after accelerated ageing at 100 ⁰C ± 2 ⁰C for 24 h) |
- |
0 |
|
- |
| 8.5(Upper material) |
- |
0 |
|
- |
| 8.5.1(Tensile Strength of upper) |
- |
0 |
|
- |
| 8.5.2(Thickness) |
- |
0 |
|
- |
| 8.5.3(Flexing Resistance) |
- |
0 |
|
- |
| 8.5.4(Abrasion Resistance) |
- |
0 |
|
- |
| 8.6.1(Thickness of Outsole) |
- |
0 |
|
- |
| 8.6.2(Tear Strength) |
- |
0 |
|
- |
| 8.6.3(Abrasion Resistance of Outsole) |
- |
0 |
|
- |
| 8.6.4(Flexing Resistance) |
- |
0 |
|
- |
| 8.6.5(Inter layer Bond Strength of outsole) |
- |
0 |
|
- |
| Cl-8.7(Insocks material) |
- |
0 |
|
- |
| 8.7.1(Thickness of Insocks) |
- |
0 |
|
- |
| Cl-8.7.2(Abrasion Resistance of Insock) |
- |
0 |
|
- |
| Cl-8.8.1(Outsole/Heel) |
- |
0 |
|
- |
| Cl-8.9(Leak Proof Test) |
- |
0 |
|
- |
| 8.10(Height of Upper) |
- |
0 |
|
- |
| 8.11(Adhesion Test for Rubberized Textile Upper) |
- |
0 |
|
- |
| Cl-8.12(Upper Outsole Bond Strength) |
- |
0 |
|
- |
| Cl-8.13(Internal Length of Toe Cap) |
- |
0 |
|
- |
| Cl-8.14(Impact Resistance of Safety Footwear) |
- |
0 |
|
- |
| Cl-8.15(Compression Resistance of Safety Footwear) |
- |
0 |
|
- |
| 8.16(Banned Chemicals) |
- |
0 |
|
- |
| 8.17(Ceramic Tile Floor with sodium lauryl sulphate (NaLS)) |
- |
0 |
|
- |
| 8.17(Steel Floor with Glycerine) |
- |
0 |
|
- |
| 8.18(Corrosion Resistant Test for Toe Caps) |
- |
0 |
|
- |
| 9.1(Penetration Resistance) |
- |
0 |
|
- |
| 9.2(Antistatic Footwear) |
- |
0 |
|
- |
| 9.3(Flame Resistance Property) |
- |
0 |
|
- |
| 9.4(Electrical Resistance) |
- |
0 |
|
- |
| 9.5(Resistance to Acid and Alkali- Limited contact with chemicals),) |
- |
0 |
|
- |
| 9.5(Resistance to Acid and Alkali- Prolonged contact with chemicals) |
- |
0 |
|
- |
| 9.6(Resistance to Fuel Oil) |
- |
0 |
|
- |
| 11.2(Marking) |
- |
0 |
|
- |
| Cl-5(Design) |
- |
0 |
|
- |
| 6(Sizes and Fittines) |
- |
0 |
|
- |
| 7(Consturction) |
- |
0 |
|
- |
| 8.1(Lining Material) |
- |
0 |
|
- |
| 8.2, Table-1 (i)(Width, mm, Min) |
- |
0 |
|
` |
| 8.2, Table-1 (ii)(Breaking load, N, Min (50 cm grip length test specimen)) |
- |
0 |
|
- |
| 8.3, Table-2 (i)(Sewing thread for piping/binding") |
- |
0 |
|
` |
| 8.4(Use of Rubber material) |
- |
0 |
|
` |
| 8.4.1, Table-3 (i)(Hardness, (IRHD)) |
- |
0 |
|
- |
| 8.4.1, Table-3 (ii)(Change in hardness after accelerated ageing at 100 ⁰C ± 2 ⁰C for 24 h) |
- |
0 |
|
- |
| 8.5(Upper material) |
- |
0 |
|
- |
| 8.5.1(Tensile Strength of upper) |
- |
0 |
|
- |
| 8.5.2(Thickness) |
- |
0 |
|
- |
| 8.5.3(Flexing Resistance) |
- |
0 |
|
- |
| 8.5.4(Abrasion Resistance) |
- |
0 |
|
- |
| 8.6.1(Thickness of Outsole) |
- |
0 |
|
- |
| 8.6.2(Tear Strength) |
- |
0 |
|
- |
| 8.6.3(Abrasion Resistance of Outsole) |
- |
0 |
|
- |
| 8.6.4(Flexing Resistance) |
- |
0 |
|
- |
| 8.6.5(Inter layer Bond Strength of outsole) |
- |
0 |
|
- |
| Cl-8.7(Insocks material) |
- |
0 |
|
- |
| 8.7.1(Thickness of Insocks) |
- |
0 |
|
- |
| Cl-8.7.2(Abrasion Resistance of Insock) |
- |
0 |
|
- |
| Cl-8.8.1(Outsole/Heel) |
- |
0 |
|
- |
| Cl-8.9(Leak Proof Test) |
- |
0 |
|
- |
| 8.10(Height of Upper) |
- |
0 |
|
- |
| 8.11(Adhesion Test for Rubberized Textile Upper) |
- |
0 |
|
- |
| Cl-8.12(Upper Outsole Bond Strength) |
- |
0 |
|
- |
| Cl-8.13(Internal Length of Toe Cap) |
- |
0 |
|
- |
| Cl-8.14(Impact Resistance of Safety Footwear) |
- |
0 |
|
- |
| Cl-8.15(Compression Resistance of Safety Footwear) |
- |
0 |
|
- |
| 8.16(Banned Chemicals) |
- |
0 |
|
- |
| 8.17(Ceramic Tile Floor with sodium lauryl sulphate (NaLS)) |
- |
0 |
|
- |
| 8.17(Steel Floor with Glycerine) |
- |
0 |
|
- |
| 8.18(Corrosion Resistant Test for Toe Caps) |
- |
0 |
|
- |
| 9.1(Penetration Resistance) |
- |
0 |
|
- |
| 9.2(Antistatic Footwear) |
- |
0 |
|
- |
| 9.3(Flame Resistance Property) |
- |
0 |
|
- |
| 9.4(Electrical Resistance) |
- |
0 |
|
- |
| 9.5(Resistance to Acid and Alkali- Limited contact with chemicals),) |
- |
0 |
|
- |
| 9.5(Resistance to Acid and Alkali- Prolonged contact with chemicals) |
- |
0 |
|
- |
| 9.6(Resistance to Fuel Oil) |
- |
0 |
|
- |
| 11.2(Marking) |
- |
0 |
|
- |
| Cl-5(Design) |
- |
0 |
|
- |
| 6(Sizes and Fittines) |
- |
0 |
|
`` |
| 7(Consturction) |
- |
0 |
|
- |
| 8.1(Lining Material) |
- |
0 |
|
- |
| 8.2, Table-1 (i)(Width, mm, Min) |
- |
0 |
|
- |
| 8.2, Table-1 (ii)(Breaking load, N, Min (50 cm grip length test specimen)) |
- |
0 |
|
- |
| 8.3, Table-2 (i)(Sewing thread for piping/binding") |
- |
0 |
|
- |
| 8.4(Use of Rubber material) |
- |
0 |
|
- |
| 8.4.1, Table-3 (i)(Hardness, (IRHD)) |
- |
0 |
|
- |
| 8.4.1, Table-3 (ii)(Change in hardness after accelerated ageing at 100 ⁰C ± 2 ⁰C for 24 h) |
- |
0 |
|
- |
| 8.5(Upper material) |
- |
0 |
|
- |
| 8.5.1(Tensile Strength of upper) |
- |
0 |
|
- |
| 8.5.2(Thickness) |
- |
0 |
|
- |
| 8.5.3(Flexing Resistance) |
- |
0 |
|
- |
| 8.5.4(Abrasion Resistance) |
- |
0 |
|
- |
| 8.6.1(Thickness of Outsole) |
- |
0 |
|
- |
| 8.6.2(Tear Strength) |
- |
0 |
|
- |
| 8.6.3(Abrasion Resistance of Outsole) |
- |
0 |
|
- |
| 8.6.4(Flexing Resistance) |
- |
0 |
|
- |
| 8.6.5(Inter layer Bond Strength of outsole) |
- |
0 |
|
- |
| Cl-8.7(Insocks material) |
- |
0 |
|
- |
| 8.7.1(Thickness of Insocks) |
- |
0 |
|
- |
| Cl-8.7.2(Abrasion Resistance of Insock) |
- |
0 |
|
- |
| Cl-8.8.1(Outsole/Heel) |
- |
0 |
|
- |
| Cl-8.9(Leak Proof Test) |
- |
0 |
|
- |
| 8.10(Height of Upper) |
- |
0 |
|
- |
| 8.11(Adhesion Test for Rubberized Textile Upper) |
- |
0 |
|
- |
| Cl-8.12(Upper Outsole Bond Strength) |
- |
0 |
|
- |
| Cl-8.13(Internal Length of Toe Cap) |
- |
0 |
|
- |
| Cl-8.14(Impact Resistance of Safety Footwear) |
- |
0 |
|
- |
| Cl-8.15(Compression Resistance of Safety Footwear) |
- |
0 |
|
- |
| 8.16(Banned Chemicals) |
- |
0 |
|
- |
| 8.17(Ceramic Tile Floor with sodium lauryl sulphate (NaLS)) |
- |
0 |
|
- |
| 8.17(Steel Floor with Glycerine) |
- |
0 |
|
- |
| 8.18(Corrosion Resistant Test for Toe Caps) |
- |
0 |
|
- |
| 9.1(Penetration Resistance) |
- |
0 |
|
- |
| 9.2(Antistatic Footwear) |
- |
0 |
|
- |
| 9.3(Flame Resistance Property) |
- |
0 |
|
- |
| 9.4(Electrical Resistance) |
- |
0 |
|
- |
| 9.5(Resistance to Acid and Alkali- Limited contact with chemicals),) |
- |
0 |
|
- |
| 9.5(Resistance to Acid and Alkali- Prolonged contact with chemicals) |
- |
0 |
|
- |
| 9.6(Resistance to Fuel Oil) |
- |
0 |
|
- |
| 11.2(Marking) |
- |
0 |
|
- |
|
- |
- Included w.e.f 18.08.2025 |
| 129 |
IS 14707 (1999) |
Methyl acrylate - Specification |
Methyl acrylate |
26500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 4.1(Packing) |
- |
26500 |
|
- |
| 4.2(Marking) |
- |
26500 |
|
- |
| 3 - Table -1, Sl no. 1(Assay, percent by mass, Min, Annex A) |
- |
26500 |
|
- |
| 3 - Table -1, Sl no. 2(Acidity (as acrylic acid),percent by mass, Max, Annex B) |
- |
26500 |
|
- |
| 3 - Table -1, Sl no. 3(Colour, Pt-Co scale, Max, IS 8768) |
- |
26500 |
|
- |
| 3 - Table -1, Sl no. 4(Water, percent by mass,Max, 2362) |
- |
26500 |
|
- |
| 3 - Table -1, Sl no. 5(" Inhibitors (as methyl etherhydroquinone), ppm Max , Annex C
") |
- |
26500 |
|
- |
| 4.1(Packing) |
- |
0 |
|
- |
| 4.2(Marking) |
- |
0 |
|
- |
| 3 - Table -1, Sl no. 1(Assay, percent by mass, Min, Annex A) |
- |
0 |
|
- |
| 3 - Table -1, Sl no. 2(Acidity (as acrylic acid),percent by mass, Max, Annex B) |
- |
0 |
|
- |
| 3 - Table -1, Sl no. 3(Colour, Pt-Co scale, Max, IS 8768) |
- |
0 |
|
- |
| 3 - Table -1, Sl no. 4(Water, percent by mass,Max, 2362) |
- |
0 |
|
- |
| 3 - Table -1, Sl no. 5(" Inhibitors (as methyl etherhydroquinone), ppm Max , Annex C
") |
- |
0 |
|
- |
|
- |
- Included w.e.f.18.06.2025 |
| 130 |
IS 16112 (2013) |
Beta picoline - Specification |
Beta picoline |
16500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 3.1(Description) |
- |
500 |
|
- |
| 3.2(Solubility) |
- |
500 |
|
- |
| 4.1(Packing) |
- |
250 |
|
- |
| 4.2(Marking) |
- |
250 |
|
- |
| 3.3 - Table -1, Sl no. 1(Beta picoline content,percent by mass, Min, Annex A) |
- |
2500 |
|
- |
| 3.3 - Table -1, Sl no. 2(2-Ethyl pyridine content,percent by mass, Max, Annex A) |
- |
2500 |
|
- |
| 3.3 - Table -1, Sl no. 3(Alpha picoline content,percent by mass, Max,Annex A) |
- |
2500 |
|
- |
| 3.3 - Table -1, Sl no. 4(Gamma picoline content,percent by mass, Max, Annex A) |
- |
2500 |
|
- |
| 3.3 - Table -1, Sl no. 5(Other unknown impurities,percent by mass, Max, Annex A) |
- |
2500 |
|
- |
| 3.3 - Table -1, Sl no. 6(Moisture content,percent by mass, Max, Annex B) |
- |
2500 |
|
- |
| 3.1(Description) |
- |
0 |
|
- |
| 3.2(Solubility) |
- |
0 |
|
- |
| 4.1(Packing) |
- |
0 |
|
- |
| 4.2(Marking) |
- |
0 |
|
- |
| 3.3 - Table -1, Sl no. 1(Beta picoline content,percent by mass, Min, Annex A) |
- |
0 |
|
- |
| 3.3 - Table -1, Sl no. 2(2-Ethyl pyridine content,percent by mass, Max, Annex A) |
- |
0 |
|
- |
| 3.3 - Table -1, Sl no. 3(Alpha picoline content,percent by mass, Max,Annex A) |
- |
0 |
|
- |
| 3.3 - Table -1, Sl no. 4(Gamma picoline content,percent by mass, Max, Annex A) |
- |
0 |
|
- |
| 3.3 - Table -1, Sl no. 5(Other unknown impurities,percent by mass, Max, Annex A) |
- |
0 |
|
- |
| 3.3 - Table -1, Sl no. 6(Moisture content,percent by mass, Max, Annex B) |
- |
0 |
|
- |
| 3.1(Description) |
- |
0 |
|
- |
| 3.2(Solubility) |
- |
0 |
|
- |
| 4.1(Packing) |
- |
0 |
|
- |
| 4.2(Marking) |
- |
0 |
|
- |
| 3.3 - Table -1, Sl no. 1(Beta picoline content,percent by mass, Min, Annex A) |
- |
0 |
|
- |
| 3.3 - Table -1, Sl no. 2(2-Ethyl pyridine content,percent by mass, Max, Annex A) |
- |
0 |
|
- |
| 3.3 - Table -1, Sl no. 3(Alpha picoline content,percent by mass, Max,Annex A) |
- |
0 |
|
- |
| 3.3 - Table -1, Sl no. 4(Gamma picoline content,percent by mass, Max, Annex A) |
- |
0 |
|
- |
| 3.3 - Table -1, Sl no. 5(Other unknown impurities,percent by mass, Max, Annex A) |
- |
0 |
|
- |
| 3.3 - Table -1, Sl no. 6(Moisture content,percent by mass, Max, Annex B) |
- |
0 |
|
- |
|
- |
- Included .w.e.f.18.06.2025 |
| 131 |
IS 16113 (2013) |
Gamma picoline - Specification |
Industrial Chemical-Gamma picoline |
16500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 3.1(Description) |
- |
500 |
|
- |
| 3.2(Solubility) |
- |
500 |
|
- |
| 4.1(Packing) |
- |
250 |
|
- |
| 4.2(Marking) |
- |
250 |
|
- |
| 3.3 - Table -1, Sl no. 1(Gamma picoline content,percent by mass, Min, Annex A) |
- |
2500 |
|
- |
| 3.3 - Table -1, Sl no. 2(2-Ethyl pyridine content,percent by mass, Max, Annex A) |
- |
2000 |
|
- |
| 3.3 - Table -1, Sl no. 3(Alpha picoline content,percent by mass, Max,Annex A) |
- |
2000 |
|
- |
| 3.3 - Table -1, Sl no. 4(Beta picoline content,percent by mass, Max, Annex A) |
- |
2000 |
|
- |
| 3.3 - Table -1, Sl no. 5(2,6-Lutidine content,percent by mass, Max,Annex A) |
- |
2500 |
|
- |
| 3.3 - Table -1, Sl no. 6(Other unknown impurities,percent by mass, Max, Annex A) |
- |
2000 |
|
- |
| 3.3 - Table -1, Sl no. 7(Moisture content,percent by mass, Max, Annex B) |
- |
2000 |
|
- |
|
- |
- Included w.e.f.18.06.2025 |
| 132 |
IS 12345 (2024) |
Vinyl Acetate Monomer â Specification (First Revision) |
VINYLY ACETATE MONOMER |
22500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 3.1("The material shall be clear, colourless liquid,
free from any suspended matter") |
- |
500 |
|
- |
| 3.1 Table 1(i)("Acidity (as acetic acid), percent by
mass") |
- |
2000 |
|
- |
| 3.1 Table 1(ii)("Vinyl acetate content (as ester),
percent by mass") |
- |
4000 |
|
- |
| 3.1 Table 1(iii)("Aldehyde (as acetaldehyde), percent
by mass") |
- |
2500 |
|
- |
| 3.1 Table 1(iv)(Moisture, percent by mass) |
- |
2000 |
|
- |
| 3.1 Table 1(v)(Distillation range at 760 mm of Hg) |
- |
2000 |
|
- |
| 3.1 Table 1(vi)(Colour, Pt-Co) |
- |
1500 |
|
- |
| 3.1 Table 1(vii)(Specific gravity, 20 °C/20 °C) |
- |
1000 |
|
- |
| 3.1 Table 1(viii, a)(Hydroquinone) |
- |
2000 |
|
- |
| 3.1 Table 1(viii, b)(Diphenylamine) |
- |
2000 |
|
- |
| 3.1 Table 1(ix)(Polymer content) |
- |
2000 |
|
- |
| 4.1(Packing) |
- |
500 |
|
- |
| 4.2(Marking) |
- |
500 |
|
- |
| 3.1("The material shall be clear, colourless liquid,
free from any suspended matter") |
- |
0 |
|
- |
| 3.1 Table 1(i)("Acidity (as acetic acid), percent by
mass") |
- |
0 |
|
- |
| 3.1 Table 1(ii)("Vinyl acetate content (as ester),
percent by mass") |
- |
0 |
|
- |
| 3.1 Table 1(iii)("Aldehyde (as acetaldehyde), percent
by mass") |
- |
0 |
|
- |
| 3.1 Table 1(iv)(Moisture, percent by mass) |
- |
0 |
|
- |
| 3.1 Table 1(v)(Distillation range at 760 mm of Hg) |
- |
0 |
|
- |
| 3.1 Table 1(vi)(Colour, Pt-Co) |
- |
0 |
|
- |
| 3.1 Table 1(vii)(Specific gravity, 20 °C/20 °C) |
- |
0 |
|
- |
| 3.1 Table 1(viii, a)(Hydroquinone) |
- |
0 |
|
- |
| 3.1 Table 1(viii, b)(Diphenylamine) |
- |
0 |
|
- |
| 3.1 Table 1(ix)(Polymer content) |
- |
0 |
|
- |
| 4.1(Packing) |
- |
0 |
|
- |
| 4.2(Marking) |
- |
0 |
|
- |
| 3.1("The material shall be clear, colourless liquid,
free from any suspended matter") |
- |
0 |
|
- |
| 3.1 Table 1(i)("Acidity (as acetic acid), percent by
mass") |
- |
0 |
|
- |
| 3.1 Table 1(ii)("Vinyl acetate content (as ester),
percent by mass") |
- |
0 |
|
- |
| 3.1 Table 1(iii)("Aldehyde (as acetaldehyde), percent
by mass") |
- |
0 |
|
- |
| 3.1 Table 1(iv)(Moisture, percent by mass) |
- |
0 |
|
- |
| 3.1 Table 1(v)(Distillation range at 760 mm of Hg) |
- |
0 |
|
- |
| 3.1 Table 1(vi)(Colour, Pt-Co) |
- |
0 |
|
- |
| 3.1 Table 1(vii)(Specific gravity, 20 °C/20 °C) |
- |
0 |
|
- |
| 3.1 Table 1(viii, a)(Hydroquinone) |
- |
0 |
|
- |
| 3.1 Table 1(viii, b)(Diphenylamine) |
- |
0 |
|
- |
| 3.1 Table 1(ix)(Polymer content) |
- |
0 |
|
- |
| 4.1(Packing) |
- |
0 |
|
- |
| 4.2(Marking) |
- |
0 |
|
- |
|
- |
- Included w.e.f.18.06.2025 |
| 133 |
IS 16948 (2018) |
Medical textile – Permeable nonwoven surgical adhesive tape – Specification |
- |
7500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 4.1 and 4.2(Workmanship and finish) |
- |
500 |
|
- |
| 5.1 - Table 1 -(i)(Weight of backing material) |
- |
1250 |
|
- |
| 5.1 - Table 1 -(ii)(Weight of adhesive mass) |
- |
1250 |
|
- |
| 5.1 - Table 1 -(iii)(Water vapour permeability) |
- |
1000 |
|
- |
| 5.1 - Table 1 -(iv)(Adhesiveness) |
- |
2000 |
|
- |
| 5.1 - Table 1 -(v)(Width of the tape) |
- |
500 |
|
- |
| 6(Marking) |
- |
300 |
|
- |
| 5.1 - Table 1 -(v)(Width of the tape) |
- |
0 |
|
- |
| 5.1 - Table 1 -(vi)(Perforations) |
- |
500 |
|
- |
| 6(Marking) |
- |
0 |
|
- |
| 8(Packing) |
- |
200 |
|
- |
| 4(Workmanship and finish) |
- |
0 |
|
- |
| 5- Table-1- i)(Weight of backing material) |
- |
0 |
|
- |
| 5- Table-1- ii)(Weight of adhesive mass) |
- |
0 |
|
- |
| 5- Table-1- iii)(Water vapour permeability) |
- |
0 |
|
- |
| 5- Table-1- iv)(Adhesiveness) |
- |
0 |
|
- |
| 5- Table-1- v)(Width of the tape) |
- |
0 |
|
- |
| 5- Table-1- vi)(Width of the tape) |
- |
0 |
|
- |
| 6(Marking) |
- |
0 |
|
- |
| 8(Packing) |
- |
0 |
|
- |
|
- |
- Included w.e.f.23.06.2025 |
| 134 |
IS 8698 (2022) |
expanded vinyl coated fabrics-Specification Second Revision |
Type A and Type B |
16000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl-7.1(Description) |
- |
500 |
|
- |
| Cl-7.2(Base Fabric) |
- |
500 |
|
- |
| Cl-7.3(Appearance) |
- |
500 |
|
- |
| Cl-7.4(Colour, Grain and Finish) |
- |
500 |
|
- |
| Cl-7.5(Coating) |
- |
500 |
|
- |
| Cl-7.6(Resistance to Heat and Loss of Mass on Heating) |
- |
1000 |
|
- |
| Cl-7.7(Resistance to Cold) |
- |
1000 |
|
- |
| Cl-7.8(Colour Fastness to Dry and Wet Rubbing) |
- |
500 |
|
- |
| Cl-7.9(Colour Fastness to Light) |
- |
500 |
|
- |
| Cl-7.10(Gelling Test) |
- |
500 |
|
- |
| Cl-7.11(Adhesion of Print) |
- |
500 |
|
- |
| Cl-7.12(Flame Resistance) |
- |
1000 |
|
- |
| Cl-7.13(Adhesion of Coating) |
- |
1000 |
|
- |
| Cl-7.14(Blocking Resistance) |
- |
1000 |
|
- |
| Cl-7.15(Resistance to Penetration of Water) |
- |
1000 |
|
- |
| Cl-7.16("Elongation and Elastic Recovery for a Constant
Load") |
- |
1000 |
|
- |
| Cl-7.17, 8.1 Table-1 (i)(Usable width, Min, cm) |
- |
500 |
|
- |
| Cl-7.17, 8.1 Table-1 (ii)(Mass of finished fabric, Min, g/m2) |
- |
500 |
|
- |
| Cl-7.17, 8.1 Table-1 (iii)(a) Longitudinal direction) |
- |
1000 |
|
- |
| Cl-7.17, 8.1 Table-1 (iii)(b) Transverse direction) |
- |
0 |
|
Breaking strength test price is 1000/-. |
| Cl-7.17, 8.1 Table-1 (iv)(Tear strength) |
- |
1000 |
|
- |
| Cl-7.17, 8.1 Table-1 (v)(Resistance to damage by flexing) |
- |
500 |
|
- |
| Cl-8.2(Test Specimens) |
- |
300 |
|
- |
| Cl-9.2(Marking) |
- |
200 |
|
- |
| Cl-7.1(Description) |
- |
0 |
|
- |
| Cl-7.2(Base Fabric) |
- |
0 |
|
- |
| Cl-7.3(Appearance) |
- |
0 |
|
- |
| Cl-7.4(Colour, Grain and Finish) |
- |
0 |
|
- |
| Cl-7.5(Coating) |
- |
0 |
|
- |
| Cl-7.6(Resistance to Heat and Loss of Mass on Heating) |
- |
0 |
|
- |
| Cl-7.7(Resistance to Cold) |
- |
0 |
|
- |
| Cl-7.8(Colour Fastness to Dry and Wet Rubbing) |
- |
0 |
|
- |
| Cl-7.9(Colour Fastness to Light) |
- |
0 |
|
- |
| Cl-7.10(Gelling Test) |
- |
0 |
|
- |
| Cl-7.11(Adhesion of Print) |
- |
0 |
|
- |
| Cl-7.12(Flame Resistance) |
- |
0 |
|
- |
| Cl-7.13(Adhesion of Coating) |
- |
0 |
|
- |
| Cl-7.14(Blocking Resistance) |
- |
0 |
|
- |
| Cl-7.15(Resistance to Penetration of Water) |
- |
0 |
|
- |
| Cl-7.16("Elongation and Elastic Recovery for a Constant
Load") |
- |
0 |
|
- |
| Cl-7.17, 8.1 Table-1 (i)(Usable width, Min, cm) |
- |
0 |
|
- |
| Cl-7.17, 8.1 Table-1 (ii)(Mass of finished fabric, Min, g/m2) |
- |
0 |
|
- |
| Cl-7.17, 8.1 Table-1 (iii)(a) Longitudinal direction) |
- |
0 |
|
- |
| Cl-7.17, 8.1 Table-1 (iii)(b) Transverse direction) |
- |
0 |
|
- |
| Cl-7.17, 8.1 Table-1 (iv)(Tear strength) |
- |
0 |
|
- |
| Cl-7.17, 8.1 Table-1 (v)(Resistance to damage by flexing) |
- |
0 |
|
- |
| Cl-8.2(Test Specimens) |
- |
0 |
|
- |
| Cl-9.2(Marking) |
- |
0 |
|
- |
| Cl-7.1(Description) |
- |
0 |
|
- |
| Cl-7.2(Base Fabric) |
- |
0 |
|
- |
| Cl-7.3(Appearance) |
- |
0 |
|
- |
| Cl-7.4(Colour, Grain and Finish) |
- |
0 |
|
- |
| Cl-7.5(Coating) |
- |
0 |
|
- |
| Cl-7.6(Resistance to Heat and Loss of Mass on Heating) |
- |
0 |
|
- |
| Cl-7.7(Resistance to Cold) |
- |
0 |
|
- |
| Cl-7.8(Colour Fastness to Dry and Wet Rubbing) |
- |
0 |
|
- |
| Cl-7.9(Colour Fastness to Light) |
- |
0 |
|
- |
| Cl-7.10(Gelling Test) |
- |
0 |
|
- |
| Cl-7.11(Adhesion of Print) |
- |
0 |
|
- |
| Cl-7.12(Flame Resistance) |
- |
0 |
|
- |
| Cl-7.13(Adhesion of Coating) |
- |
0 |
|
- |
| Cl-7.14(Blocking Resistance) |
- |
0 |
|
- |
| Cl-7.15(Resistance to Penetration of Water) |
- |
0 |
|
- |
| Cl-7.16("Elongation and Elastic Recovery for a Constant
Load") |
- |
0 |
|
- |
| Cl-7.17, 8.1 Table-1 (i)(Usable width, Min, cm) |
- |
0 |
|
- |
| Cl-7.17, 8.1 Table-1 (ii)(Mass of finished fabric, Min, g/m2) |
- |
0 |
|
- |
| Cl-7.17, 8.1 Table-1 (iii)(a) Longitudinal direction) |
- |
0 |
|
- |
| Cl-7.17, 8.1 Table-1 (iii)(b) Transverse direction) |
- |
0 |
|
- |
| Cl-7.17, 8.1 Table-1 (iv)(Tear strength) |
- |
0 |
|
- |
| Cl-7.17, 8.1 Table-1 (v)(Resistance to damage by flexing) |
- |
0 |
|
- |
| Cl-8.2(Test Specimens) |
- |
0 |
|
- |
| Cl-9.2(Marking) |
- |
0 |
|
- |
|
- |
- Included w.e.f.23.06.2025 |
| 135 |
IS 8699 (1977) |
Specification for pvc coated fabrics for footwear industry |
Type A/Type B |
12000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 3.1.1 and 4.1, Table - 1 (ii)(Total Mass) |
- |
500 |
|
- |
| 3.1.1 and 4.1, Table - 1 (iii)(Breaking Strength Warp direction) |
- |
1000 |
|
- |
| 3.1.1 and 4.1, Table - 1 (iii)(Breaking Strength Weft direction) |
- |
0 |
|
- |
| 3.1.1 and 4.1, Table - 1 (iv)("Resistance to damage by flexing Stage I
") |
- |
1000 |
|
- |
| 3.1.1 and 4.1, Table - 1 (iv)("Resistance to damage by flexing Stage II
") |
- |
0 |
|
- |
| 3.1.1 and 4.1, Table - 1 (v)(Thickness) |
- |
500 |
|
- |
| 4.2(Appearance) |
- |
500 |
|
- |
| 4.3(Colour , Grain, Embossing and finish) |
- |
500 |
|
- |
| 4.4.1(Resistance to cold) |
- |
1000 |
|
- |
| 4.4.2(Colour fastness to Dry and Wet Rubbing) |
- |
1000 |
|
- |
| 4.4.3(Colour fastness to light) |
- |
1000 |
|
- |
| 4.4.4(Resistance to heat and loss of mass of coating on heating) |
- |
1000 |
|
- |
| 4.4.5(Stability at Vulcanization Temperature) |
- |
1000 |
|
- |
| 4.5(Resistance to Gelling) |
- |
1000 |
|
- |
| 4.5.1(Embossing on Grain) |
- |
500 |
|
- |
| 4.6(Adhesion of print (for Printed PVC Coated fabrics)) |
- |
1000 |
|
- |
| 4.7(Adhesion of coating) |
- |
1000 |
|
- |
| 3.1.1 and 4.1, Table - 1 (ii)(Total Mass) |
- |
0 |
|
- |
| 3.1.1 and 4.1, Table - 1 (iii)(Breaking Strength Warp direction) |
- |
0 |
|
- |
| 3.1.1 and 4.1, Table - 1 (iii)(Breaking Strength Weft direction) |
- |
0 |
|
- |
| 3.1.1 and 4.1, Table - 1 (iv)("Resistance to damage by flexing Stage I
") |
- |
0 |
|
- |
| 3.1.1 and 4.1, Table - 1 (iv)("Resistance to damage by flexing Stage II
") |
- |
0 |
|
- |
| 3.1.1 and 4.1, Table - 1 (v)(Thickness) |
- |
0 |
|
- |
| 4.2(Appearance) |
- |
0 |
|
- |
| 4.3(Colour , Grain, Embossing and finish) |
- |
0 |
|
- |
| 4.4.1(Resistance to cold) |
- |
0 |
|
- |
| 4.4.2(Colour fastness to Dry and Wet Rubbing) |
- |
0 |
|
- |
| 4.4.3(Colour fastness to light) |
- |
0 |
|
- |
| 4.4.4(Resistance to heat and loss of mass of coating on heating) |
- |
0 |
|
- |
| 4.4.5(Stability at Vulcanization Temperature) |
- |
0 |
|
- |
| 4.5(Resistance to Gelling) |
- |
0 |
|
- |
| 4.5.1(Embossing on Grain) |
- |
0 |
|
- |
| 4.6(Adhesion of print (for Printed PVC Coated fabrics)) |
- |
0 |
|
- |
| 4.7(Adhesion of coating) |
- |
0 |
|
- |
| Cl-3.1.1, & 4.1 Table-1 (i)(Usable width, cm, Min) |
- |
0 |
|
- |
|
- |
- Included w.e.f.23.06.2025 |
| 136 |
IS 15354 : Part 1 (2023) |
Single-use medical examination gloves Part 1 Specification for gloves made from rubber latex or rubber solution Second Revision |
type-1/type-2 |
10000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl-4.3(Finish) |
- |
500 |
|
- |
| Cl-5(Materials) |
- |
1000 |
|
- |
| Cl-7.1, Table-2(Size code) |
- |
500 |
|
- |
| Cl-7.1, Table-2(Width corresponding to size code (dimension w, Figure 1)) |
- |
500 |
|
- |
| Cl-7.1, Table-2(Descriptive size) |
- |
500 |
|
- |
| Cl-7.1, Table-2(Width corresponding to descriptive size (dimension w, Figure 1)) |
- |
500 |
|
- |
| Cl-7.1, Table-2(Minimum length (dimension l, Figure 1)) |
- |
500 |
|
- |
| Cl-7.1, Table-2(Minimum thickness (at locations shown in Figure 1)) |
- |
500 |
|
- |
| Cl-7.1, Table-2(Maximum thickness (at approximate centre of palm)) |
- |
500 |
|
- |
| Cl-7.2(Water tightness) |
- |
2000 |
|
- |
| Cl-7.3.2 & 7.3.3, Table-3(Minimum force at break before accelerated ageing, N) |
- |
750 |
|
- |
| Cl-7.3.2 & 7.3.3, Table-3(Minimum elongation at break before accelerated ageing, %) |
- |
750 |
|
- |
| Cl-7.3.2 & 7.3.3, Table-3(Minimum force at break after accelerated ageing, N) |
- |
500 |
|
- |
| Cl-7.3.2 & 7.3.3, Table-3(Minimum elongation at break after accelerated ageing, %) |
- |
500 |
|
- |
| Cl-9(Marking) |
- |
500 |
|
- |
| Cl-4.3(Finish) |
- |
0 |
|
- |
| Cl-5(Materials) |
- |
0 |
|
- |
| Cl-7.1, Table-2(Size code) |
- |
0 |
|
- |
| Cl-7.1, Table-2(Width corresponding to size code (dimension w, Figure 1)) |
- |
0 |
|
- |
| Cl-7.1, Table-2(Descriptive size) |
- |
0 |
|
- |
| Cl-7.1, Table-2(Width corresponding to descriptive size (dimension w, Figure 1)) |
- |
0 |
|
- |
| Cl-7.1, Table-2(Minimum length (dimension l, Figure 1)) |
- |
0 |
|
- |
| Cl-7.1, Table-2(Minimum thickness (at locations shown in Figure 1)) |
- |
0 |
|
- |
| Cl-7.1, Table-2(Maximum thickness (at approximate centre of palm)) |
- |
0 |
|
- |
| Cl-7.2(Water tightness) |
- |
0 |
|
- |
| Cl-7.3.2 & 7.3.3, Table-3(Minimum force at break before accelerated ageing, N) |
- |
0 |
|
- |
| Cl-7.3.2 & 7.3.3, Table-3(Minimum elongation at break before accelerated ageing, %) |
- |
0 |
|
- |
| Cl-7.3.2 & 7.3.3, Table-3(Minimum force at break after accelerated ageing, N) |
- |
0 |
|
- |
| Cl-7.3.2 & 7.3.3, Table-3(Minimum elongation at break after accelerated ageing, %) |
- |
0 |
|
- |
| Cl-9(Marking) |
- |
0 |
|
- |
| Cl-4.3(Finish) |
- |
0 |
|
- |
| Cl-5(Materials) |
- |
0 |
|
- |
| Cl-7.1, Table-2(Size code) |
- |
0 |
|
- |
| Cl-7.1, Table-2(Width corresponding to size code (dimension w, Figure 1)) |
- |
0 |
|
- |
| Cl-7.1, Table-2(Descriptive size) |
- |
0 |
|
- |
| Cl-7.1, Table-2(Width corresponding to descriptive size (dimension w, Figure 1)) |
- |
0 |
|
- |
| Cl-7.1, Table-2(Minimum length (dimension l, Figure 1)) |
- |
0 |
|
- |
| Cl-7.1, Table-2(Minimum thickness (at locations shown in Figure 1)) |
- |
0 |
|
- |
| Cl-7.1, Table-2(Maximum thickness (at approximate centre of palm)) |
- |
0 |
|
- |
| Cl-7.2(Water tightness) |
- |
0 |
|
- |
| Cl-7.3.2 & 7.3.3, Table-3(Minimum force at break before accelerated ageing, N) |
- |
0 |
|
- |
| Cl-7.3.2 & 7.3.3, Table-3(Minimum elongation at break before accelerated ageing, %) |
- |
0 |
|
- |
| Cl-7.3.2 & 7.3.3, Table-3(Minimum force at break after accelerated ageing, N) |
- |
0 |
|
- |
| Cl-7.3.2 & 7.3.3, Table-3(Minimum elongation at break after accelerated ageing, %) |
- |
0 |
|
- |
| Cl-9(Marking) |
- |
0 |
|
- |
|
- |
- Included w.e.f 03.06.2025
Exclusion: Cl-7.4 (Sterility) |
| 137 |
IS 17399 (2020) |
Textiles - Polypropylene ( PP )/ High Density Polyethylene ( HDPE ) Laminated Woven Sacks for Mail Sorting, Storage, Transport and Distribution - Specification |
Type-I/Type-II/Type-III |
32820 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 5.1(MANUFACTURE - Raw Materials) |
- |
2500 |
|
- |
| 5.2(MANUFACTURE - Fabric for PP tapes & for HDPE tapes) |
- |
1800 |
|
- |
| 5.2- Table 1- i)("REQUIREMENTS - Inside dimensions
a) Bottom panel (L × W), mm b) Open top (L × W), mm c) Height (H), mm") |
- |
1500 |
|
- |
| 5.2- Table 1- ii)(REQUIREMENTS - Ends per dm) |
- |
250 |
|
- |
| 5.2- Table 1- iii)(REQUIREMENTS - Picks per dm) |
- |
250 |
|
- |
| 5.2- Table 1- iv)(REQUIREMENTS - Mass of laminated sack, g) |
- |
500 |
|
- |
| 5.2- Table 1- v)(REQUIREMENTS - Breaking strength of laminated fabric (Cut strip method1)), Min, N2) (kgf) a) Lengthwise b) Widthwise) |
- |
3000 |
|
- |
| 5.2- Table 1- vi)(REQUIREMENTS - Seam strength of bottom and side panel seam (Cut strip method), Min, N2), (kgf)) |
- |
1500 |
|
- |
| 5.2- Table 1- vii)("REQUIREMENTS - Elongation at break of fabric, percent:
a) Lengthwise b) Widthwise") |
- |
0 |
|
- |
| 5.2- Table 1- viii)(REQUIREMENTS - Ash content, Max, percent (a) For UV stabilized sacks (b) For non-UV stabilized sacks) |
- |
1500 |
|
- |
| 5.3(Lamination) |
- |
1500 |
|
- |
| 5.4(Sack Fabrication) |
- |
500 |
|
- |
| 5.5(Capacity) |
- |
500 |
|
- |
| 6.1- Table 1- i)(REQUIREMENTS - Inside dimensions a) Bottom panel (L × W), mm b) Open top (L × W), mm c) Height (H), mm) |
- |
0 |
|
- |
| 6.1- Table 1- ii)(REQUIREMENTS - Ends per dm) |
- |
0 |
|
- |
| 6.1- Table 1- iii)(REQUIREMENTS - Picks per dm) |
- |
0 |
|
- |
| 6.1- Table 1- iv)(REQUIREMENTS - Mass of laminated sack, g) |
- |
0 |
|
- |
| 6.1- Table 1- v)(REQUIREMENTS - Breaking strength of laminated fabric (Cut strip method1)), Min, N2) (kgf)) |
- |
0 |
|
- |
| 6.1- Table 1- vi)(REQUIREMENTS - Seam strength of bottom and side panel seam (Cut strip method), Min) |
- |
0 |
|
- |
| 6.1- Table 1- vii)(REQUIREMENTS - Elongation at break of fabric, percent a) Lengthwise b) Widthwise) |
- |
0 |
|
- |
| 6.1- Table 1- viii)(REQUIREMENTS - Ash content, Max, percent (a) For UV stabilized sacks (b) For non-UV stabilized sacks) |
- |
0 |
|
- |
| 6.4(UV Resistance Test) |
- |
16520 |
|
- |
| 7(PRINTING, PACKAGING AND MARKING) |
- |
500 |
|
- |
| 8(ATMOSPHERIC CONDITIONS FOR SAMPLE CONDITIONING AND TESTING) |
- |
500 |
|
- |
| Clause 5.1(Raw Materials) |
- |
0 |
|
- |
| "Clause 5.2 Table 1(i)"(Inside dimensions) |
- |
0 |
|
- |
| "Clause 5.2 Table 1(i)"(Inside dimensions) |
- |
0 |
|
- |
| "Clause 5.2 Table 1(ii)"(Ends per dm) |
- |
0 |
|
- |
| "Clause 5.2 Table 1(iii)"(Picks per dm) |
- |
0 |
|
- |
| "Clause 5.2 Table 1(iv)"("Mass of laminated
sack, g") |
- |
0 |
|
- |
| "Clause 5.2 Table 1(v)"("Breaking strength of
laminated fabric") |
- |
0 |
|
- |
| "Clause 5.2 Table 1(vi)"(Seam strength of bottom and side panel seam) |
- |
0 |
|
- |
| "Clause 5.2 Table 1(vii)"("Elongation at break
of fabric, percent:") |
- |
0 |
|
- |
| "Clause 5.2 Table 1(viii)"("Ash content, Max,
percent") |
- |
0 |
|
- |
| Clause 5.3(Lamination with a thin film of polypropylene) |
- |
0 |
|
- |
| Clause 5.4(Sack Fabrication) |
- |
0 |
|
- |
| Clause 7.3(Marking on Sacks) |
- |
0 |
|
- |
| Clause 5.1(Raw Materials) |
- |
0 |
|
- |
| "Clause 5.2 Table 1(i)"(Inside dimensions) |
- |
0 |
|
- |
| "Clause 5.2 Table 1(ii)"(Ends per dm) |
- |
0 |
|
- |
| "Clause 5.2 Table 1(iii)"(Picks per dm) |
- |
0 |
|
- |
| "Clause 5.2 Table 1(iv)"("Mass of laminated
sack, g") |
- |
0 |
|
- |
| "Clause 5.2 Table 1(v)"("Breaking strength of
laminated fabric") |
- |
0 |
|
- |
| "Clause 5.2 Table 1(vi)"(Seam strength of bottom and side panel seam) |
- |
0 |
|
- |
| "Clause 5.2 Table 1(vii)"("Elongation at break
of fabric, percent:") |
- |
0 |
|
- |
| "Clause 5.2 Table 1(viii)"("Ash content, Max,
percent") |
- |
0 |
|
- |
| Clause 5.3(Lamination with a thin film of polypropylene) |
- |
0 |
|
- |
| Clause 7.3(Marking on Sacks) |
- |
0 |
|
- |
|
- |
- Included w.e.f.19.05.2025 |
| 138 |
IS 11652 (2017) |
Textiles – High density polyethylene (HDPE)/ polypropylene (PP) woven sacks for packaging of 50 kg cement – Specification (third revision) |
HDPE/PP |
30500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 4.2
(width of tape, 2.5 mm ± 0.1 mm) |
- |
500 |
|
- |
| Fig. 1- Table 1- Sr. no. ii
(Ends per dm - Annex B 40 ± 2 ) |
- |
250 |
|
- |
| Fig. 1- Table 1-Sr. no. iii
(Picks per dm-Annex B 40 ± 2 ) |
- |
250 |
|
- |
| Fig. 1- Table 1- Sr. no. i
(Dimensions, mm (see Note )- Annex B
c) Width of gusset (e) 76 ± 10 mm
) |
- |
250 |
|
- |
| Fig. 1- Table 1- Sr. no. i
(Dimensions, mm (see Note ) -Annex B
d) Width of valve (v) 100, + 10/-5 mm
) |
- |
250 |
|
- |
| Fig. 1- Table 1-Sr. no. i
(Dimensions, mm (see Note )- Annex B
b) Width of sack (w) 480 ± 10 mm
) |
- |
250 |
|
- |
| Fig. 1, Table 1
(i) Dimensions, mm (see Note ) -Annex B
a) Length of sack, inside (l), 710 ± 10 mm
) |
- |
250 |
|
- |
| 4.5(and the remaining overhang shall not be more than 5 mm after trimming.) |
- |
250 |
|
- |
| 4.1(Raw Material
) |
- |
2000 |
|
- |
| 4.2
(Fabric) |
- |
0 |
|
- |
| 4.2
(Linear Density, 900 denier) |
- |
1000 |
|
- |
| 4.2
(The woven fabric shall be
of mesh, 10 × 10 per inch) |
- |
250 |
|
- |
| 4.2
(The woven fabric shall be
of weight, 79 g/m2 ) |
- |
500 |
|
- |
| 4.2
(The
denier of HDPE/ PP tape used in the manufacture of
woven fabric shall be subjected to the
tolerances: a) ± 10 percent on individual value, and
) |
- |
0 |
|
- |
| 4.2
(The
denier of HDPE/ PP tape used in the manufacture of
woven fabric shall be subjected to the
tolerances:
b) ± 5 percent on average.
) |
- |
0 |
|
- |
| Fig. 1- Table 1- Sr. no. i
(Dimensions, mm (see Note ) -Annex B
e) Depth of valve (f), Min, The depth of the valve (f) shall not be less than 2 times the width of the valve (v) in case of gusseted sacks and not less than 2.3 times the width of the valve (v) in case of non-gusseted sacks.
) |
- |
0 |
|
- |
| Fig. 1- Table 1- Sr. no. i
(Dimensions, mm (see Note ) -Annex B
e) Depth of valve (f), Min, The depth of the valve (f) shall not be less than 2.3 times the width of the valve (v) in case of non-gusseted sacks.
) |
- |
0 |
|
- |
| 4.3(Sacks) |
- |
1000 |
|
- |
| 4.4(Seam
) |
- |
1000 |
|
- |
| 4.4(Seam
) |
- |
0 |
|
- |
| 4.4(Seam The two rows of stitches shall be separated from each other by minimum 5 mm and ) |
- |
0 |
|
- |
| 4.4(Seam The outer stitch shall be minimum 8 mm from the outer edge of the sacks. ) |
- |
0 |
|
- |
| 4.4(Seam The stitching shall be done with double fold over seam to) |
- |
0 |
|
- |
| 4.4(to a depth of minimum 25 mm, so that so that) |
- |
250 |
|
- |
| 4.4(that the stitches pass through a minimum of six layers of the fabric.) |
- |
250 |
|
- |
| 4.4(The number of stitches/dm shall be 14 ± 2.) |
- |
0 |
|
- |
| 4.4(Seam) |
- |
0 |
|
- |
| 4.4(The material used for stitching shall be HDPE/PP tape having minimum 20 percent higher denier than the tapes used
in the fabric.) |
- |
0 |
|
- |
| 4.4(Seam) |
- |
0 |
|
- |
| 4.4(Seam) |
- |
0 |
|
- |
| 4.4(Seam) |
- |
0 |
|
- |
| 4.5(Lamination ) |
- |
1000 |
|
- |
| 4.5(Lamination ) |
- |
0 |
|
- |
| 4.5(Lamination ) |
- |
0 |
|
- |
| 4.6(Capacity The sack shall have the nominal filling capacity of 50 kg) |
- |
250 |
|
- |
| 4.7(Valve for Filling of Sacks) |
- |
250 |
|
- |
| 4.7(There shall be a double fold at the top seam and) |
- |
0 |
|
- |
| 4.7(and then stitching shall be done through six layers.) |
- |
0 |
|
- |
| 4.7(The depth of the valve (f) shall not be less than 2 times the width of the valve (v) in case of gusseted sacks and) |
- |
0 |
|
- |
| 4.7(and not less than 2.3 times the width of the valve (v) in case of non-gusseted sacks.
) |
- |
0 |
|
- |
| 5/5.1-Table 1-Sr. no. iv(Requirements, Mass of Sack- IS 1964
a) Non-gusseted type 70 + 6%) |
- |
500 |
|
- |
| 5/5.1-Table 1-Sr. no. iv(Requirements, Mass of Sack- IS 1964
a) gusseted type 71 + 6%) |
- |
0 |
|
- |
| 5/5.1(The mass of bale of sacks (excluding packing materials) shall be within ± 3 percent of the mass calculated by multiplying the number of sacks with the mass of sack specified in Table 1.) |
- |
0 |
|
- |
| 5/5.3-Table 1-Sr. no.v(Average breaking strength of fabric [Ravelled strip method, 325 mm × 70 mm] Min, N(kgf): -1969 (Part 1) a) Lengthwise , 900 (91.8) ) |
- |
3000 |
|
- |
| 5/5.3-Table 1-Sr. no.v(Average breaking strength of fabric [Ravelled strip method, 325 mm × 70 mm] Min, N(kgf): - 1969 (Part 1) b) Widthwise , 900 (91.8) ) |
- |
0 |
|
- |
| 5/5.3-Table 1-Sr. no.vi(Breaking strength of top seam (Ravelled strip method), Min, - IS 9030 N (kgf) 400 (40.8)) |
- |
1500 |
|
- |
| 5/5.3-Table 1-Sr. no.vi(Breaking strength of bottom seam (Ravelled strip method), Min, - IS 9030 N (kgf) 400 (40.8)) |
- |
0 |
|
- |
| 5/5.3-Table 1-Sr. no.vii(Elongation at break of fabric (Ravelled strip method), percent : - IS 1969 (Part1 ) a) Lengthwise 15 to 25) |
- |
0 |
|
- |
| 5/5.3-Table 1-Sr. no.vii(Elongation at break of fabric (Ravelled strip method), percent : - IS 1969 (Part1 ) b) Widthwise 15 to 25) |
- |
0 |
|
- |
| 5/5.4-Table 1-Sr. no.viii(Drop impact strength - Annex C No failure) |
- |
1500 |
|
- |
| 5/5.5-Table 1-Sr. no.viii(Ash content Max percent- Annex D a) For UV stabilized sacks 2.2
) |
- |
1500 |
|
- |
| 5/5.5-Table 1-Sr. no.viii(Ash content Max percent- Annex D b) For non-UV stabilized sacks 6
) |
- |
0 |
|
- |
| 5/5.6 (UV Resistance, ) |
- |
0 |
|
- |
| 5/5.6 (UV Resistance, The UV stabilized woven fabric shall have at least 50 percent retention of the original breaking strength when tested after the same has been exposed
to a) UV Radiation -Annex F ) |
- |
11600 |
|
- |
| 5/5.6 (UV Resistance, The UV stabilized woven fabric shall have at least 50 percent retention of the original breaking strength when tested after the same has been exposed
to b) Accelerated Weathering - Annex F ) |
- |
0 |
|
- |
| 4.2
(width of tape, 2.5 mm ± 0.1 mm) |
- |
0 |
|
- |
| Fig. 1- Table 1- Sr. no. ii
(Ends per dm - Annex B 40 ± 2 ) |
- |
0 |
|
- |
| Fig. 1- Table 1-Sr. no. iii
(Picks per dm-Annex B 40 ± 2 ) |
- |
0 |
|
- |
| Fig. 1- Table 1- Sr. no. i
(Dimensions, mm (see Note )- Annex B
c) Width of gusset (e) 76 ± 10 mm
) |
- |
0 |
|
- |
| Fig. 1- Table 1- Sr. no. i
(Dimensions, mm (see Note ) -Annex B
d) Width of valve (v) 100, + 10/-5 mm
) |
- |
0 |
|
- |
| Fig. 1- Table 1-Sr. no. i
(Dimensions, mm (see Note )- Annex B
b) Width of sack (w) 480 ± 10 mm
) |
- |
0 |
|
- |
| Fig. 1, Table 1
(i) Dimensions, mm (see Note ) -Annex B
a) Length of sack, inside (l), 710 ± 10 mm
) |
- |
0 |
|
- |
| 4.5(and the remaining overhang shall not be more than 5 mm after trimming.) |
- |
0 |
|
- |
| 4.1(Raw Material
) |
- |
0 |
|
- |
| 4.2
(Fabric) |
- |
0 |
|
- |
| 4.2
(Linear Density, 900 denier) |
- |
0 |
|
- |
| 4.2
(The woven fabric shall be
of mesh, 10 × 10 per inch) |
- |
0 |
|
- |
| 4.2
(The woven fabric shall be
of weight, 79 g/m2 ) |
- |
0 |
|
- |
| 4.2
(The
denier of HDPE/ PP tape used in the manufacture of
woven fabric shall be subjected to the
tolerances: a) ± 10 percent on individual value, and
) |
- |
0 |
|
- |
| 4.2
(The
denier of HDPE/ PP tape used in the manufacture of
woven fabric shall be subjected to the
tolerances:
b) ± 5 percent on average.
) |
- |
0 |
|
- |
| Fig. 1- Table 1- Sr. no. i
(Dimensions, mm (see Note ) -Annex B
e) Depth of valve (f), Min, The depth of the valve (f) shall not be less than 2 times the width of the valve (v) in case of gusseted sacks and not less than 2.3 times the width of the valve (v) in case of non-gusseted sacks.
) |
- |
0 |
|
- |
| Fig. 1- Table 1- Sr. no. i
(Dimensions, mm (see Note ) -Annex B
e) Depth of valve (f), Min, The depth of the valve (f) shall not be less than 2.3 times the width of the valve (v) in case of non-gusseted sacks.
) |
- |
0 |
|
- |
| 4.3(Sacks) |
- |
0 |
|
- |
| 4.4(Seam
) |
- |
0 |
|
- |
| 4.4(Seam
) |
- |
0 |
|
- |
| 4.4(Seam The two rows of stitches shall be separated from each other by minimum 5 mm and ) |
- |
0 |
|
- |
| 4.4(Seam The outer stitch shall be minimum 8 mm from the outer edge of the sacks. ) |
- |
0 |
|
- |
| 4.4(Seam The stitching shall be done with double fold over seam to) |
- |
0 |
|
- |
| 4.4(to a depth of minimum 25 mm, so that so that) |
- |
0 |
|
- |
| 4.4(that the stitches pass through a minimum of six layers of the fabric.) |
- |
0 |
|
- |
| 4.4(The number of stitches/dm shall be 14 ± 2.) |
- |
0 |
|
- |
| 4.4(Seam) |
- |
0 |
|
- |
| 4.4(The material used for stitching shall be HDPE/PP tape having minimum 20 percent higher denier than the tapes used
in the fabric.) |
- |
0 |
|
- |
| 4.4(Seam) |
- |
0 |
|
- |
| 4.4(Seam) |
- |
0 |
|
- |
| 4.4(Seam) |
- |
0 |
|
- |
| 4.5(Lamination ) |
- |
0 |
|
- |
| 4.5(Lamination ) |
- |
0 |
|
- |
| 4.5(Lamination ) |
- |
0 |
|
- |
| 4.6(Capacity The sack shall have the nominal filling capacity of 50 kg) |
- |
0 |
|
- |
| 4.7(Valve for Filling of Sacks) |
- |
400 |
|
- |
| 4.7(There shall be a double fold at the top seam and) |
- |
0 |
|
- |
| 4.7(and then stitching shall be done through six layers.) |
- |
0 |
|
- |
| 4.7(The depth of the valve (f) shall not be less than 2 times the width of the valve (v) in case of gusseted sacks and) |
- |
0 |
|
- |
| 4.7(and not less than 2.3 times the width of the valve (v) in case of non-gusseted sacks.
) |
- |
0 |
|
- |
| 5/5.1-Table 1-Sr. no. iv(Requirements, Mass of Sack- IS 1964
a) Non-gusseted type 70 + 6%) |
- |
0 |
|
- |
| 5/5.1-Table 1-Sr. no. iv(Requirements, Mass of Sack- IS 1964
a) gusseted type 71 + 6%) |
- |
0 |
|
- |
| 5/5.1(The mass of bale of sacks (excluding packing materials) shall be within ± 3 percent of the mass calculated by multiplying the number of sacks with the mass of sack specified in Table 1.) |
- |
0 |
|
- |
| 5/5.3-Table 1-Sr. no.v(Average breaking strength of fabric [Ravelled strip method, 325 mm × 70 mm] Min, N(kgf): -1969 (Part 1) a) Lengthwise , 900 (91.8) ) |
- |
0 |
|
- |
| 5/5.3-Table 1-Sr. no.v(Average breaking strength of fabric [Ravelled strip method, 325 mm × 70 mm] Min, N(kgf): - 1969 (Part 1) b) Widthwise , 900 (91.8) ) |
- |
0 |
|
- |
| 5/5.3-Table 1-Sr. no.vi(Breaking strength of top seam (Ravelled strip method), Min, - IS 9030 N (kgf) 400 (40.8)) |
- |
0 |
|
- |
| 5/5.3-Table 1-Sr. no.vi(Breaking strength of bottom seam (Ravelled strip method), Min, - IS 9030 N (kgf) 400 (40.8)) |
- |
0 |
|
- |
| 5/5.3-Table 1-Sr. no.vii(Elongation at break of fabric (Ravelled strip method), percent : - IS 1969 (Part1 ) a) Lengthwise 15 to 25) |
- |
0 |
|
- |
| 5/5.3-Table 1-Sr. no.vii(Elongation at break of fabric (Ravelled strip method), percent : - IS 1969 (Part1 ) b) Widthwise 15 to 25) |
- |
0 |
|
- |
| 5/5.4-Table 1-Sr. no.viii(Drop impact strength - Annex C No failure) |
- |
0 |
|
- |
| 5/5.5-Table 1-Sr. no.viii(Ash content Max percent- Annex D a) For UV stabilized sacks 2.2
) |
- |
0 |
|
- |
| 5/5.5-Table 1-Sr. no.viii(Ash content Max percent- Annex D b) For non-UV stabilized sacks 6
) |
- |
0 |
|
- |
| 5/5.6 (UV Resistance, ) |
- |
0 |
|
- |
| 5/5.6 (UV Resistance, The UV stabilized woven fabric shall have at least 50 percent retention of the original breaking strength when tested after the same has been exposed
to a) UV Radiation -Annex F ) |
- |
0 |
|
- |
| 5/5.6 (UV Resistance, The UV stabilized woven fabric shall have at least 50 percent retention of the original breaking strength when tested after the same has been exposed
to b) Accelerated Weathering - Annex F ) |
- |
0 |
|
- |
| 4.2
(width of tape, 2.5 mm ± 0.1 mm) |
- |
0 |
|
- |
| Fig. 1- Table 1- Sr. no. ii
(Ends per dm - Annex B 40 ± 2 ) |
- |
0 |
|
- |
| Fig. 1- Table 1-Sr. no. iii
(Picks per dm-Annex B 40 ± 2 ) |
- |
0 |
|
- |
| Fig. 1- Table 1- Sr. no. i
(Dimensions, mm (see Note )- Annex B
c) Width of gusset (e) 76 ± 10 mm
) |
- |
0 |
|
- |
| Fig. 1- Table 1- Sr. no. i
(Dimensions, mm (see Note ) -Annex B
d) Width of valve (v) 100, + 10/-5 mm
) |
- |
0 |
|
- |
| Fig. 1- Table 1-Sr. no. i
(Dimensions, mm (see Note )- Annex B
b) Width of sack (w) 480 ± 10 mm
) |
- |
0 |
|
- |
| Fig. 1, Table 1
(i) Dimensions, mm (see Note ) -Annex B
a) Length of sack, inside (l), 710 ± 10 mm
) |
- |
0 |
|
- |
| 4.5(and the remaining overhang shall not be more than 5 mm after trimming.) |
- |
0 |
|
- |
| 4.1(Raw Material
) |
- |
0 |
|
- |
| 4.2
(Fabric) |
- |
0 |
|
- |
| 4.2
(Linear Density, 900 denier) |
- |
0 |
|
- |
| 4.2
(The woven fabric shall be
of mesh, 10 × 10 per inch) |
- |
0 |
|
- |
| 4.2
(The woven fabric shall be
of weight, 79 g/m2 ) |
- |
0 |
|
- |
| 4.2
(The
denier of HDPE/ PP tape used in the manufacture of
woven fabric shall be subjected to the
tolerances: a) ± 10 percent on individual value, and
) |
- |
0 |
|
- |
| 4.2
(The
denier of HDPE/ PP tape used in the manufacture of
woven fabric shall be subjected to the
tolerances:
b) ± 5 percent on average.
) |
- |
0 |
|
- |
| Fig. 1- Table 1- Sr. no. i
(Dimensions, mm (see Note ) -Annex B
e) Depth of valve (f), Min, The depth of the valve (f) shall not be less than 2 times the width of the valve (v) in case of gusseted sacks and not less than 2.3 times the width of the valve (v) in case of non-gusseted sacks.
) |
- |
0 |
|
- |
| Fig. 1- Table 1- Sr. no. i
(Dimensions, mm (see Note ) -Annex B
e) Depth of valve (f), Min, The depth of the valve (f) shall not be less than 2.3 times the width of the valve (v) in case of non-gusseted sacks.
) |
- |
0 |
|
- |
| 4.3(Sacks) |
- |
0 |
|
- |
| 4.4(Seam
) |
- |
0 |
|
- |
| 4.4(Seam
) |
- |
0 |
|
- |
| 4.4(Seam The two rows of stitches shall be separated from each other by minimum 5 mm and ) |
- |
0 |
|
- |
| 4.4(Seam The outer stitch shall be minimum 8 mm from the outer edge of the sacks. ) |
- |
0 |
|
- |
| 4.4(Seam The stitching shall be done with double fold over seam to) |
- |
0 |
|
- |
| 4.4(to a depth of minimum 25 mm, so that so that) |
- |
0 |
|
- |
| 4.4(that the stitches pass through a minimum of six layers of the fabric.) |
- |
0 |
|
- |
| 4.4(The number of stitches/dm shall be 14 ± 2.) |
- |
0 |
|
- |
| 4.4(Seam) |
- |
0 |
|
- |
| 4.4(The material used for stitching shall be HDPE/PP tape having minimum 20 percent higher denier than the tapes used
in the fabric.) |
- |
0 |
|
- |
| 4.4(Seam) |
- |
0 |
|
- |
| 4.4(Seam) |
- |
0 |
|
- |
| 4.4(Seam) |
- |
0 |
|
- |
| 4.5(Lamination ) |
- |
0 |
|
- |
| 4.5(Lamination ) |
- |
0 |
|
- |
| 4.5(Lamination ) |
- |
0 |
|
- |
| 4.6(Capacity The sack shall have the nominal filling capacity of 50 kg) |
- |
0 |
|
- |
| 4.7(Valve for Filling of Sacks) |
- |
0 |
|
- |
| 4.7(There shall be a double fold at the top seam and) |
- |
0 |
|
- |
| 4.7(and then stitching shall be done through six layers.) |
- |
0 |
|
- |
| 4.7(The depth of the valve (f) shall not be less than 2 times the width of the valve (v) in case of gusseted sacks and) |
- |
0 |
|
- |
| 4.7(and not less than 2.3 times the width of the valve (v) in case of non-gusseted sacks.
) |
- |
0 |
|
- |
| 5/5.1-Table 1-Sr. no. iv(Requirements, Mass of Sack- IS 1964
a) Non-gusseted type 70 + 6%) |
- |
0 |
|
- |
| 5/5.1-Table 1-Sr. no. iv(Requirements, Mass of Sack- IS 1964
a) gusseted type 71 + 6%) |
- |
0 |
|
- |
| 5/5.1(The mass of bale of sacks (excluding packing materials) shall be within ± 3 percent of the mass calculated by multiplying the number of sacks with the mass of sack specified in Table 1.) |
- |
0 |
|
- |
| 5/5.3-Table 1-Sr. no.v(Average breaking strength of fabric [Ravelled strip method, 325 mm × 70 mm] Min, N(kgf): -1969 (Part 1) a) Lengthwise , 900 (91.8) ) |
- |
0 |
|
- |
| 5/5.3-Table 1-Sr. no.v(Average breaking strength of fabric [Ravelled strip method, 325 mm × 70 mm] Min, N(kgf): - 1969 (Part 1) b) Widthwise , 900 (91.8) ) |
- |
0 |
|
- |
| 5/5.3-Table 1-Sr. no.vi(Breaking strength of top seam (Ravelled strip method), Min, - IS 9030 N (kgf) 400 (40.8)) |
- |
0 |
|
- |
| 5/5.3-Table 1-Sr. no.vi(Breaking strength of bottom seam (Ravelled strip method), Min, - IS 9030 N (kgf) 400 (40.8)) |
- |
0 |
|
- |
| 5/5.3-Table 1-Sr. no.vii(Elongation at break of fabric (Ravelled strip method), percent : - IS 1969 (Part1 ) a) Lengthwise 15 to 25) |
- |
0 |
|
- |
| 5/5.3-Table 1-Sr. no.vii(Elongation at break of fabric (Ravelled strip method), percent : - IS 1969 (Part1 ) b) Widthwise 15 to 25) |
- |
0 |
|
- |
| 5/5.4-Table 1-Sr. no.viii(Drop impact strength - Annex C No failure) |
- |
0 |
|
- |
| 5/5.5-Table 1-Sr. no.viii(Ash content Max percent- Annex D a) For UV stabilized sacks 2.2
) |
- |
0 |
|
- |
| 5/5.5-Table 1-Sr. no.viii(Ash content Max percent- Annex D b) For non-UV stabilized sacks 6
) |
- |
0 |
|
- |
| 5/5.6 (UV Resistance, ) |
- |
0 |
|
- |
| 5/5.6 (UV Resistance, The UV stabilized woven fabric shall have at least 50 percent retention of the original breaking strength when tested after the same has been exposed
to a) UV Radiation -Annex F ) |
- |
0 |
|
- |
| 5/5.6 (UV Resistance, The UV stabilized woven fabric shall have at least 50 percent retention of the original breaking strength when tested after the same has been exposed
to b) Accelerated Weathering - Annex F ) |
- |
0 |
|
- |
| 4.2
(width of tape, 2.5 mm ± 0.1 mm) |
- |
0 |
|
- |
| Cl-5 Fig. 1- Table 1- Sr. no. ii(Ends per dm - Annex B 40 ± 2) |
- |
0 |
|
- |
| Cl-5 Fig. 1- Table 1-Sr. no. iii(Picks per dm-Annex B 40 ± 2) |
- |
0 |
|
- |
| Cl-5, Fig. 1- Table 1- Sr. no. i(Dimensions, mm (see Note )- Annex B
c) Width of gusset (e) 76 ± 10 mm) |
- |
0 |
|
- |
| Cl-5, Fig. 1- Table 1- Sr. no. i(Dimensions, mm (see Note ) -Annex B
d) Width of valve (v) 100, + 10/-5 mm) |
- |
0 |
|
- |
| Cl-5, Fig. 1- Table 1-Sr. no. i(Dimensions, mm (see Note )- Annex B
b) Width of sack (w) 480 ± 10 mm) |
- |
0 |
|
- |
| Cl-5, Fig. 1, Table 1(i) Dimensions, mm (see Note ) -Annex B
a) Length of sack, inside (l), 710 ± 10 mm) |
- |
0 |
|
- |
| 4.5(and the remaining overhang shall not be more than 5 mm after trimming.) |
- |
0 |
|
- |
| 4.1(Raw Material
) |
- |
0 |
|
- |
| 4.2
(Fabric) |
- |
0 |
|
- |
| 4.2
(Linear Density, 900 denier) |
- |
0 |
|
- |
| 4.2
(The woven fabric shall be
of mesh, 10 × 10 per inch) |
- |
0 |
|
- |
| 4.2
(The woven fabric shall be
of weight, 79 g/m2 ) |
- |
0 |
|
- |
| 4.2
(The
denier of HDPE/ PP tape used in the manufacture of
woven fabric shall be subjected to the
tolerances: a) ± 10 percent on individual value, and
) |
- |
0 |
|
- |
| 4.2
(The
denier of HDPE/ PP tape used in the manufacture of
woven fabric shall be subjected to the
tolerances:
b) ± 5 percent on average.
) |
- |
0 |
|
- |
| Fig. 1- Table 1- Sr. no. i
(Dimensions, mm (see Note ) -Annex B
e) Depth of valve (f), Min, The depth of the valve (f) shall not be less than 2 times the width of the valve (v) in case of gusseted sacks and not less than 2.3 times the width of the valve (v) in case of non-gusseted sacks.
) |
- |
0 |
|
- |
| Fig. 1- Table 1- Sr. no. i
(Dimensions, mm (see Note ) -Annex B
e) Depth of valve (f), Min, The depth of the valve (f) shall not be less than 2.3 times the width of the valve (v) in case of non-gusseted sacks.
) |
- |
0 |
|
- |
| 4.3(Sacks) |
- |
0 |
|
- |
| 4.4(Seam
) |
- |
0 |
|
- |
| 4.4(Seam
) |
- |
0 |
|
- |
| 4.4(Seam The two rows of stitches shall be separated from each other by minimum 5 mm and ) |
- |
0 |
|
- |
| 4.4(Seam The outer stitch shall be minimum 8 mm from the outer edge of the sacks. ) |
- |
0 |
|
- |
| 4.4(Seam The stitching shall be done with double fold over seam to) |
- |
0 |
|
- |
| 4.4(to a depth of minimum 25 mm, so that so that) |
- |
0 |
|
- |
| 4.4(that the stitches pass through a minimum of six layers of the fabric.) |
- |
0 |
|
- |
| 4.4(The number of stitches/dm shall be 14 ± 2.) |
- |
0 |
|
- |
| 4.4(Seam) |
- |
0 |
|
- |
| 4.4(The material used for stitching shall be HDPE/PP tape having minimum 20 percent higher denier than the tapes used
in the fabric.) |
- |
0 |
|
- |
| 4.4(Seam) |
- |
0 |
|
- |
| 4.4(Seam) |
- |
0 |
|
- |
| 4.5(Lamination ) |
- |
0 |
|
- |
| 4.5(Lamination ) |
- |
0 |
|
- |
| 4.5(Lamination ) |
- |
0 |
|
- |
| 4.6(Capacity The sack shall have the nominal filling capacity of 50 kg) |
- |
0 |
|
- |
| 4.7(Valve for Filling of Sacks) |
- |
0 |
|
- |
| 4.7(There shall be a double fold at the top seam and) |
- |
0 |
|
- |
| 4.7(and then stitching shall be done through six layers.) |
- |
0 |
|
- |
| 4.7(The depth of the valve (f) shall not be less than 2 times the width of the valve (v) in case of gusseted sacks and) |
- |
0 |
|
- |
| 4.7(and not less than 2.3 times the width of the valve (v) in case of non-gusseted sacks.
) |
- |
0 |
|
- |
| 5/5.1-Table 1-Sr. no. iv(Requirements, Mass of Sack- IS 1964
a) Non-gusseted type 70 + 6%) |
- |
0 |
|
- |
| 5/5.1-Table 1-Sr. no. iv(Requirements, Mass of Sack- IS 1964
a) gusseted type 71 + 6%) |
- |
0 |
|
- |
| 5/5.1(The mass of bale of sacks (excluding packing materials) shall be within ± 3 percent of the mass calculated by multiplying the number of sacks with the mass of sack specified in Table 1.) |
- |
0 |
|
- |
| 5/5.3-Table 1-Sr. no.v(Average breaking strength of fabric [Ravelled strip method, 325 mm × 70 mm] Min, N(kgf): -1969 (Part 1) a) Lengthwise , 900 (91.8) ) |
- |
0 |
|
- |
| 5/5.3-Table 1-Sr. no.v(Average breaking strength of fabric [Ravelled strip method, 325 mm × 70 mm] Min, N(kgf): - 1969 (Part 1) b) Widthwise , 900 (91.8) ) |
- |
0 |
|
- |
| 5/5.3-Table 1-Sr. no.vi(Breaking strength of top seam (Ravelled strip method), Min, - IS 9030 N (kgf) 400 (40.8)) |
- |
0 |
|
- |
| 5/5.3-Table 1-Sr. no.vi(Breaking strength of bottom seam (Ravelled strip method), Min, - IS 9030 N (kgf) 400 (40.8)) |
- |
0 |
|
- |
| 5/5.3-Table 1-Sr. no.vii(Elongation at break of fabric (Ravelled strip method), percent : - IS 1969 (Part1 ) a) Lengthwise 15 to 25) |
- |
0 |
|
- |
| 5/5.3-Table 1-Sr. no.vii(Elongation at break of fabric (Ravelled strip method), percent : - IS 1969 (Part1 ) b) Widthwise 15 to 25) |
- |
0 |
|
- |
| 5/5.4-Table 1-Sr. no.viii(Drop impact strength - Annex C No failure) |
- |
0 |
|
- |
| 5/5.5-Table 1-Sr. no.viii(Ash content Max percent- Annex D a) For UV stabilized sacks 2.2
) |
- |
0 |
|
- |
| 5/5.5-Table 1-Sr. no.viii(Ash content Max percent- Annex D b) For non-UV stabilized sacks 6
) |
- |
0 |
|
- |
| 5/5.6 (UV Resistance, ) |
- |
0 |
|
- |
| 5/5.6 (UV Resistance, The UV stabilized woven fabric shall have at least 50 percent retention of the original breaking strength when tested after the same has been exposed
to a) UV Radiation -Annex F ) |
- |
0 |
|
- |
| 5/5.6 (UV Resistance, The UV stabilized woven fabric shall have at least 50 percent retention of the original breaking strength when tested after the same has been exposed
to b) Accelerated Weathering - Annex F ) |
- |
0 |
|
- |
| 4.4(Seam) |
- |
0 |
|
` |
|
- |
- Included w.e.f.19.05.2025 |
| 139 |
IS 362 (1991) |
Parliament Hinges -specification |
All type |
13800 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl. 7.1 (Brass parliament hinges shall have either bright or satin finish and shall be suitably protected against discoloration) |
- |
2000 |
|
- |
| Cl. 7.2 (Ref. Cl. 11.1 of IS 1868:1996)( appearance and Colour - shall be free from visible defects on the significant surface(s) when viewed from an agreed distance) |
- |
2000 |
|
- |
| Cl. 7.2 (Ref. Cl.9 of IS 1868:1996)(Aluminium shall be anodized to a bright,
natural, sat or satin finish or dyed. ) |
- |
0 |
|
Test price for cl.7 is 2000/-. |
| Cl. 7.2 (Ref. Cl.9 of IS 1868:1996)(Anodinc casting thickness (Cl. 9.2 of IS 1868:1996)) |
- |
0 |
|
- |
| Cl. 7.3(Mild steel parliament hinges shall be finished bright or electro-galvanized as specified by the purchaser) |
- |
500 |
|
- |
| 3(Type) |
- |
1000 |
|
- |
| 5.1-able 2(Dlmenslons for Aluminium Alloy Parliament Hinges-Size) |
- |
1600 |
|
- |
| 5.1-able 2(Dlmenslons for Aluminium Alloy Parliament Hinges-A) |
- |
0 |
|
Test price for table-2-dimension test is 1600/-. |
| 5.1-able 2(Dlmenslons for Aluminium Alloy Parliament Hinges-B) |
- |
0 |
|
- |
| 5.1-able 2(Dlmenslons for Aluminium Alloy Parliament Hinges-C) |
- |
0 |
|
- |
| 5.1-able 2(Dlmenslons for Aluminium Alloy Parliament Hinges-D) |
- |
0 |
|
- |
| 5.1-able 2(Dlmenslons for Aluminium Alloy Parliament Hinges-d) |
- |
0 |
|
- |
| 5.1-able 2(Dlmenslons for Aluminium Alloy Parliament Hinges-E) |
- |
0 |
|
- |
| 5.1-able 2(Dlmenslons for Aluminium Alloy Parliament Hinges-Thickness of Flap) |
- |
0 |
|
- |
| 5.1-able 2(Dlmenslons for Aluminium Alloy Parliament Hinges-No. of Screw holes) |
- |
0 |
|
- |
| 5.1-able 2(Dlmenslons for Aluminium Alloy Parliament Hinges-Holes for screw designation) |
- |
0 |
|
- |
| 5.1-able 3(Dimensions for Cast Brass Parliament Hinges-Size) |
- |
1500 |
|
- |
| 5.1-able 3(Dimensions for Cast Brass Parliament Hinges-A) |
- |
0 |
|
Test price for table-3-dimension test is 1500/-. |
| 5.1-able 3(Dimensions for Cast Brass Parliament Hinges-B) |
- |
0 |
|
- |
| 5.1-able 3(Dimensions for Cast Brass Parliament Hinges-C) |
- |
0 |
|
- |
| 5.1-able 3(Dimensions for Cast Brass Parliament Hinges-D) |
- |
0 |
|
- |
| 5.1-able 3(Dimensions for Cast Brass Parliament Hinges-d) |
- |
0 |
|
- |
| 5.1-able 3(Dimensions for Cast Brass Parliament Hinges-E) |
- |
0 |
|
- |
| 5.1-able 3(Dimensions for Cast Brass Parliament Hinges-Thickness of Flap) |
- |
0 |
|
- |
| 5.1-able 3(Dimensions for Cast Brass Parliament Hinges-No. of Screw holes) |
- |
0 |
|
- |
| 5.1-able 3(Dimensions for Cast Brass Parliament Hinges-Holes for screw designation) |
- |
0 |
|
- |
| 5.1-Table 4(Dimensions for Mild Steel Parliament Hinges-Size) |
- |
1500 |
|
- |
| 5.1-Table 4(Dimensions for Mild Steel Parliament Hinges-A) |
- |
0 |
|
Test price for table-4-dimension test is 1500/-. |
| 5.1-Table 4(Dimensions for Mild Steel Parliament Hinges-B) |
- |
0 |
|
- |
| 5.1-Table 4(Dimensions for Mild Steel Parliament Hinges-C) |
- |
0 |
|
- |
| 5.1-Table 4(Dimensions for Mild Steel Parliament Hinges-D) |
- |
0 |
|
- |
| 5.1-Table 4(Dimensions for Mild Steel Parliament Hinges-d) |
- |
0 |
|
- |
| 5.1-Table 4(Dimensions for Mild Steel Parliament Hinges-E) |
- |
0 |
|
- |
| 5.1-Table 4(Dimensions for Mild Steel Parliament Hinges-Thickness of Flap) |
- |
0 |
|
- |
| 5.1-Table 4(Dimensions for Mild Steel Parliament Hinges-No. of Screw holes) |
- |
0 |
|
- |
| 5.1-Table 4(Dimensions for Mild Steel Parliament Hinges-Holes for screw designation) |
- |
0 |
|
- |
| 6.1(MANUFACTURE-General) |
- |
500 |
|
- |
| 6.1(MANUFACTURE-General) |
- |
0 |
|
Test price for cl. 6.1-General is 500/-. |
| 6.1(MANUFACTURE-General) |
- |
0 |
|
- |
| 6.2(MANUFACTURE-Knuckles) |
- |
500 |
|
- |
| 6.2(MANUFACTURE-Knuckles) |
- |
0 |
|
Test price for cl. 6.2-knuckles is 500/-. |
| 6.2(MANUFACTURE-Knuckles) |
- |
0 |
|
- |
| 6.2(MANUFACTURE-Knuckles) |
- |
0 |
|
- |
| 6.3(MANUFACTURE-Pins) |
- |
2000 |
|
- |
| 6.3(MANUFACTURE-Pins) |
- |
0 |
|
Test price for cl. 6.3-pins is 2000/-. |
| 6.3(MANUFACTURE-Pins) |
- |
0 |
|
- |
| 6.3(MANUFACTURE-Pins) |
- |
0 |
|
- |
| 6.4(MANUFACTURE-Screw Holes) |
- |
200 |
|
- |
| 6.5(MANUFACTURE-Position of Holes) |
- |
800 |
|
- |
| 6.5(MANUFACTURE-Position of Holes) |
- |
0 |
|
Test price for cl. 6.5-position of holes is 800/-. |
| 6.5(MANUFACTURE-Position of Holes-minimum distance from
the ends of the flap) |
- |
0 |
|
- |
| 6.5(MANUFACTURE-Position of Holes-minimum distance from
the inner edge) |
- |
0 |
|
- |
| 6.5(MANUFACTURE-Position of Holes) |
- |
0 |
|
- |
| 7.1(FINISH) |
- |
500 |
|
- |
| 7.3(FINISH) |
- |
500 |
|
- |
|
- |
- Included w.e.f 10.07.2025 |
| 140 |
IS 205 (1992) |
Non - Ferrous metal butt specification (Fourth Revision) |
All type |
8500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 4.1 -Table 1-Flap- i (Ref. Cl 5.1, Table 1 Designation 64430 or 65032 of IS 733 : 1983)(Chemical composition - Aluminium - IS 504) |
- |
200 |
|
Chemical composition testing for Flap and Pin Material is 4000/-. |
| 4.1 -Table 1-Flap- i (Ref. Cl 5.1, Table 1 Designation 64430 or 65032 of IS 733 : 1983)(Chemical composition - Copper - IS 504) |
- |
0 |
|
Chemical composition testing for Flap and Pin Material is 4000/-. |
| 4.1 -Table 1- Flap-i (Ref. Cl 5.1, Table 1 Designation 64430 or 65032 of IS 733 : 1983)(Chemical composition - Magnesium - IS 504) |
- |
0 |
|
Chemical composition testing for Flap and Pin Material is 4000/-. |
| 4.1 -Table 1- Flap-i (Ref. Cl 5.1, Table 1 Designation 64430 or 65032 of IS 733 : 1983)(Chemical composition - Iron - IS 504) |
- |
0 |
|
Chemical composition testing for Flap and Pin Material is 4000/-. |
| 4.1 -Table 1-Flap- i (Ref. Cl 5.1, Table 1 Designation 64430 or 65032 of IS 733 : 1983)(Chemical composition - Manganese - IS 504) |
- |
0 |
|
Chemical composition testing for Flap and Pin Material is 4000/-. |
| 4.1 -Table 1-Flap- i (Ref. Cl 5.1, Table 1 Designation 64430 or 65032 of IS 733 : 1983)(Chemical composition - Zinc - IS 504) |
- |
0 |
|
Chemical composition testing for Flap and Pin Material is 4000/-. |
| 4.1 -Table 1-Flap- i (Ref. Cl 5.1, Table 1 Designation 64430 or 65032 of IS 733 : 1983)(Chemical composition - Titanium and or other grain refining elements - IS 504) |
- |
0 |
|
Chemical composition testing for Flap and Pin Material is 4000/-. |
| 4.1 -Table 1- Flap-i (Ref. Cl 5.1, Table 1 Designation 64430 or 65032 of IS 733 : 1983)(Chemical composition - Chromium - IS 504) |
- |
0 |
|
Chemical composition testing for Flap and Pin Material is 4000/-. |
| 4 -Table 1- Flap-ii (Ref. Cl 8.1, Table 1 of IS 319 : 1989)(Chemical composition - Copper - IS 3685:1966) |
- |
0 |
|
Chemical composition testing for Flap and Pin Material is 4000/-. |
| 4 -Table 1-Flap- ii (Ref. Cl 8.1, Table 1 of IS 319 : 1989)(Chemical composition - Lead - IS 3685:1966) |
- |
0 |
|
Chemical composition testing for Flap and Pin Material is 4000/-. |
| 4 -Table 1-Flap- ii (Ref. Cl 8.1, Table 1 of IS 319 : 1989)(Chemical composition - Iron - IS 3685:1966) |
- |
0 |
|
Chemical composition testing for Flap and Pin Material is 4000/-. |
| 4 -Table 1-Flap- ii (Ref. Cl 8.1, Table 1 of IS 319 : 1989)(Chemical composition - Total other impurities excluding iron - IS 3685:1966) |
- |
0 |
|
Chemical composition testing for Flap and Pin Material is 4000/-. |
| 4 -Table 1- Flap-ii (Ref. Cl 8.1, Table 1 of IS 319 : 1989)(Chemical composition - Zinc- IS 3685:1966) |
- |
0 |
|
Chemical composition testing for Flap and Pin Material is 4000/-. |
| 4 -Table 1- Flap-iii (Ref. Cl 3.1, Table 1 Grade LCB-2 of IS 292 : 1983)(Chemical composition - Copper plus incidental nickel - IS 3685:1966) |
- |
0 |
|
Chemical composition testing for Flap and Pin Material is 4000/-. |
| 4 -Table 1- Flap-iii (Ref. Cl 3.1, Table 1 Grade LCB-2 of IS 292 : 1983)(Chemical composition - Nickel - IS 3685:1966) |
- |
0 |
|
Chemical composition testing for Flap and Pin Material is 4000/-. |
| 4 -Table 1-Flap- iii (Ref. Cl 3.1, Table 1 Grade LCB-2 of IS 292 : 1983)(Chemical composition - Tin - IS 3685:1966) |
- |
0 |
|
Chemical composition testing for Flap and Pin Material is 4000/-. |
| 4 -Table 1-Flap- iii (Ref. Cl 3.1, Table 1 Grade LCB-2 of IS 292 : 1983)(Chemical composition - Iron - IS 3685:1966) |
- |
0 |
|
Chemical composition testing for Flap and Pin Material is 4000/-. |
| 4 -Table 1- Flap-iii (Ref. Cl 3.1, Table 1 Grade LCB-2 of IS 292 : 1983)(Chemical composition - Aluminium - IS 3685:1966) |
- |
0 |
|
Chemical composition testing for Flap and Pin Material is 4000/-. |
| 4 -Table 1- Flap-iii (Ref. Cl 3.1, Table 1 Grade LCB-2 of IS 292 : 1983)(Chemical composition - Zinc - IS 3685:1966) |
- |
0 |
|
Chemical composition testing for Flap and Pin Material is 4000/-. |
| 4 -Table 1- Flap-iv (Ref. Cl 6.1 , Table 1 Designation CuZn40 of IS 410 : 1977)(Chemical composition - Copper - IS 3635:1966) |
- |
0 |
|
Chemical composition testing for Flap and Pin Material is 4000/-. |
| 4 -Table 1- Flap-iv (Ref. Cl 6.1 , Table 1 Designation CuZn40 of IS 410 : 1977)(Chemical composition - Lead - IS 3635:1966) |
- |
0 |
|
Chemical composition testing for Flap and Pin Material is 4000/-. |
| 4 -Table 1- Flap-iv (Ref. Cl 6.1 , Table 1 Designation CuZn40 of IS 410 : 1977)(Chemical composition - Iron - IS 3635:1966) |
- |
0 |
|
Chemical composition testing for Flap and Pin Material is 4000/-. |
| 4 -Table 1- Flap-iv (Ref. Cl 6.1 , Table 1 Designation CuZn40 of IS 410 : 1977)(Chemical composition - Total impurities (including Iron) - IS 3635:1966) |
- |
0 |
|
Chemical composition testing for Flap and Pin Material is 4000/-. |
| 4 -Table 1- Flap-iv (Ref. Cl 6.1 , Table 1 Designation CuZn40 of IS 410 : 1977)(Chemical composition - Zinc - IS 3635:1966) |
- |
0 |
|
Chemical composition testing for Flap and Pin Material is 4000/-. |
| 4.1 -Table 1-Pin- i (Ref. Cl 5.1, Table 1 Designation 64430 of IS 733 : 1983)(Chemical composition - Aluminium - IS 504) |
- |
0 |
|
Chemical composition testing for Flap and Pin Material is 4000/-. |
| 4.1 -Table 1-Pin- i (Ref. Cl 5.1, Table 1 Designation 64430 of IS 733 : 1983)(Chemical composition - Copper - IS 504) |
- |
0 |
|
Chemical composition testing for Flap and Pin Material is 4000/-. |
| 4.1 -Table 1-Pin- i (Ref. Cl 5.1, Table 1 Designation 64430 of IS 733 : 1983)(Chemical composition - Magnesium - IS 504) |
- |
0 |
|
Chemical composition testing for Flap and Pin Material is 4000/-. |
| 4.1 -Table 1-Pin- i (Ref. Cl 5.1, Table 1 Designation 64430 of IS 733 : 1983)(Chemical composition - Silicon - IS 504) |
- |
0 |
|
Chemical composition testing for Flap and Pin Material is 4000/-. |
| 4.1 -Table 1-Pin- i (Ref. Cl 5.1, Table 1 Designation 64430 of IS 733 : 1983)(Chemical composition - Iron - IS 504) |
- |
0 |
|
Chemical composition testing for Flap and Pin Material is 4000/-. |
| 4.1 -Table 1-Pin- i (Ref. Cl 5.1, Table 1 Designation 64430 of IS 733 : 1983)(Chemical composition - Manganese - IS 504) |
- |
0 |
|
Chemical composition testing for Flap and Pin Material is 4000/-. |
| 4.1 -Table 1-Pin- i (Ref. Cl 5.1, Table 1 Designation 64430 of IS 733 : 1983)(Chemical composition - Zinc - IS 504) |
- |
0 |
|
Chemical composition testing for Flap and Pin Material is 4000/-. |
| 4.1 -Table 1-Flap- i (Ref. Cl 5.1, Table 1 Designation 64430 or 65032 of IS 733 : 1983)(Chemical composition - Silicon - IS 504) |
- |
0 |
|
Chemical composition testing for Flap and Pin Material is 4000/-. |
| 4.1 -Table 1-Pin- i (Ref. Cl 5.1, Table 1 Designation 64430 of IS 733 : 1983)(Chemical composition - Titanium and or other grain refining elements - IS 504) |
- |
0 |
|
Chemical composition testing for Flap and Pin Material is 4000/-. |
| 4.1 -Table 1-Pin- i (Ref. Cl 5.1, Table 1 Designation 64430 of IS 733 : 1983)(Chemical composition - Chromium - IS 504) |
- |
0 |
|
Chemical composition testing for Flap and Pin Material is 4000/-. |
| 4.1 -Table 1-Pin- ii (Ref. Cl 6.1, Table 1 of IS 7608 : 1987)(Chemical composition - Tin - IS 4027:1967) |
- |
0 |
|
Chemical composition testing for Flap and Pin Material is 4000/-. |
| 4.1 -Table 1-Pin- ii (Ref. Cl 6.1, Table 1 of IS 7608 : 1987)(Chemical composition - Phosphorous - IS 4027:1967) |
- |
0 |
|
Chemical composition testing for Flap and Pin Material is 4000/-. |
| 4.1 -Table 1-Pin- ii (Ref. Cl 6.1, Table 1 of IS 7608 : 1987)(Chemical composition - Lead - IS 4027:1967) |
- |
0 |
|
Chemical composition testing for Flap and Pin Material is 4000/-. |
| 4.1 -Table 1-Pin- ii (Ref. Cl 6.1, Table 1 of IS 7608 : 1987)(Chemical composition - Total impurities - IS 4027:1967) |
- |
0 |
|
Chemical composition testing for Flap and Pin Material is 4000/-. |
| 4.1 -Table 1-Pin- ii (Ref. Cl 6.1, Table 1 of IS 7608 : 1987)(Chemical composition - Copper - IS 4027:1967) |
- |
0 |
|
Chemical composition testing for Flap and Pin Material is 4000/-. |
| 4.1 -Table 1-Pin- iii (Ref. Cl 6 of IS 280:1978- Cross ref. Cl. 6.1 -Table 1 of IS 7887 : 1992)(Chemical composition - Carbon - IS 228) |
- |
0 |
|
Chemical composition testing for Flap and Pin Material is 4000/-. |
| 4.1 -Table 1-Pin- iii (Ref. Cl 6 of IS 280:1978- Cross ref. Cl. 6.1 -Table 1 of IS 7887 : 1992)(Chemical composition - Manganese - IS 228) |
- |
0 |
|
Chemical composition testing for Flap and Pin Material is 4000/-. |
| 4.1 -Table 1-Pin- iii (Ref. Cl 6 of IS 280:1978- Cross ref. Cl. 6.1 -Table 1 of IS 7887 : 1992)(Chemical composition - Sulphur - IS 228) |
- |
0 |
|
Chemical composition testing for Flap and Pin Material is 4000/-. |
| 4.1 -Table 1-Pin- iii (Ref. Cl 6 of IS 280:1978- Cross ref. Cl. 6.1 -Table 1 of IS 7887 : 1992)(Chemical composition - Phosphorous - IS 228) |
- |
0 |
|
Chemical composition testing for Flap and Pin Material is 4000/-. |
| 4.1 -Table 1-Pin- iii (Ref. Cl 6 of IS 280:1978- Cross ref. Cl. 6.1 -Table 1 Note 2 of IS 7887 : 1992)(Chemical composition - Silicon - IS 228 (optional)) |
- |
0 |
|
Chemical composition testing for Flap and Pin Material is 4000/-. |
| 4.1 -Table 1-Pin- iii (Ref. Cl 6 of IS 280:1978- Cross ref. Cl. 6.1 -Table 1 Note 2 of IS 7887 : 1992)(Chemical composition - Tota Aluminium - IS 228 (optional)) |
- |
0 |
|
Chemical composition testing for Flap and Pin Material is 4000/-. |
| 4.1 -Table 1-Pin- iv (Ref. Cl 4.1 -Table 1 of IS 4413 : 1981)(Chemical composition - Copper - IS 3685:1966) |
- |
0 |
|
Chemical composition testing for Flap and Pin Material is 4000/-. |
| 4.1 -Table 1-Pin- iv (Ref. Cl 4.1 -Table 1 of IS 4413 : 1981)(Chemical composition - Lead - IS 3685:1966) |
- |
0 |
|
Chemical composition testing for Flap and Pin Material is 4000/-. |
| 4.1 -Table 1-Pin- iv (Ref. Cl 4.1 -Table 1 of IS 4413 : 1981)(Chemical composition - Iron - IS 3685:1966) |
- |
0 |
|
Chemical composition testing for Flap and Pin Material is 4000/-. |
| 4.1 -Table 1-Pin- iv (Ref. Cl 4.1 -Table 1 of IS 4413 : 1981)(Chemical composition - Total impurities - IS 3685:1966) |
- |
0 |
|
Chemical composition testing for Flap and Pin Material is 4000/-. |
| 4.1 -Table 1-Pin- iv (Ref. Cl 4.1 -Table 1 of IS 4413 : 1981)(Chemical composition - Zinc - IS 3685:1966) |
- |
0 |
|
Chemical composition testing for Flap and Pin Material is 4000/-. |
| 4.1 -Table 1-Pin- v (Ref. Cl 7.1 -Table 1 of IS 6528 : 1995)(Chemical composition - Carbon - IS 228) |
- |
0 |
|
Chemical composition testing for Flap and Pin Material is 4000/-. |
| 4.1 -Table 1-Pin- v (Ref. Cl 7.1 -Table 1 of IS 6528 : 1995)(Chemical composition - Silicon - IS 228) |
- |
0 |
|
Chemical composition testing for Flap and Pin Material is 4000/-. |
| 4.1 -Table 1-Pin- v (Ref. Cl 7.1 -Table 1 of IS 6528 : 1995)(Chemical composition - Manganese - IS 228) |
- |
0 |
|
Chemical composition testing for Flap and Pin Material is 4000/-. |
| 4.1 -Table 1-Pin- v (Ref. Cl 7.1 -Table 1 of IS 6528 : 1995)(Chemical composition - Nickel - IS 228) |
- |
0 |
|
Chemical composition testing for Flap and Pin Material is 4000/-. |
| 4.1 -Table 1-Pin- v (Ref. Cl 7.1 -Table 1 of IS 6528 : 1995)(Chemical composition - Chromium - IS 228) |
- |
0 |
|
Chemical composition testing for Flap and Pin Material is 4000/-. |
| 4.1 -Table 1-Pin- v (Ref. Cl 7.1 -Table 1 of IS 6528 : 1995)(Chemical composition - Molybdenum - IS 228) |
- |
0 |
|
Chemical composition testing for Flap and Pin Material is 4000/-. |
| 4.1 -Table 1-Pin- v (Ref. Cl 7.1 -Table 1 of IS 6528 : 1995)(Chemical composition - Sulphur - IS 228) |
- |
0 |
|
Chemical composition testing for Flap and Pin Material is 4000/-. |
| 4.1 -Table 1-Pin- v (Ref. Cl 7.1 -Table 1 of IS 6528 : 1995)(Chemical composition - Phosphorous - IS 228) |
- |
0 |
|
Chemical composition testing for Flap and Pin Material is 4000/-. |
| 3(TYPES) |
- |
200 |
|
- |
| 5.1- Table 2,3,4,5 & Fig-1 & 2(Dimensions- Type of Hinge 1.Length 2.Breadth 3.Butt Dia 4.Pin Dia 5.Thickness of Flap) |
- |
800 |
|
- |
| 5.1- Table 2,3,4,5 & Fig-1 & 2(Dimensions- 1. Holes for Screw Desination 2. No. of screw Holes) |
- |
200 |
|
- |
| 5.2 ,Table 6(Tolerances-Tolerances on dimensions of hinges ) |
- |
300 |
|
- |
| 6.1(Manufacture- General) |
- |
200 |
|
- |
| 6.2- Table 2,3,4,5 (Kunckles) |
- |
300 |
|
- |
| 6.3(Screw Holes) |
- |
250 |
|
- |
| 6.3.1- Table 2,3,4,5 & Fig-1 & 2(Screw Holes) |
- |
250 |
|
- |
| 6.3.2- Table 2,3,4,5 (Number of Holes) |
- |
250 |
|
- |
| 6.3.3 Fig-1(Position of Holes) |
- |
250 |
|
- |
| 8.1(Packing - Each hinge shall be packed in card board boxes or in any other approved packing. The number of hinges in a package shall be as under) |
- |
250 |
|
- |
| 8.2(Packing -Each Package shall bear the following Particulars) |
- |
250 |
|
- |
| 7(Workmanship & Finish) |
- |
800 |
|
- |
| 10(Marking) |
- |
200 |
|
- |
|
- |
- Included w.e.f 10.07.2025 |
| 141 |
IS 17373 (2020) |
Geosynthetics – Geogrids used in reinforced soil retaining structures – Specification |
All type(Ultimate tensile strength upto 600 kN) |
240000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 1("Ultimate tensile strength- (MD/CD)
IS- 16635
60/20
80/30
100/30
120/30
150/30
180/30
200/30
250/30
300/30
350/30
400/30") |
- |
4000 |
|
- |
| 1("Elongation at designated load- IS 16635
MD
CD") |
- |
1000 |
|
- |
| 1("UV resistance, strength retained after
500 h exposure- IS 13162 (part-2)") |
- |
60000 |
|
- |
| 1(Chemical resistance, strength retained after 72 h immersion- IS 17363) |
- |
30000 |
|
- |
| 1(Width) |
- |
500 |
|
- |
| 1(Roll Length) |
- |
500 |
|
- |
| 2("Ultimate tensile strength - IS 16635
MD/CD
30/5
40/5
50/5
60/5
70/5
80/5
90/5
100/5
120/5
120/5
150/5
175/5
200/5") |
- |
0 |
|
Ultimate tensile test price is 4000/-. |
| 2("Elongation at designated load - IS 16635
MD and CD") |
- |
0 |
|
Elongation test price is 1000/-. |
| 2("UV resistance, strength retained after
500 h exposure- IS 13162 (part-2)") |
- |
0 |
|
UV resistance test price is 60,000/-. |
| 2(Chemical resistance, strength retained after 72 h immersion- IS 17363) |
- |
0 |
|
Chemical resistance price is 30,000/-. |
| 2(Width) |
- |
0 |
|
Test price for width measurement is 500/-. |
| 2(Roll Length) |
- |
0 |
|
Test price for roll length measurement is 500/-. |
| 3("Ultimate tensile strength - IS 16635
MD/CD
50
100
150
200
250
300
350
400
500
600
700
800
900
1000
1100
1200
1300") |
- |
0 |
|
Ultimate tensile test price is 4000/-. |
| 3("Elongation at designated load - IS 16635
MD and CD") |
- |
0 |
|
Elongation test price is 1000/-. |
| 3("UV resistance, strength retained after
500 h exposure- IS 13162 (part-2)") |
- |
0 |
|
UV resistance test price is 60,000/-. |
| 3(Chemical resistance, strength retained after 72 h immersion- IS 17363) |
- |
0 |
|
Chemical resistance price is 30,000/-. |
| 3(Width) |
- |
0 |
|
Test price for width measurement is 500/-. |
| 3(Roll Length) |
- |
0 |
|
Test price for roll length measurement is 500/-. |
| Clause 6.2, Table 1, 2 and 3, SI. No. (i)(Ultimate Tensile Strength,) |
- |
0 |
|
Ultimate tensile test price is 4000/-. |
| Clause 6.2, Table 1, 2 and 3, SI. No. (ii)(Elongation at Designated Load) |
- |
0 |
|
Elongation test price is 1000/-. |
| Clause 6.2, Table 1, 2 and 3, SI. No. (iii)(UV resistance, strength retained after 500 h exposure) |
- |
0 |
|
UV resistance test price is 60,000/-. |
| Clause 6.2, Table 1, 2 and 3, SI. No. (iv)(Chemical resistance, strength retained after 72 h immersion) |
- |
0 |
|
Chemical resistance price is 30,000/-. |
| Clause 6.2, Table 1, 2 and 3, SI. No. (v)(Width) |
- |
0 |
|
Test price for width measurement is 500/-. |
| Clause 6.2, Table 1, 2 and 3, SI. No. (vi)(Roll length) |
- |
0 |
|
Test price for roll length measurement is 500/-. |
| Clause No. 8(Thickness) |
- |
500 |
|
- |
| Clause No. 9.1(Geostrip identification) |
- |
3000 |
|
- |
| CL 3.2(Aperature Size) |
- |
500 |
|
- |
| 6.2 Table 1("Chemical resistance, strength retained
after 72 h immersion (percent)") |
- |
0 |
|
Chemical resistance price is 30,000/-. |
| CL 6.3.3(Resistance to hydrolysis) |
- |
10000 |
|
- |
| 6.2 Table 1(UV resistance strength retained after 500h exposure (Percent)) |
- |
0 |
|
UV resistance test price is 60,000/-. |
| CL 6.3.2(Resistance to oxidation) |
- |
20000 |
|
- |
| CL 6.3.3(Resistance to Creep) |
- |
10000 |
|
- |
| CL 5.1(Carbon black content) |
- |
3000 |
|
- |
| CL 5.2(Number Average Molecular weight) |
- |
5000 |
|
- |
| CL 5.2(CEG content) |
- |
5000 |
|
- |
| 6.2 Table 1(Ultimate Tensile Strength kN/m (MD)) |
- |
0 |
|
Ultimate tensile test price is 4000/-. |
| 6.2 Table 1(Ultimate Tensile Strength kN/m (CD)) |
- |
0 |
|
Ultimate tensile test price is 4000/-. |
| 6.2 Table 1(Elongation at designated load (Percentage)) |
- |
0 |
|
Elongation test price is 1000/-. |
| 6.2 Table 1(Elongation at designated load (Percentage)) |
- |
0 |
|
Elongation test price is 1000/-. |
| 6.2 Table 1(Width (m)) |
- |
0 |
|
Test price for width measurement is 500/-. |
| 6.2 Table 1(Roll length (m)) |
- |
0 |
|
Test price for roll length measurement is 500/-. |
| CL 5.1(Identification of material) |
- |
5000 |
|
- |
| CL 6.1(Geogrid should be Dimensionally stable) |
- |
1000 |
|
- |
| 4(TYPES OF GEOGRIDS - a) Type 1 b) Type 2 c) Type 3) |
- |
500 |
|
- |
| 5.1("MATERIALS - Geogrid materials shall be inert to all chemicals
naturally found in commonly encountered soils
not containing adverse solvents and at ambient
temperatures") |
- |
5000 |
|
- |
| 5.2("MATERIALS - PET geogrips shall have average
molecular weight more than or equal to 25000 g/mol and shall have carboxyl end group content less than 30 mmol/kg") |
- |
5000 |
|
- |
| 6.1(REQUIREMENTS FOR GEOGRIDS - Geogrids shall be dimensionally stable and able to retain their geometry under manufacture,transport, and installation) |
- |
1000 |
|
- |
| 6.2-Table 1- i)(Requirements of Geogrids - Ultimate tensile strength) |
- |
0 |
|
Ultimate tensile test price is 4000/-. |
| 6.2 - Table 1- ii)(Requirements of Geogrids - Elongation at designated load) |
- |
0 |
|
Elongation test price is 1000/-. |
| 6.2 - Table 1- iii)(Requirements of Geogrids - UV resistance, strength retained after 500 h exposure) |
- |
0 |
|
UV resistance test price is 60,000/-. |
| 6.2 - Table 1- iv)(Requirements of Geogrids - Chemical resistance, strength retained after 72 h immersion) |
- |
0 |
|
Chemical resistance price is 30,000/-. |
| 6.2 - Table 1- v)(Requirements of Geogrids - Width) |
- |
0 |
|
Test price for width measurement is 500/-. |
| 6.2 - Table 1- vi)(Requirements of Geogrids - Length) |
- |
0 |
|
Test price for roll length measurement is 500/-. |
| 6.2 - Table 1- i)(Requirements of Geogrids - Ultimate tensile strength) |
- |
0 |
|
Ultimate tensile test price is 4000/-. |
| 6.2-Table 2- ii)(Requirements of Geogrids - Elongation at designated load) |
- |
0 |
|
Elongation test price is 1000/-. |
| 6.2 - Table 2- iii)(Requirements of Geogrids - UV resistance, strength retained after 500 h exposure) |
- |
0 |
|
UV resistance test price is 60,000/-. |
| 6.2 - Table 2- iv)(Requirements of Geogrids - Chemical resistance, strength retained after 72 h immersion) |
- |
0 |
|
Chemical resistance price is 30,000/-. |
| 6.2 - Table 2- v)(Requirements of Geogrids - Width) |
- |
0 |
|
Test price for width measurement is 500/-. |
| 6.2 - Table 2- vi)(Requirements of Geogrids - Length) |
- |
0 |
|
Test price for roll length measurement is 500/-. |
| 6.3.2(Reduction factor for durability is dependent on susceptibility of geogrid to attach by chemicals, thermal oxidation, hydrolysis, environmental stress cracking and micro-organisms) |
- |
0 |
|
Test price for cl. 6.3.2 is 20000/-. |
| 6.3.3(Reduction factor for creep shall be based on creep tests) |
- |
0 |
|
Test price for cl. 6.3.3 is 10000/-. |
| 7(MARKING AND LABELLING) |
- |
500 |
|
- |
| 8(PACKING) |
- |
500 |
|
- |
| 1("Ultimate tensile strength- (MD/CD)
IS- 16635
60/20
80/30
100/30
120/30
150/30
180/30
200/30
250/30
300/30
350/30
400/30") |
- |
0 |
|
- |
| 1("Elongation at designated load- IS 16635
MD
CD") |
- |
0 |
|
- |
| 1("UV resistance, strength retained after
500 h exposure- IS 13162 (part-2)") |
- |
0 |
|
- |
| 1(Chemical resistance, strength retained after 72 h immersion- IS 17363) |
- |
0 |
|
- |
| 1(Width) |
- |
0 |
|
- |
| 1(Roll Length) |
- |
0 |
|
- |
| 2("Ultimate tensile strength - IS 16635
MD/CD
30/5
40/5
50/5
60/5
70/5
80/5
90/5
100/5
120/5
120/5
150/5
175/5
200/5") |
- |
0 |
|
- |
| 2("Elongation at designated load - IS 16635
MD and CD") |
- |
0 |
|
- |
| 2("UV resistance, strength retained after
500 h exposure- IS 13162 (part-2)") |
- |
0 |
|
- |
| 2(Chemical resistance, strength retained after 72 h immersion- IS 17363) |
- |
0 |
|
- |
| 2(Width) |
- |
0 |
|
- |
| 2(Roll Length) |
- |
0 |
|
- |
| 3("Ultimate tensile strength - IS 16635
MD/CD
50
100
150
200
250
300
350
400
500
600
700
800
900
1000
1100
1200
1300") |
- |
0 |
|
- |
| 3("Elongation at designated load - IS 16635
MD and CD") |
- |
0 |
|
- |
| 3("UV resistance, strength retained after
500 h exposure- IS 13162 (part-2)") |
- |
0 |
|
- |
| 3(Chemical resistance, strength retained after 72 h immersion- IS 17363) |
- |
0 |
|
- |
| 3(Width) |
- |
0 |
|
- |
| 3(Roll Length) |
- |
0 |
|
- |
| Clause 6.2, Table 1, 2 and 3, SI. No. (i)(Ultimate Tensile Strength,) |
- |
0 |
|
- |
| Clause 6.2, Table 1, 2 and 3, SI. No. (ii)(Elongation at Designated Load) |
- |
0 |
|
- |
| Clause 6.2, Table 1, 2 and 3, SI. No. (iii)(UV resistance, strength retained after 500 h exposure) |
- |
0 |
|
- |
| Clause 6.2, Table 1, 2 and 3, SI. No. (iv)(Chemical resistance, strength retained after 72 h immersion) |
- |
0 |
|
- |
| Clause 6.2, Table 1, 2 and 3, SI. No. (v)(Width) |
- |
0 |
|
- |
| Clause 6.2, Table 1, 2 and 3, SI. No. (vi)(Roll length) |
- |
0 |
|
- |
| Clause No. 8(Thickness) |
- |
0 |
|
- |
| Clause No. 9.1(Geostrip identification) |
- |
0 |
|
- |
| CL 3.2(Aperature Size) |
- |
0 |
|
- |
| 6.2 Table 1("Chemical resistance, strength retained
after 72 h immersion (percent)") |
- |
0 |
|
- |
| CL 6.3.3(Resistance to hydrolysis) |
- |
0 |
|
- |
| 6.2 Table 1(UV resistance strength retained after 500h exposure (Percent)) |
- |
0 |
|
- |
| CL 6.3.2(Resistance to oxidation) |
- |
0 |
|
- |
| CL 6.3.3(Resistance to Creep) |
- |
0 |
|
- |
| CL 5.1(Carbon black content) |
- |
0 |
|
- |
| CL 5.2(Number Average Molecular weight) |
- |
0 |
|
- |
| CL 5.2(CEG content) |
- |
0 |
|
- |
| 6.2 Table 1(Ultimate Tensile Strength kN/m (MD)) |
- |
0 |
|
- |
| 6.2 Table 1(Ultimate Tensile Strength kN/m (CD)) |
- |
0 |
|
- |
| 6.2 Table 1(Elongation at designated load (Percentage)) |
- |
0 |
|
- |
| 6.2 Table 1(Elongation at designated load (Percentage)) |
- |
0 |
|
- |
| 6.2 Table 1(Width (m)) |
- |
0 |
|
- |
| 6.2 Table 1(Roll length (m)) |
- |
0 |
|
- |
| CL 5.1(Identification of material) |
- |
0 |
|
- |
| CL 6.1(Geogrid should be Dimensionally stable) |
- |
0 |
|
- |
| 4(TYPES OF GEOGRIDS - a) Type 1 b) Type 2 c) Type 3) |
- |
0 |
|
- |
| 5.1("MATERIALS - Geogrid materials shall be inert to all chemicals
naturally found in commonly encountered soils
not containing adverse solvents and at ambient
temperatures") |
- |
0 |
|
- |
| 5.2("MATERIALS - PET geogrips shall have average
molecular weight more than or equal to 25000 g/mol and shall have carboxyl end group content less than 30 mmol/kg") |
- |
0 |
|
- |
| 6.1(REQUIREMENTS FOR GEOGRIDS - Geogrids shall be dimensionally stable and able to retain their geometry under manufacture,transport, and installation) |
- |
0 |
|
- |
| 6.2-Table 1- i)(Requirements of Geogrids - Ultimate tensile strength) |
- |
0 |
|
- |
| 6.2 - Table 1- ii)(Requirements of Geogrids - Elongation at designated load) |
- |
0 |
|
- |
| 6.2 - Table 1- iii)(Requirements of Geogrids - UV resistance, strength retained after 500 h exposure) |
- |
0 |
|
- |
| 6.2 - Table 1- iv)(Requirements of Geogrids - Chemical resistance, strength retained after 72 h immersion) |
- |
0 |
|
- |
| 6.2 - Table 1- v)(Requirements of Geogrids - Width) |
- |
0 |
|
- |
| 6.2 - Table 1- vi)(Requirements of Geogrids - Length) |
- |
0 |
|
- |
| 6.2 - Table 1- i)(Requirements of Geogrids - Ultimate tensile strength) |
- |
0 |
|
- |
| 6.2-Table 2- ii)(Requirements of Geogrids - Elongation at designated load) |
- |
0 |
|
- |
| 6.2 - Table 2- iii)(Requirements of Geogrids - UV resistance, strength retained after 500 h exposure) |
- |
0 |
|
- |
| 6.2 - Table 2- iv)(Requirements of Geogrids - Chemical resistance, strength retained after 72 h immersion) |
- |
0 |
|
- |
| 6.2 - Table 2- v)(Requirements of Geogrids - Width) |
- |
0 |
|
- |
| 6.2 - Table 2- vi)(Requirements of Geogrids - Length) |
- |
0 |
|
- |
| 6.3.2(Reduction factor for durability is dependent on susceptibility of geogrid to attach by chemicals, thermal oxidation, hydrolysis, environmental stress cracking and micro-organisms) |
- |
0 |
|
- |
| 6.3.3(Reduction factor for creep shall be based on creep tests) |
- |
0 |
|
- |
| 7(MARKING AND LABELLING) |
- |
0 |
|
- |
| 8(PACKING) |
- |
0 |
|
- |
|
- |
- Included w.e.f.19.05.2025
Exclusion
CL 6.3.2 (Installation damage)
CL 6.3.2 (Resistance to Micro organisms)
6.3.1 (Reduction factor for installation damage shall be determined based on actual installation damage test) |
| 142 |
IS 16090 (2013) |
Geo-synthetics – Geo-textiles used as protection (or cushioning) materials – Specification |
All type |
150000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 4.4, Table 1, (i)(Mass per unit area, g/m2) |
- |
1000 |
|
- |
| 4.4, Table 1, (ii)(Tensile strength, kN/m) |
- |
5000 |
|
- |
| 4.4, Table 1, (iii)(Trapezoidal tear strength, kN) |
- |
5000 |
|
- |
| 4.5, Table 1, (iv)(CBR puncture resistance, kN) |
- |
5000 |
|
- |
| 4.6, Table 1, (v)(Maximum UV resistance (after 500 h exposure), percent) |
- |
120000 |
|
- |
| 6.2(Sampling) |
- |
1000 |
|
- |
| 7(Packing) |
- |
1000 |
|
- |
| 9.1(Identification) |
- |
6000 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class I(Mass per unit area, g/m2) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class I(Tensile strength, kN/m) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class I(Trapezoidal tear strength, kN) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class I(CBR puncture resistance, kN) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class I(Maximum UV resistance (after 500 h exposure), percent) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class II(Mass per unit area, g/m2) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class II(Tensile strength, kN/m) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class II(Trapezoidal tear strength, kN) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class II(Trapezoidal tear strength, kN) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class II(CBR puncture resistance, kN) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class II(Maximum UV resistance (after 500 h exposure), percent) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class III(Mass per unit area, g/m2) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class III(Tensile strength, kN/m) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class III(Trapezoidal tear strength, kN) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class III(CBR puncture resistance, kN) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class III(Maximum UV resistance (after 500 h exposure), percent) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class IV(Mass per unit area, g/m2) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class IV(Tensile strength, kN/m) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class IV(Trapezoidal tear strength, kN) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class IV(CBR puncture resistance, kN) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class IV(Maximum UV resistance (after 500 h exposure), percent) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class V(Mass per unit area, g/m2) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class V(Tensile strength, kN/m) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class V(Trapezoidal tear strength, kN) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class V(CBR puncture resistance, kN) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class V(Maximum UV resistance (after 500 h exposure), percent) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class VI(Mass per unit area, g/m2) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class VI(Tensile strength, kN/m) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class VI(Trapezoidal tear strength, kN) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class VI(CBR puncture resistance, kN) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class VI(Maximum UV resistance (after 500 h exposure), percent) |
- |
0 |
|
- |
| 4.3(Carbon black content and carbon black dispersion test) |
- |
5000 |
|
- |
| 4.4, Table 1, (i)(Mass per unit area, g/m2) |
- |
0 |
|
- |
| 4.4, Table 1, (ii)(Tensile strength, kN/m) |
- |
0 |
|
- |
| 4.4, Table 1, (iii)(Trapezoidal tear strength, kN) |
- |
0 |
|
- |
| 4.5, Table 1, (iv)(CBR puncture resistance, kN) |
- |
0 |
|
- |
| 4.6, Table 1, (v)(Maximum UV resistance (after 500 h exposure), percent) |
- |
0 |
|
- |
| 6.2(Sampling) |
- |
0 |
|
- |
| 7(Packing) |
- |
0 |
|
- |
| 9.1(Identification) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class I(Mass per unit area, g/m2) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class I(Tensile strength, kN/m) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class I(Trapezoidal tear strength, kN) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class I(CBR puncture resistance, kN) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class I(Maximum UV resistance (after 500 h exposure), percent) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class II(Mass per unit area, g/m2) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class II(Tensile strength, kN/m) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class II(Trapezoidal tear strength, kN) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class II(Trapezoidal tear strength, kN) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class II(CBR puncture resistance, kN) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class II(Maximum UV resistance (after 500 h exposure), percent) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class III(Mass per unit area, g/m2) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class III(Tensile strength, kN/m) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class III(Trapezoidal tear strength, kN) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class III(CBR puncture resistance, kN) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class III(Maximum UV resistance (after 500 h exposure), percent) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class IV(Mass per unit area, g/m2) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class IV(Tensile strength, kN/m) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class IV(Trapezoidal tear strength, kN) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class IV(CBR puncture resistance, kN) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class IV(Maximum UV resistance (after 500 h exposure), percent) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class V(Mass per unit area, g/m2) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class V(Tensile strength, kN/m) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class V(Trapezoidal tear strength, kN) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class V(CBR puncture resistance, kN) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class V(Maximum UV resistance (after 500 h exposure), percent) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class VI(Mass per unit area, g/m2) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class VI(Tensile strength, kN/m) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class VI(Trapezoidal tear strength, kN) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class VI(CBR puncture resistance, kN) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class VI(Maximum UV resistance (after 500 h exposure), percent) |
- |
0 |
|
- |
| 4.3(Carbon black content and carbon black dispersion test) |
- |
0 |
|
- |
| 4.4, Table 1, (i)(Mass per unit area, g/m2) |
- |
0 |
|
- |
| 4.4, Table 1, (ii)(Tensile strength, kN/m) |
- |
0 |
|
- |
| 4.4, Table 1, (iii)(Trapezoidal tear strength, kN) |
- |
0 |
|
- |
| 4.5, Table 1, (iv)(CBR puncture resistance, kN) |
- |
0 |
|
- |
| 4.6, Table 1, (v)(Maximum UV resistance (after 500 h exposure), percent) |
- |
0 |
|
- |
| 6.2(Sampling) |
- |
0 |
|
- |
| 7(Packing) |
- |
0 |
|
- |
| 9.1(Identification) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class I(Mass per unit area, g/m2) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class I(Tensile strength, kN/m) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class I(Trapezoidal tear strength, kN) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class I(CBR puncture resistance, kN) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class I(Maximum UV resistance (after 500 h exposure), percent) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class II(Mass per unit area, g/m2) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class II(Tensile strength, kN/m) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class II(Trapezoidal tear strength, kN) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class II(Trapezoidal tear strength, kN) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class II(CBR puncture resistance, kN) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class II(Maximum UV resistance (after 500 h exposure), percent) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class III(Mass per unit area, g/m2) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class III(Tensile strength, kN/m) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class III(Trapezoidal tear strength, kN) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class III(CBR puncture resistance, kN) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class III(Maximum UV resistance (after 500 h exposure), percent) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class IV(Mass per unit area, g/m2) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class IV(Tensile strength, kN/m) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class IV(Trapezoidal tear strength, kN) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class IV(CBR puncture resistance, kN) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class IV(Maximum UV resistance (after 500 h exposure), percent) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class V(Mass per unit area, g/m2) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class V(Tensile strength, kN/m) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class V(Trapezoidal tear strength, kN) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class V(CBR puncture resistance, kN) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class V(Maximum UV resistance (after 500 h exposure), percent) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class VI(Mass per unit area, g/m2) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class VI(Tensile strength, kN/m) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class VI(Trapezoidal tear strength, kN) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class VI(CBR puncture resistance, kN) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class VI(Maximum UV resistance (after 500 h exposure), percent) |
- |
0 |
|
- |
| 4.3(Carbon black content and carbon black dispersion test) |
- |
0 |
|
- |
| 4.4, Table 1, (i)(Mass per unit area, g/m2) |
- |
0 |
|
- |
| 4.4, Table 1, (ii)(Tensile strength, kN/m) |
- |
0 |
|
- |
| 4.4, Table 1, (iii)(Trapezoidal tear strength, kN) |
- |
0 |
|
- |
| 4.5, Table 1, (iv)(CBR puncture resistance, kN) |
- |
0 |
|
- |
| 4.6, Table 1, (v)(Maximum UV resistance (after 500 h exposure), percent) |
- |
0 |
|
- |
| 6.2(Sampling) |
- |
0 |
|
- |
| 7(Packing) |
- |
0 |
|
- |
| 9.1(Identification) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class I(Mass per unit area, g/m2) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class I(Tensile strength, kN/m) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class I(Trapezoidal tear strength, kN) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class I(CBR puncture resistance, kN) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class I(Maximum UV resistance (after 500 h exposure), percent) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class II(Mass per unit area, g/m2) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class II(Tensile strength, kN/m) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class II(Trapezoidal tear strength, kN) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class II(Trapezoidal tear strength, kN) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class II(CBR puncture resistance, kN) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class II(Maximum UV resistance (after 500 h exposure), percent) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class III(Mass per unit area, g/m2) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class III(Tensile strength, kN/m) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class III(Trapezoidal tear strength, kN) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class III(CBR puncture resistance, kN) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class III(Maximum UV resistance (after 500 h exposure), percent) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class IV(Mass per unit area, g/m2) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class IV(Tensile strength, kN/m) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class IV(Trapezoidal tear strength, kN) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class IV(CBR puncture resistance, kN) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class IV(Maximum UV resistance (after 500 h exposure), percent) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class V(Mass per unit area, g/m2) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class V(Tensile strength, kN/m) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class V(Trapezoidal tear strength, kN) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class V(CBR puncture resistance, kN) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class V(Maximum UV resistance (after 500 h exposure), percent) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class VI(Mass per unit area, g/m2) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class VI(Tensile strength, kN/m) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class VI(Trapezoidal tear strength, kN) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class VI(CBR puncture resistance, kN) |
- |
0 |
|
- |
| Table 1, Clauses 4.4, 4.5, 4.6 and 6.4, Class VI(Maximum UV resistance (after 500 h exposure), percent) |
- |
0 |
|
- |
| 4.3(Carbon black content and carbon black dispersion test) |
- |
0 |
|
- |
|
- |
- Included w.e.f 02.06.2025 |
| 143 |
IS 16352 (2020) |
Geosynthetics – High density polyethylene (HDPE) geomembranes for lining – Specification (first revision) |
All Type |
110000 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) |
- |
1500 |
|
- |
| 5,3.1,
Table 2,xi)
Type I / II / III / IV / V /
VI
IS 2530(Carbon black content) |
- |
1500 |
|
- |
| 5,3.1,
Table2,iii)
Type I / II / III / IV / V /
VI
Annex K(Lowest individual of 10 thickness value) |
- |
500 |
|
- |
| 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) |
- |
500 |
|
- |
| 5,3.1,
Table2,iv)
Type I / II / III / IV / V /
VI
Annex L(Average asperity height) |
- |
1000 |
|
- |
| 5,3.1,
Table 2,v) d)
Type I / II / III / IV / V /
VI
Annex B(Tensile properties:
Breaking elongation) |
- |
1500 |
|
- |
| 5,3.1,
Table1,xv)
Type I / II / III / IV / V /
VI / VII
Annex J(Stress crack resistance) |
- |
12500 |
|
- |
| 5,3.1,
Table 2,xvi)
Type I / II / III / IV / V /
VI
Annex J(Stress crack resistance) |
- |
12500 |
|
- |
| 5,3.1,
Table1,iv) d)
Type I / II / III / IV / V /
VI / VII
Annex B(Tensile properties:
Breaking elongation) |
- |
1000 |
|
- |
| 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) |
- |
6500 |
|
- |
| 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) |
- |
6500 |
|
- |
| 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) |
- |
22500 |
|
- |
| 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) |
- |
22500 |
|
- |
| 3, 3.1(MATERIAL AND MANUFACTURE) |
- |
250 |
|
- |
| 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. ) |
- |
250 |
|
- |
| 4, 4.1(VARIETY AND TYPES :
Based on the finish, HDPE geomembrane shall be
of following varieties) |
- |
500 |
|
- |
| 4.2,4.2.1(Based on the thickness of HDPE geomembrane, the material shall be classified as under) |
- |
500 |
|
- |
| 4.2,4.2.2(Based on the thickness of HDPE geomembrane, the material shall be classified as under) |
- |
500 |
|
- |
| 5(REQUIREMENTS) |
- |
250 |
|
- |
| 5,3.1,
Table 1(Requirements of Smooth HDPE Geomembrane) |
- |
250 |
|
- |
| 5,3.1,
Table1,i) a)
Type I / II / III / IV / V /
VI / VII
IS 7016 (Part 1)(Length) |
- |
500 |
|
- |
| 5,3.1,
Table1,i) b)
Type I / II / III / IV / V /
VI / VII
IS 7016 (Part 1)(width) |
- |
500 |
|
- |
| 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) |
- |
500 |
|
- |
| 5,3.1,
Table1,iv) a)
Type I / II / III / IV / V /
VI / VII
Annex B(Tensile properties:
Yield strength,) |
- |
1500 |
|
- |
| 5,3.1,
Table1,iv) b)
Type I / II / III / IV / V /
VI / VII
Annex B(Tensile properties:
Breaking strength,) |
- |
1500 |
|
- |
| 5,3.1,
Table1,iv) c)
Type I / II / III / IV / V /
VI / VII
Annex B(Tensile properties:
Yield elongation) |
- |
1000 |
|
- |
| 5,3.1,
Table1,v)
Type I / II / III / IV / V /
VI / VII
Annex C(Tear resistance) |
- |
2500 |
|
- |
| 5,3.1,
Table1,vi)
Type I / II / III / IV / V /
VI / VII
Annex D(Puncture resistanc) |
- |
4500 |
|
- |
| 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) |
- |
5000 |
|
- |
| 5,3.1,
Table1,viii)
Type I / II / III / IV / V /
VI / VII
Annex F(Hydrostatic resistance) |
- |
8000 |
|
- |
| 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) |
- |
3500 |
|
- |
| 5,3.1,
Table1,xi)
Type I / II / III / IV / V /
VI / VII
IS 2530(Carbon black dispersion) |
- |
1200 |
|
- |
| 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) |
- |
25000 |
|
- |
| 5,3.1,
Table 2(Requirements of Textured (Single or Double Sided) HDPE Geomembrane) |
- |
250 |
|
- |
| 5,3.1,
Table2,i) a)
Type I / II / III / IV / V /
VI
IS 7016 (Part 1)(Length) |
- |
500 |
|
- |
| 5,3.1,
Table 2,i) b)
Type I / II / III / IV / V /
VI
IS 7016 (Part 1)(width) |
- |
500 |
|
- |
| 5,3.1,
Table2,ii)
Type I / II / III / IV / V /
VI
Annex K(Average core thickness) |
- |
500 |
|
- |
| 5,3.1,
Table 2,v) a)
Type I / II / III / IV / V /
VI
Annex B(Tensile properties:
Yield strength,) |
- |
1000 |
|
- |
| 5,3.1,
Table 2,v) b)
Type I / II / III / IV / V /
VI
Annex B(Tensile properties:
Breaking strength,) |
- |
1500 |
|
- |
| 5,3.1,
Table 2,v) c)
Type I / II / III / IV / V /
VI
Annex B(Tensile properties:
Yield elongation) |
- |
1000 |
|
- |
| 5,3.1,
Table 2,vi) a)
Type I / II / III / IV / V /
VI
Annex C(Tear resistance) |
- |
2500 |
|
- |
| 5,3.1,
Table 2,vii)
Type I / II / III / IV / V /
VI
Annex D(Puncture resistanc) |
- |
4500 |
|
- |
| 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) |
- |
5000 |
|
- |
| 5,3.1,
Table 2,iX)
Type I / II / III / IV / V /
VI
Annex F(Hydrostatic resistance) |
- |
8000 |
|
- |
| 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) |
- |
3500 |
|
- |
| 5,3.1,
Table 2,xii)
Type I / II / III / IV / V /
VI
IS 2530(Carbon black dispersion) |
- |
1500 |
|
- |
| 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) |
- |
25000 |
|
- |
| 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.) |
- |
1500 |
|
- |
| 7, 7.1
Annex M(COLOUR, SURFACE CHARACTERISTICS AND FREEDOM FROM DEFECTS:
) |
- |
500 |
|
- |
| 7, 7.2(COLOUR, SURFACE CHARACTERISTICS
AND FREEDOM FROM DEFECTS) |
- |
500 |
|
- |
| 5,3.1,
Table1,x)
Type I / II / III / IV / V /
VI / VII
IS 2530(Carbon black content) |
- |
1500 |
|
- |
| 5,3.1,
Table 2,xi)
Type I / II / III / IV / V /
VI
IS 2530(Carbon black content) |
- |
1500 |
|
- |
| 5,3.1,
Table2,iii)
Type I / II / III / IV / V /
VI
Annex K(Lowest individual of 10 thickness value) |
- |
500 |
|
- |
| 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) |
- |
500 |
|
- |
| 5,3.1,
Table2,iv)
Type I / II / III / IV / V /
VI
Annex L(Average asperity height) |
- |
1500 |
|
- |
| 5,3.1,
Table 2,v) d)
Type I / II / III / IV / V /
VI
Annex B(Tensile properties:
Breaking elongation) |
- |
1500 |
|
- |
| 5,3.1,
Table1,xv)
Type I / II / III / IV / V /
VI / VII
Annex J(Stress crack resistance) |
- |
12500 |
|
- |
| 5,3.1,
Table 2,xvi)
Type I / II / III / IV / V /
VI
Annex J(Stress crack resistance) |
- |
12500 |
|
- |
| 5,3.1,
Table1,iv) d)
Type I / II / III / IV / V /
VI / VII
Annex B(Tensile properties:
Breaking elongation) |
- |
1500 |
|
- |
| 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) |
- |
6500 |
|
- |
| 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) |
- |
6500 |
|
- |
| 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) |
- |
22500 |
|
- |
| 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) |
- |
22500 |
|
- |
| 3, 3.1(MATERIAL AND MANUFACTURE) |
- |
11290 |
|
- |
| 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. ) |
- |
500 |
|
- |
| 4, 4.1(VARIETY AND TYPES :
Based on the finish, HDPE geomembrane shall be
of following varieties) |
- |
500 |
|
- |
| 4.2,4.2.1(Based on the thickness of HDPE geomembrane, the material shall be classified as under) |
- |
500 |
|
- |
| 4.2,4.2.2(Based on the thickness of HDPE geomembrane, the material shall be classified as under) |
- |
500 |
|
- |
| 5(REQUIREMENTS) |
- |
250 |
|
- |
| 5,3.1,
Table 1(Requirements of Smooth HDPE Geomembrane) |
- |
500 |
|
- |
| 5,3.1,
Table1,i) a)
Type I / II / III / IV / V /
VI / VII
IS 7016 (Part 1)(Length) |
- |
500 |
|
- |
| 5,3.1,
Table1,i) b)
Type I / II / III / IV / V /
VI / VII
IS 7016 (Part 1)(width) |
- |
500 |
|
- |
| 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) |
- |
500 |
|
- |
| 5,3.1,
Table1,iv) a)
Type I / II / III / IV / V /
VI / VII
Annex B(Tensile properties:
Yield strength,) |
- |
1500 |
|
- |
| 5,3.1,
Table1,iv) b)
Type I / II / III / IV / V /
VI / VII
Annex B(Tensile properties:
Breaking strength,) |
- |
1500 |
|
- |
| 5,3.1,
Table1,iv) c)
Type I / II / III / IV / V /
VI / VII
Annex B(Tensile properties:
Yield elongation) |
- |
1000 |
|
- |
| 5,3.1,
Table1,v)
Type I / II / III / IV / V /
VI / VII
Annex C(Tear resistance) |
- |
2500 |
|
- |
| 5,3.1,
Table1,vi)
Type I / II / III / IV / V /
VI / VII
Annex D(Puncture resistanc) |
- |
4500 |
|
- |
| 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) |
- |
5000 |
|
- |
| 5,3.1,
Table1,viii)
Type I / II / III / IV / V /
VI / VII
Annex F(Hydrostatic resistance) |
- |
8000 |
|
- |
| 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) |
- |
3500 |
|
- |
| 5,3.1,
Table1,xi)
Type I / II / III / IV / V /
VI / VII
IS 2530(Carbon black dispersion) |
- |
1500 |
|
- |
| 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) |
- |
25000 |
|
- |
| 5,3.1,
Table 2(Requirements of Textured (Single or Double Sided) HDPE Geomembrane) |
- |
250 |
|
- |
| 5,3.1,
Table2,i) a)
Type I / II / III / IV / V /
VI
IS 7016 (Part 1)(Length) |
- |
500 |
|
- |
| 5,3.1,
Table 2,i) b)
Type I / II / III / IV / V /
VI
IS 7016 (Part 1)(width) |
- |
500 |
|
- |
| 5,3.1,
Table2,ii)
Type I / II / III / IV / V /
VI
Annex K(Average core thickness) |
- |
500 |
|
- |
| 5,3.1,
Table 2,v) a)
Type I / II / III / IV / V /
VI
Annex B(Tensile properties:
Yield strength,) |
- |
1000 |
|
- |
| 5,3.1,
Table 2,v) b)
Type I / II / III / IV / V /
VI
Annex B(Tensile properties:
Breaking strength,) |
- |
1500 |
|
- |
| 5,3.1,
Table 2,v) c)
Type I / II / III / IV / V /
VI
Annex B(Tensile properties:
Yield elongation) |
- |
1000 |
|
- |
| 5,3.1,
Table 2,vi) a)
Type I / II / III / IV / V /
VI
Annex C(Tear resistance) |
- |
2500 |
|
- |
| 5,3.1,
Table 2,vii)
Type I / II / III / IV / V /
VI
Annex D(Puncture resistanc) |
- |
4500 |
|
- |
| 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) |
- |
5000 |
|
- |
| 5,3.1,
Table 2,iX)
Type I / II / III / IV / V /
VI
Annex F(Hydrostatic resistance) |
- |
8000 |
|
- |
| 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) |
- |
3500 |
|
- |
| 5,3.1,
Table 2,xii)
Type I / II / III / IV / V /
VI
IS 2530(Carbon black dispersion) |
- |
1500 |
|
- |
| 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) |
- |
25000 |
|
- |
| 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.) |
- |
500 |
|
- |
| 7, 7.1
Annex M(COLOUR, SURFACE CHARACTERISTICS AND FREEDOM FROM DEFECTS:
) |
- |
500 |
|
- |
| 7, 7.2(COLOUR, SURFACE CHARACTERISTICS
AND FREEDOM FROM DEFECTS) |
- |
500 |
|
- |
| 5,3.1,
Table1,x)
Type I / II / III / IV / V /
VI / VII
IS 2530(Carbon black content) |
- |
1500 |
|
- |
| 5,3.1,
Table 2,xi)
Type I / II / III / IV / V /
VI
IS 2530(Carbon black content) |
- |
1500 |
|
- |
| 5,3.1,
Table2,iii)
Type I / II / III / IV / V /
VI
Annex K(Lowest individual of 10 thickness value) |
- |
500 |
|
- |
| 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) |
- |
500 |
|
- |
| 5,3.1,
Table2,iv)
Type I / II / III / IV / V /
VI
Annex L(Average asperity height) |
- |
1500 |
|
- |
| 5,3.1,
Table 2,v) d)
Type I / II / III / IV / V /
VI
Annex B(Tensile properties:
Breaking elongation) |
- |
1500 |
|
- |
| 5,3.1,
Table1,xv)
Type I / II / III / IV / V /
VI / VII
Annex J(Stress crack resistance) |
- |
12500 |
|
- |
| 5,3.1,
Table 2,xvi)
Type I / II / III / IV / V /
VI
Annex J(Stress crack resistance) |
- |
12500 |
|
- |
| 5,3.1,
Table1,iv) d)
Type I / II / III / IV / V /
VI / VII
Annex B(Tensile properties:
Breaking elongation) |
- |
1500 |
|
- |
| 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) |
- |
6500 |
|
- |
| 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) |
- |
6500 |
|
- |
| 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) |
- |
22500 |
|
- |
| 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) |
- |
22500 |
|
- |
| 3, 3.1(MATERIAL AND MANUFACTURE) |
- |
11290 |
|
- |
| 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. ) |
- |
500 |
|
- |
| 4, 4.1(VARIETY AND TYPES :
Based on the finish, HDPE geomembrane shall be
of following varieties) |
- |
500 |
|
- |
| 4.2,4.2.1(Based on the thickness of HDPE geomembrane, the material shall be classified as under) |
- |
500 |
|
- |
| 4.2,4.2.2(Based on the thickness of HDPE geomembrane, the material shall be classified as under) |
- |
500 |
|
- |
| 5(REQUIREMENTS) |
- |
500 |
|
- |
| 5,3.1,
Table 1(Requirements of Smooth HDPE Geomembrane) |
- |
500 |
|
- |
| 5,3.1,
Table1,i) a)
Type I / II / III / IV / V /
VI / VII
IS 7016 (Part 1)(Length) |
- |
500 |
|
- |
| 5,3.1,
Table1,i) b)
Type I / II / III / IV / V /
VI / VII
IS 7016 (Part 1)(width) |
- |
500 |
|
- |
| 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) |
- |
500 |
|
- |
| 5,3.1,
Table1,iv) a)
Type I / II / III / IV / V /
VI / VII
Annex B(Tensile properties:
Yield strength,) |
- |
1500 |
|
- |
| 5,3.1,
Table1,iv) b)
Type I / II / III / IV / V /
VI / VII
Annex B(Tensile properties:
Breaking strength,) |
- |
1500 |
|
- |
| 5,3.1,
Table1,iv) c)
Type I / II / III / IV / V /
VI / VII
Annex B(Tensile properties:
Yield elongation) |
- |
1500 |
|
- |
| 5,3.1,
Table1,v)
Type I / II / III / IV / V /
VI / VII
Annex C(Tear resistance) |
- |
500 |
|
- |
| 5,3.1,
Table1,vi)
Type I / II / III / IV / V /
VI / VII
Annex D(Puncture resistanc) |
- |
2500 |
|
- |
| 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) |
- |
4500 |
|
- |
| 5,3.1,
Table1,viii)
Type I / II / III / IV / V /
VI / VII
Annex F(Hydrostatic resistance) |
- |
5000 |
|
- |
| 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) |
- |
8000 |
|
- |
| 5,3.1,
Table1,xi)
Type I / II / III / IV / V /
VI / VII
IS 2530(Carbon black dispersion) |
- |
1500 |
|
- |
| 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) |
- |
22500 |
|
- |
| 5,3.1,
Table 2(Requirements of Textured (Single or Double Sided) HDPE Geomembrane) |
- |
500 |
|
- |
| 5,3.1,
Table2,i) a)
Type I / II / III / IV / V /
VI
IS 7016 (Part 1)(Length) |
- |
500 |
|
- |
| 5,3.1,
Table 2,i) b)
Type I / II / III / IV / V /
VI
IS 7016 (Part 1)(width) |
- |
500 |
|
- |
| 5,3.1,
Table2,ii)
Type I / II / III / IV / V /
VI
Annex K(Average core thickness) |
- |
500 |
|
- |
| 5,3.1,
Table 2,v) a)
Type I / II / III / IV / V /
VI
Annex B(Tensile properties:
Yield strength,) |
- |
1000 |
|
- |
| 5,3.1,
Table 2,v) b)
Type I / II / III / IV / V /
VI
Annex B(Tensile properties:
Breaking strength,) |
- |
1500 |
|
- |
| 5,3.1,
Table 2,v) c)
Type I / II / III / IV / V /
VI
Annex B(Tensile properties:
Yield elongation) |
- |
1000 |
|
- |
| 5,3.1,
Table 2,vi) a)
Type I / II / III / IV / V /
VI
Annex C(Tear resistance) |
- |
2500 |
|
- |
| 5,3.1,
Table 2,vii)
Type I / II / III / IV / V /
VI
Annex D(Puncture resistanc) |
- |
4500 |
|
- |
| 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) |
- |
5000 |
|
- |
| 5,3.1,
Table 2,iX)
Type I / II / III / IV / V /
VI
Annex F(Hydrostatic resistance) |
- |
8000 |
|
- |
| 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) |
- |
3500 |
|
- |
| 5,3.1,
Table 2,xii)
Type I / II / III / IV / V /
VI
IS 2530(Carbon black dispersion) |
- |
1500 |
|
- |
| 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) |
- |
25000 |
|
- |
| 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.) |
- |
1500 |
|
- |
| 7, 7.1
Annex M(COLOUR, SURFACE CHARACTERISTICS AND FREEDOM FROM DEFECTS:
) |
- |
500 |
|
- |
| 7, 7.2(COLOUR, SURFACE CHARACTERISTICS
AND FREEDOM FROM DEFECTS) |
- |
500 |
|
- |
| 5,3.1,
Table1,x)
Type I / II / III / IV / V /
VI / VII
IS 2530(Carbon black content) |
- |
1500 |
|
- |
| 5,3.1,
Table 2,xi)
Type I / II / III / IV / V /
VI
IS 2530(Carbon black content) |
- |
1500 |
|
- |
| 5,3.1,
Table2,iii)
Type I / II / III / IV / V /
VI
Annex K(Lowest individual of 10 thickness value) |
- |
500 |
|
- |
| 5,3.1,
Table2,iv)
Type I / II / III / IV / V /
VI
Annex L(Average asperity height) |
- |
1500 |
|
- |
| 5,3.1,
Table 2,v) d)
Type I / II / III / IV / V /
VI
Annex B(Tensile properties:
Breaking elongation) |
- |
1500 |
|
- |
| 5,3.1,
Table1,xv)
Type I / II / III / IV / V /
VI / VII
Annex J(Stress crack resistance) |
- |
12500 |
|
- |
| 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) |
- |
1500 |
|
- |
| 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) |
- |
1500 |
|
- |
| 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) |
- |
6500 |
|
- |
| 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) |
- |
22500 |
|
- |
| 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) |
- |
22500 |
|
- |
| 3, 3.1(MATERIAL AND MANUFACTURE) |
- |
11290 |
|
- |
| 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. ) |
- |
500 |
|
- |
| 4, 4.1(VARIETY AND TYPES :
Based on the finish, HDPE geomembrane shall be
of following varieties) |
- |
500 |
|
- |
| 4.2,4.2.1(Based on the thickness of HDPE geomembrane, the material shall be classified as under) |
- |
500 |
|
- |
| 4.2,4.2.2(Based on the thickness of HDPE geomembrane, the material shall be classified as under) |
- |
500 |
|
- |
| 5(REQUIREMENTS) |
- |
500 |
|
- |
| 5,3.1,
Table 1(Requirements of Smooth HDPE Geomembrane) |
- |
500 |
|
- |
| 5,3.1,
Table1,i) a)
Type I / II / III / IV / V /
VI / VII
IS 7016 (Part 1)(Length) |
- |
500 |
|
- |
| 5,3.1,
Table1,i) b)
Type I / II / III / IV / V /
VI / VII
IS 7016 (Part 1)(width) |
- |
500 |
|
- |
| 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) |
- |
500 |
|
- |
| 5,3.1,
Table1,iv) a)
Type I / II / III / IV / V /
VI / VII
Annex B(Tensile properties:
Yield strength,) |
- |
1000 |
|
- |
| 5,3.1,
Table1,iv) b)
Type I / II / III / IV / V /
VI / VII
Annex B(Tensile properties:
Breaking strength,) |
- |
1500 |
|
- |
| 5,3.1,
Table1,iv) c)
Type I / II / III / IV / V /
VI / VII
Annex B(Tensile properties:
Yield elongation) |
- |
1000 |
|
- |
| 5,3.1,
Table1,v)
Type I / II / III / IV / V /
VI / VII
Annex C(Tear resistance) |
- |
2500 |
|
- |
| 5,3.1,
Table1,vi)
Type I / II / III / IV / V /
VI / VII
Annex D(Puncture resistanc) |
- |
4500 |
|
- |
| 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) |
- |
5000 |
|
- |
| 5,3.1,
Table1,viii)
Type I / II / III / IV / V /
VI / VII
Annex F(Hydrostatic resistance) |
- |
8000 |
|
- |
| 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) |
- |
3500 |
|
- |
| 5,3.1,
Table1,xi)
Type I / II / III / IV / V /
VI / VII
IS 2530(Carbon black dispersion) |
- |
1500 |
|
- |
| 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) |
- |
25000 |
|
- |
| 5,3.1,
Table 2(Requirements of Textured (Single or Double Sided) HDPE Geomembrane) |
- |
500 |
|
- |
| 5,3.1,
Table2,i) a)
Type I / II / III / IV / V /
VI
IS 7016 (Part 1)(Length) |
- |
500 |
|
- |
| 5,3.1,
Table 2,i) b)
Type I / II / III / IV / V /
VI
IS 7016 (Part 1)(width) |
- |
500 |
|
- |
| 5,3.1,
Table2,ii)
Type I / II / III / IV / V /
VI
Annex K(Average core thickness) |
- |
500 |
|
- |
| 5,3.1,
Table 2,v) a)
Type I / II / III / IV / V /
VI
Annex B(Tensile properties:
Yield strength,) |
- |
1000 |
|
- |
| 5,3.1,
Table 2,v) b)
Type I / II / III / IV / V /
VI
Annex B(Tensile properties:
Breaking strength,) |
- |
1500 |
|
- |
| 5,3.1,
Table 2,v) c)
Type I / II / III / IV / V /
VI
Annex B(Tensile properties:
Yield elongation) |
- |
1000 |
|
- |
| 5,3.1,
Table 2,vi) a)
Type I / II / III / IV / V /
VI
Annex C(Tear resistance) |
- |
2500 |
|
- |
| 5,3.1,
Table 2,vii)
Type I / II / III / IV / V /
VI
Annex D(Puncture resistanc) |
- |
4500 |
|
- |
| 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) |
- |
5000 |
|
- |
| 5,3.1,
Table 2,iX)
Type I / II / III / IV / V /
VI
Annex F(Hydrostatic resistance) |
- |
8000 |
|
- |
| 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) |
- |
3500 |
|
- |
| 5,3.1,
Table 2,xii)
Type I / II / III / IV / V /
VI
IS 2530(Carbon black dispersion) |
- |
1500 |
|
- |
| 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) |
- |
25000 |
|
- |
| 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.) |
- |
1500 |
|
- |
| 7, 7.1
Annex M(COLOUR, SURFACE CHARACTERISTICS AND FREEDOM FROM DEFECTS:
) |
- |
500 |
|
- |
| 7, 7.2(COLOUR, SURFACE CHARACTERISTICS
AND FREEDOM FROM DEFECTS) |
- |
500 |
|
- |
| 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) |
- |
500 |
|
- |
| 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,
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, 7.1
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, 3.1(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,
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, 7.1
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, 3.1(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,
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, 7.1
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,
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,
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, 7.1
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,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,
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,
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, 7.1
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, 3.1(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,
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, 7.1
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, 3.1(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,
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, 7.1
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,
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,
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, 7.1
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,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,
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,
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, 7.1
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, 3.1(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,
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, 7.1
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, 3.1(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,
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, 7.1
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,
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,
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, 7.1
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,iii)
Type I / II / III / IV / V /
VI / VII
Method A of
IS 13162 (Part 3)(Lowest individual of 10 thickness value) |
- |
0 |
|
- |
|
- |
- Included w.e.f 02.06.2025 |
| 144 |
IS 1341 (2018) |
Steel Butt Hinges - Specification (Sixth Revision) |
All Type/Size |
8200 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 3 Tables 2 to 9(Types) |
- |
200 |
|
- |
| 5.1 Tables 2 to 9 (2)(Size of Hinge) |
- |
200 |
|
- |
| 5.1 Tables 2 to 9 (3)(Length A) |
- |
200 |
|
- |
| 5.1 Tables 2 to 9 (4)(Breadth B) |
- |
200 |
|
- |
| 5.1 Tables 2 to 9 (4)(Breadth B1) |
- |
200 |
|
- |
| 5.1 Tables 2 to 9 (4)(Breadth B2) |
- |
200 |
|
- |
| 5.1 Tables 2 to 9 (5)(Thickness of Flap C) |
- |
200 |
|
- |
| 5.1 Tables 2 to 9 (6)(Diameter of Hinge Pin D) |
- |
200 |
|
- |
| 5.1 Tables 2 to 9 (7)(Number of Knuckles) |
- |
200 |
|
- |
| 5.1 Tables 2 to 9 (8)(Number of Screw Holes) |
- |
200 |
|
- |
| 5.1 Tables 2 to 9 (9)(Holes for Screw No.) |
- |
200 |
|
- |
| 6.1(General) |
- |
200 |
|
- |
| 6.1(General) |
- |
200 |
|
- |
| 6.1(General) |
- |
200 |
|
- |
| 6.2.1(Knuckles) |
- |
200 |
|
- |
| 6.3(Pins) |
- |
200 |
|
- |
| 6.4(Screw Holes) |
- |
200 |
|
- |
| 6.4.2(Position of Holes) |
- |
200 |
|
- |
| 6.4.2(X) |
- |
200 |
|
- |
| 6.4.2(Y) |
- |
200 |
|
- |
| 6.4.2(Z) |
- |
200 |
|
- |
| 6.4.2.1(Position of Holes) |
- |
200 |
|
- |
| 7(Finish) |
- |
200 |
|
- |
| TABLE-1 (Clause-4)(TITANIUM) |
- |
400 |
|
- |
| TABLE-1 (Clause-4)(VANADIUM) |
- |
400 |
|
- |
| TABLE-1 (Clause-4)(NIOBIUM) |
- |
400 |
|
- |
| TABLE-1 (Clause-4)(Molybdenum) |
- |
400 |
|
- |
| TABLE-1 (Clause-4)(Chromium) |
- |
400 |
|
- |
| TABLE-1 (Clause-4)(Nickel) |
- |
400 |
|
- |
| TABLE-1 (Clause-4)( ALUMINIUM) |
- |
400 |
|
- |
| TABLE-1 (Clause-4)(SILICON) |
- |
400 |
|
- |
| TABLE-1 (Clause-4)(NITROGEN) |
- |
1000 |
|
- |
| TABLE-1 (Clause-4)(MANGANESE) |
- |
400 |
|
- |
| TABLE-1 (Clause-4)(PHOSPHURS) |
- |
400 |
|
- |
| TABLE-1 (Clause-4)(SULPHUR) |
- |
400 |
|
- |
| TABLE-1 (Clause-4)( CARBON) |
- |
400 |
|
- |
| Clause 4 Table 1(Manganese ( Pin)) |
- |
400 |
|
- |
| Clause 4 Table 1(Phosphorus ( Pin)) |
- |
400 |
|
- |
| Clause 4 Table 1(Sulphur ( Pin)) |
- |
400 |
|
- |
| Clause 4 Table 1(Carbon ( Pin)) |
- |
400 |
|
- |
| Clause 4 Table 1(Nitrogen ( Flap)) |
- |
1000 |
|
- |
| Clause 4 Table 1(Manganese ( Flap)) |
- |
400 |
|
- |
| Clause 4 Table 1(Phosphorus ( Flap)) |
- |
400 |
|
- |
| Clause 4 Table 1(Sulphur ( Flap)) |
- |
400 |
|
- |
| Clause 4 Table 1(Carbon ( Flap)) |
- |
400 |
|
- |
| 8(Marking) |
- |
200 |
|
- |
| Cl 4 & Table 1(Sulphur- IS 228(Part 9)) |
- |
400 |
|
- |
| Cl 4 & Table 1(Carbon- IS 228(Part 1)) |
- |
400 |
|
- |
| Cl 4 & Table 1(Phosphorous- IS 228(Part 3)) |
- |
400 |
|
- |
| Cl 4 & Table 1(Manganese- IS 228(Part 2)) |
- |
400 |
|
- |
| Cl 4 & Table 1(Silicon- IS 228(Part 2)) |
- |
400 |
|
- |
| Cl 4 & Table 1(Nitrogen -IS 228(Part 19)) |
- |
1000 |
|
- |
|
- |
- Included w.e.f 08.05.2025 |
| 145 |
IS 12817 (2020) |
Stainless Steel Butt Hinges - Specification ( Third Revision ) |
All Size/Type |
14800 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 6.2, Table 1 to 6(Length , A -IS 12817) |
- |
200 |
|
- |
| 6.2, Table 1 to 6(Breadth, B-IS 12817) |
- |
200 |
|
- |
| 6.2, Table 1 to 6(Breadth, B1-IS 12817) |
- |
0 |
|
Test price for breadth measurement is 200/-. |
| 6.2, Table 1 to 6(Breadth, B2-IS 12817) |
- |
0 |
|
Test price for breadth measurement is 200/-. |
| 6.2, Table 1 to 6(Thickness of flap, C-IS 12817) |
- |
200 |
|
- |
| 6.2, Table 1 to 6(Dia. of Hinge pin, D-IS 12817 ) |
- |
200 |
|
- |
| 6.2, Table 1 to 6(Number of Knuckles- IS 12817 ) |
- |
100 |
|
- |
| 6.2, Table 1 to 6(Number of Screw Holes -IS 12817 ) |
- |
100 |
|
- |
| 6.2, Table 1 to 6(Holes for Screw Number- IS 12817 ) |
- |
100 |
|
- |
| 7.1(General - IS 12817 ) |
- |
100 |
|
- |
| 7.2(Knuckles - IS 12817 ) |
- |
200 |
|
- |
| 7.3(Pins- IS 12817 ) |
- |
200 |
|
- |
| 7.4(Screw Holes- IS 12817 ) |
- |
200 |
|
- |
| 7.4.2(Position of screw holes - IS 12817 ) |
- |
200 |
|
- |
| 7.4.2, Fig 1(The distance of the screw holes from the end of the flap - IS 12817 ) |
- |
200 |
|
- |
| 8.0(Finish - IS 12817 ) |
- |
100 |
|
- |
| Clause 4.1.2(Silicon (Pin) ) |
- |
300 |
|
- |
| Clause 4.1.2(Phosphorus (Pin) ) |
- |
300 |
|
- |
| Clause 4.1.2(Sulphur (Pin) ) |
- |
300 |
|
- |
| Clause 4.1.2(Manganese (Pin) ) |
- |
300 |
|
- |
| Clause 4.1.2(Carbon (Pin) ) |
- |
300 |
|
- |
| Clause 4.1.1(Silicon (Flap) ) |
- |
300 |
|
- |
| Clause 4.1.1(Phosphorus (Flap) ) |
- |
300 |
|
- |
| Clause 4.1.1(Sulphur (Flap) ) |
- |
300 |
|
- |
| Clause 4.1.1(Manganese (Flap) ) |
- |
300 |
|
- |
| Clause 4.1.1(Carbon (Flap) ) |
- |
300 |
|
- |
| Clause 7.4.2 (Dimension - Z ) |
- |
200 |
|
- |
| Clause 7.4.2 (Dimension - Y ) |
- |
200 |
|
- |
| Clause 7.4.2 (Dimension - X ) |
- |
200 |
|
- |
| Clause 7.4.1(Number of holes) |
- |
100 |
|
- |
| As per Cl.4(Carbon) |
- |
300 |
|
- |
| As per Cl.4(Sulphur) |
- |
300 |
|
- |
| As per Cl.4(Phosphorus) |
- |
300 |
|
- |
| As per Cl.4(Manganese) |
- |
300 |
|
- |
| As per Cl.4(Nitrogen) |
- |
2000 |
|
- |
| As per Cl.4(Silicon) |
- |
300 |
|
- |
| As per Cl.4(Aluminium) |
- |
300 |
|
- |
| As per Cl.4(Chromium) |
- |
300 |
|
- |
| As per Cl.4(Vanadium) |
- |
300 |
|
- |
| As per Cl.4(Molybdenum) |
- |
300 |
|
- |
| As per Cl.4(Niobium) |
- |
300 |
|
- |
| As per Cl.4(Nickel) |
- |
300 |
|
- |
| As per Cl.4(Copper) |
- |
300 |
|
- |
| As per Cl.4(Titanium) |
- |
300 |
|
- |
| As per Cl.4(Zirconium) |
- |
300 |
|
- |
| As per Cl.4(Tungsten) |
- |
300 |
|
- |
| As per Cl.4(Cerium) |
- |
300 |
|
- |
|
- |
- Included w.e.f 10.07.2025 |
| 146 |
IS 14715 : Part 2 (2016) |
Jute geotextiles Part 2 Control of bank erosion in rivers and waterways – Specification (second revision) |
All type |
6500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 1(Thickness at 2 kPa- IS 13162 (Part 3)) |
- |
200 |
|
- |
| 2(Width- IS 1954) |
- |
100 |
|
- |
| 2(Mass- IS 15891 (Part 1)) |
- |
300 |
|
- |
| 2(Thickness at 2 kPa-IS 15891 (Part 2)) |
- |
200 |
|
- |
| 2(Tensile strength MD*CD- IS 15891 (Part 3)) |
- |
1500 |
|
- |
| 1(Width- IS 1954) |
- |
100 |
|
- |
| 1(Ends × Picks- IS 1963) |
- |
200 |
|
- |
| 1(Thickness at 2 kPa- IS 13162 (Part 3)) |
- |
200 |
|
- |
| 1(Tensile strength in MD × CD,- IS 13162 (Part 5)) |
- |
0 |
|
Tensile and elongation test price is 1500/-. |
| 1(Elongation at break in MD × CD- IS 13162 (Part 5)) |
- |
0 |
|
Tensile and elongation test price is 1500/-. |
| 1(Puncture resistance- IS 16078) |
- |
1000 |
|
- |
| 1(Burst strength- IS 1966 (Part 1)) |
- |
1000 |
|
- |
| 1(Permittivity at 50 mm constant head- IS 14324) |
- |
1000 |
|
- |
| 1(Apparent opening size (A. O. S.) , O95- IS 14294) |
- |
500 |
|
- |
| 1(Apparent opening size (A. O. S.) , O95- IS 14294) |
- |
500 |
|
- |
| 4, Table 1, (ii)(Construction) |
- |
200 |
|
- |
| 4, Table 1, (ii)(Weight at 20 percent moisture regain, g/m2 , Min, for Treated Woven Jute Geotextiles) |
- |
300 |
|
- |
| 4, Table 1, (iii)(Width, cm, for Treated Woven Jute Geotextiles) |
- |
0 |
|
Test price for width test is 100/-. |
| 4, Table 1, (iv)(Ends x Picks/dm, for Treated Woven Jute Geotextiles) |
- |
0 |
|
Test price for Ends x picks/dm is 200/-. |
| 4, Table 1, (v)(Thickness at 2kPa, mm, for Treated Woven Jute Geotextiles) |
- |
0 |
|
Test price for thickness measurement is 200/-. |
| 4, Table 1, (vi)(Tensile Strength in MD x CD, kN/m, for Treated Woven Jute Geotextiles) |
- |
0 |
|
Test price for tensile and elongation test is 1500/-. |
| 4, Table 1, (vii)(Elongation at break in MD x CD, percent, for Treated Woven Jute Geotextiles) |
- |
0 |
|
Test price for tensile and elongation test is 1500/-. |
| 4, Table 1, (viii)(Puncture Resistance, kN, Min, for Treated Woven Jute Geotextiles) |
- |
0 |
|
Test price for puncturing test is 1000/-. |
| 4, Table 1, (ix)(Burst Strength, kPa. Min, for Treated Woven Jute Geotextiles) |
- |
0 |
|
Test price for bursting Strength is 1000/-. |
| 4, Table 1, (x)(Permittivity at 50 mm constant head, sec –1 , Min, for Treated Woven Jute Geotextiles) |
- |
0 |
|
Test price for permittivity test is 1000/-. |
| 4, Table 1, (xi)(Apparent opening size (A. O. S.) , O95 , Micron3, for Treated Woven Jute Geotextiles) |
- |
0 |
|
Test price for apparent size is 500/-. |
| 5(Sampling) |
- |
300 |
|
- |
| 6(Packaging) |
- |
200 |
|
- |
| 1(Thickness at 2 kPa- IS 13162 (Part 3)) |
- |
0 |
|
- |
| 2(Width- IS 1954) |
- |
0 |
|
- |
| 2(Mass- IS 15891 (Part 1)) |
- |
0 |
|
- |
| 2(Thickness at 2 kPa-IS 15891 (Part 2)) |
- |
0 |
|
- |
| 2(Tensile strength MD*CD- IS 15891 (Part 3)) |
- |
0 |
|
- |
| 1(Width- IS 1954) |
- |
0 |
|
- |
| 1(Ends × Picks- IS 1963) |
- |
0 |
|
- |
| 1(Thickness at 2 kPa- IS 13162 (Part 3)) |
- |
0 |
|
- |
| 1(Tensile strength in MD × CD,- IS 13162 (Part 5)) |
- |
0 |
|
- |
| 1(Elongation at break in MD × CD- IS 13162 (Part 5)) |
- |
0 |
|
- |
| 1(Puncture resistance- IS 16078) |
- |
0 |
|
- |
| 1(Burst strength- IS 1966 (Part 1)) |
- |
0 |
|
- |
| 1(Permittivity at 50 mm constant head- IS 14324) |
- |
0 |
|
- |
| 1(Apparent opening size (A. O. S.) , O95- IS 14294) |
- |
0 |
|
- |
| 1(Apparent opening size (A. O. S.) , O95- IS 14294) |
- |
0 |
|
- |
| 4, Table 1, (ii)(Construction) |
- |
0 |
|
- |
| 4, Table 1, (ii)(Weight at 20 percent moisture regain, g/m2 , Min, for Treated Woven Jute Geotextiles) |
- |
0 |
|
- |
| 4, Table 1, (iii)(Width, cm, for Treated Woven Jute Geotextiles) |
- |
0 |
|
- |
| 4, Table 1, (iv)(Ends x Picks/dm, for Treated Woven Jute Geotextiles) |
- |
0 |
|
- |
| 4, Table 1, (v)(Thickness at 2kPa, mm, for Treated Woven Jute Geotextiles) |
- |
0 |
|
- |
| 4, Table 1, (vi)(Tensile Strength in MD x CD, kN/m, for Treated Woven Jute Geotextiles) |
- |
0 |
|
- |
| 4, Table 1, (vii)(Elongation at break in MD x CD, percent, for Treated Woven Jute Geotextiles) |
- |
0 |
|
- |
| 4, Table 1, (viii)(Puncture Resistance, kN, Min, for Treated Woven Jute Geotextiles) |
- |
0 |
|
- |
| 4, Table 1, (ix)(Burst Strength, kPa. Min, for Treated Woven Jute Geotextiles) |
- |
0 |
|
- |
| 4, Table 1, (x)(Permittivity at 50 mm constant head, sec –1 , Min, for Treated Woven Jute Geotextiles) |
- |
0 |
|
- |
| 4, Table 1, (xi)(Apparent opening size (A. O. S.) , O95 , Micron3, for Treated Woven Jute Geotextiles) |
- |
0 |
|
- |
| 5(Sampling) |
- |
0 |
|
- |
| 6(Packaging) |
- |
0 |
|
- |
| 1(Thickness at 2 kPa- IS 13162 (Part 3)) |
- |
0 |
|
- |
| 2(Width- IS 1954) |
- |
0 |
|
- |
| 2(Mass- IS 15891 (Part 1)) |
- |
0 |
|
- |
| 2(Thickness at 2 kPa-IS 15891 (Part 2)) |
- |
0 |
|
- |
| 2(Tensile strength MD*CD- IS 15891 (Part 3)) |
- |
0 |
|
- |
| 1(Width- IS 1954) |
- |
0 |
|
- |
| 1(Ends × Picks- IS 1963) |
- |
0 |
|
- |
| 1(Thickness at 2 kPa- IS 13162 (Part 3)) |
- |
0 |
|
- |
| 1(Tensile strength in MD × CD,- IS 13162 (Part 5)) |
- |
0 |
|
- |
| 1(Elongation at break in MD × CD- IS 13162 (Part 5)) |
- |
0 |
|
- |
| 1(Puncture resistance- IS 16078) |
- |
0 |
|
- |
| 1(Burst strength- IS 1966 (Part 1)) |
- |
0 |
|
- |
| 1(Permittivity at 50 mm constant head- IS 14324) |
- |
0 |
|
- |
| 1(Apparent opening size (A. O. S.) , O95- IS 14294) |
- |
0 |
|
- |
| 1(Apparent opening size (A. O. S.) , O95- IS 14294) |
- |
0 |
|
- |
| 4, Table 1, (ii)(Construction) |
- |
0 |
|
- |
| 4, Table 1, (ii)(Weight at 20 percent moisture regain, g/m2 , Min, for Treated Woven Jute Geotextiles) |
- |
0 |
|
- |
| 4, Table 1, (iii)(Width, cm, for Treated Woven Jute Geotextiles) |
- |
0 |
|
- |
| 4, Table 1, (iv)(Ends x Picks/dm, for Treated Woven Jute Geotextiles) |
- |
0 |
|
- |
| 4, Table 1, (v)(Thickness at 2kPa, mm, for Treated Woven Jute Geotextiles) |
- |
0 |
|
- |
| 4, Table 1, (vi)(Tensile Strength in MD x CD, kN/m, for Treated Woven Jute Geotextiles) |
- |
0 |
|
- |
| 4, Table 1, (vii)(Elongation at break in MD x CD, percent, for Treated Woven Jute Geotextiles) |
- |
0 |
|
- |
| 4, Table 1, (viii)(Puncture Resistance, kN, Min, for Treated Woven Jute Geotextiles) |
- |
0 |
|
- |
| 4, Table 1, (ix)(Burst Strength, kPa. Min, for Treated Woven Jute Geotextiles) |
- |
0 |
|
- |
| 4, Table 1, (x)(Permittivity at 50 mm constant head, sec –1 , Min, for Treated Woven Jute Geotextiles) |
- |
0 |
|
- |
| 4, Table 1, (xi)(Apparent opening size (A. O. S.) , O95 , Micron3, for Treated Woven Jute Geotextiles) |
- |
0 |
|
- |
| 5(Sampling) |
- |
0 |
|
- |
| 6(Packaging) |
- |
0 |
|
- |
|
- |
- Included w.e.f 02.06.2025 |
| 147 |
IS 14715 : Part 1 (2016) |
Jute geotextiles Part 1 Strengthening of sub-grade in roads – Specification (second revision) |
All Type |
6500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 1(Weight at 20% moisture Regain- IS 14716) |
- |
300 |
|
- |
| 1(Width- IS 1954) |
- |
100 |
|
- |
| 1(Ends × Picks- IS 1963) |
- |
200 |
|
- |
| 1(Tensile strength in MD × CD- IS 13162 (Part 5)) |
- |
1500 |
|
- |
| 1("Elongation at break in MD × CD-
IS 13162 (Part 5)") |
- |
0 |
|
Tensile test and elongation test price is 1500/-. |
| 1(Puncture resistance- IS 16078) |
- |
1000 |
|
- |
| 1(Burst strength- IS 1966 (Part 1)) |
- |
1000 |
|
- |
| 1(Permittivity at 50mm constant head- IS 14324) |
- |
1000 |
|
- |
| 1(Apparent opening size (A. O. S.) , O95- IS 14294) |
- |
500 |
|
- |
| 2(Elongation at break MD * CD - IS 15891 (Part 3)) |
- |
0 |
|
Tensile test and elongation test price is 1500/-. |
| 2(Permittivity at 50 mm constant head- IS 14324) |
- |
0 |
|
Test price for Permittivity test is 1000/-. |
| 2(Bursting strength- IS 1966 (Part 1)) |
- |
0 |
|
Test price for bursting test is 1000/-. |
| 2(Apparent opening size (A. O. S.), O95- IS 14294) |
- |
0 |
|
Test price for apparent size is 500/-. |
| 1(Weight at 20 percent moisture regain- IS 14716) |
- |
0 |
|
Test Price for Weight at 20 % moisture regain is 300/-. |
| 4, Table 1, (i)(Construction) |
- |
1 |
|
Test price for construction is 200/-. |
| 4, Table 1, (ii)(Weight at 20 percent moisture regain, g/m2 for Woven Jute Geotextiles) |
- |
0 |
|
Test Price for Weight at 20 % moisture regain is 300/-. |
| 4, Table 1, (iii)(Width cm, for Woven Jute Geotextiles) |
- |
0 |
|
Test price for width test is 100/-. |
| 4, Table 1, (iv)(Ends X Picks/ dm, for Woven Jute Geotextiles) |
- |
0 |
|
Test price for Endx picks/dm test is 200/-. |
| 4, Table 1, (v)(Thickness at 2kPA, mm, for Woven Jute Geotextiles) |
- |
200 |
|
- |
| 4, Table 1, (vi)(Tensile strength in MD × CD, kN/m, Min, for Woven Jute Geotextiles) |
- |
0 |
|
Test price for tensile test and elongation is 1500/-. |
| 4, Table 1, (vii)(Elongation at break in MD × CD, for Woven Jute Geotextiles) |
- |
0 |
|
Test price for tensile test and elongation is 1500/-. |
| 4, Table 1, (viii)(Puncture resistance, kN, Min, for Woven Jute Geotextiles) |
- |
0 |
|
Test price for puncturing test is 1000/-. |
| 4, Table 1, (ix)(Burst strength, kPa, Min, for Woven Jute Geotextiles) |
- |
0 |
|
Test price for bursting test is 1000/-. |
| 4, Table 1, (x)(Permittivity at 50mm constant head, sec -1 , Min, for Woven Jute Geotextiles) |
- |
0 |
|
Test price for bursting test is 1000/-. |
| 4, Table 1, (xi)(Apparent opening size (A. O. S.) , O 95 , Micron, for Woven Jute Geotextiles) |
- |
0 |
|
Test price for apparent size is 500/-. |
| 4, Table 2, (i)(Width, cm, for Non-Woven Jute Geotextiles) |
- |
0 |
|
Test price for width test is 100/-. |
| 4, Table 2, (ii)(Mass, g/m2, for Non-Woven Jute Geotextiles) |
- |
0 |
|
Test price for Mass and weight measurement is 300/-. |
| 4, Table 2, (iii)(Thickness at 2 kPa, mm, for Non-Woven Jute Geotextiles) |
- |
0 |
|
Test price for thickness measurement is 200/-. |
| 4, Table 2, (iv)(Tensile strength, kN/m, Min, for Non-Woven Jute Geotextiles) |
- |
0 |
|
Test price for tensile test and elongation is 1500/-. |
| 4, Table 2, (v)(Elongation at break, percent, for Non-Woven Jute Geotextiles) |
- |
0 |
|
Test price for tensile test and elongation is 1500/-. |
| 4, Table 2, (vi)(Permittivity at 50 mm constant head, sec–1 , Min, for Non-Woven Jute Geotextiles) |
- |
0 |
|
Test price for bursting test is 1000/-. |
| 4, Table 2, (vii)(Bursting strength, kPa, Min, for Non-Woven Jute Geotextiles) |
- |
0 |
|
Test price for bursting test is 1000/-. |
| 4, Table 2, (viii)(Apparent opening size (A. O. S.), O 95 , Micron, for Non-Woven Jute Geotextiles) |
- |
0 |
|
Test price for apparent size is 500/-. |
| 5(Sampling) |
- |
200 |
|
- |
| 6(Packaging) |
- |
300 |
|
- |
| 1(Weight at 20% moisture Regain- IS 14716) |
- |
0 |
|
- |
| 1(Width- IS 1954) |
- |
0 |
|
- |
| 1(Ends × Picks- IS 1963) |
- |
0 |
|
- |
| 1(Tensile strength in MD × CD- IS 13162 (Part 5)) |
- |
0 |
|
- |
| 1("Elongation at break in MD × CD-
IS 13162 (Part 5)") |
- |
0 |
|
- |
| 1(Puncture resistance- IS 16078) |
- |
0 |
|
- |
| 1(Burst strength- IS 1966 (Part 1)) |
- |
0 |
|
- |
| 1(Permittivity at 50mm constant head- IS 14324) |
- |
0 |
|
- |
| 1(Apparent opening size (A. O. S.) , O95- IS 14294) |
- |
0 |
|
- |
| 2(Elongation at break MD * CD - IS 15891 (Part 3)) |
- |
0 |
|
- |
| 2(Permittivity at 50 mm constant head- IS 14324) |
- |
0 |
|
- |
| 2(Bursting strength- IS 1966 (Part 1)) |
- |
0 |
|
- |
| 2(Apparent opening size (A. O. S.), O95- IS 14294) |
- |
0 |
|
- |
| 1(Weight at 20 percent moisture regain- IS 14716) |
- |
0 |
|
- |
| 4, Table 1, (i)(Construction) |
- |
0 |
|
- |
| 4, Table 1, (ii)(Weight at 20 percent moisture regain, g/m2 for Woven Jute Geotextiles) |
- |
0 |
|
- |
| 4, Table 1, (iii)(Width cm, for Woven Jute Geotextiles) |
- |
0 |
|
- |
| 4, Table 1, (iv)(Ends X Picks/ dm, for Woven Jute Geotextiles) |
- |
0 |
|
- |
| 4, Table 1, (v)(Thickness at 2kPA, mm, for Woven Jute Geotextiles) |
- |
0 |
|
- |
| 4, Table 1, (vi)(Tensile strength in MD × CD, kN/m, Min, for Woven Jute Geotextiles) |
- |
0 |
|
- |
| 4, Table 1, (vii)(Elongation at break in MD × CD, for Woven Jute Geotextiles) |
- |
0 |
|
- |
| 4, Table 1, (viii)(Puncture resistance, kN, Min, for Woven Jute Geotextiles) |
- |
0 |
|
- |
| 4, Table 1, (ix)(Burst strength, kPa, Min, for Woven Jute Geotextiles) |
- |
0 |
|
- |
| 4, Table 1, (x)(Permittivity at 50mm constant head, sec -1 , Min, for Woven Jute Geotextiles) |
- |
0 |
|
- |
| 4, Table 1, (xi)(Apparent opening size (A. O. S.) , O 95 , Micron, for Woven Jute Geotextiles) |
- |
0 |
|
- |
| 4, Table 2, (i)(Width, cm, for Non-Woven Jute Geotextiles) |
- |
0 |
|
- |
| 4, Table 2, (ii)(Mass, g/m2, for Non-Woven Jute Geotextiles) |
- |
0 |
|
- |
| 4, Table 2, (iii)(Thickness at 2 kPa, mm, for Non-Woven Jute Geotextiles) |
- |
0 |
|
- |
| 4, Table 2, (iv)(Tensile strength, kN/m, Min, for Non-Woven Jute Geotextiles) |
- |
0 |
|
- |
| 4, Table 2, (v)(Elongation at break, percent, for Non-Woven Jute Geotextiles) |
- |
0 |
|
- |
| 4, Table 2, (vi)(Permittivity at 50 mm constant head, sec–1 , Min, for Non-Woven Jute Geotextiles) |
- |
0 |
|
- |
| 4, Table 2, (vii)(Bursting strength, kPa, Min, for Non-Woven Jute Geotextiles) |
- |
0 |
|
- |
| 4, Table 2, (viii)(Apparent opening size (A. O. S.), O 95 , Micron, for Non-Woven Jute Geotextiles) |
- |
0 |
|
- |
| 5(Sampling) |
- |
0 |
|
- |
| 6(Packaging) |
- |
0 |
|
- |
| 1(Weight at 20% moisture Regain- IS 14716) |
- |
0 |
|
- |
| 1(Width- IS 1954) |
- |
0 |
|
- |
| 1(Ends × Picks- IS 1963) |
- |
0 |
|
- |
| 1(Tensile strength in MD × CD- IS 13162 (Part 5)) |
- |
0 |
|
- |
| 1("Elongation at break in MD × CD-
IS 13162 (Part 5)") |
- |
0 |
|
- |
| 1(Puncture resistance- IS 16078) |
- |
0 |
|
- |
| 1(Burst strength- IS 1966 (Part 1)) |
- |
0 |
|
- |
| 1(Permittivity at 50mm constant head- IS 14324) |
- |
0 |
|
- |
| 1(Apparent opening size (A. O. S.) , O95- IS 14294) |
- |
0 |
|
- |
| 2(Elongation at break MD * CD - IS 15891 (Part 3)) |
- |
0 |
|
- |
| 2(Permittivity at 50 mm constant head- IS 14324) |
- |
0 |
|
- |
| 2(Bursting strength- IS 1966 (Part 1)) |
- |
0 |
|
- |
| 2(Apparent opening size (A. O. S.), O95- IS 14294) |
- |
0 |
|
- |
| 1(Weight at 20 percent moisture regain- IS 14716) |
- |
0 |
|
- |
| 4, Table 1, (i)(Construction) |
- |
0 |
|
- |
| 4, Table 1, (ii)(Weight at 20 percent moisture regain, g/m2 for Woven Jute Geotextiles) |
- |
0 |
|
- |
| 4, Table 1, (iii)(Width cm, for Woven Jute Geotextiles) |
- |
0 |
|
- |
| 4, Table 1, (iv)(Ends X Picks/ dm, for Woven Jute Geotextiles) |
- |
0 |
|
- |
| 4, Table 1, (v)(Thickness at 2kPA, mm, for Woven Jute Geotextiles) |
- |
0 |
|
- |
| 4, Table 1, (vi)(Tensile strength in MD × CD, kN/m, Min, for Woven Jute Geotextiles) |
- |
0 |
|
- |
| 4, Table 1, (vii)(Elongation at break in MD × CD, for Woven Jute Geotextiles) |
- |
0 |
|
- |
| 4, Table 1, (viii)(Puncture resistance, kN, Min, for Woven Jute Geotextiles) |
- |
0 |
|
- |
| 4, Table 1, (ix)(Burst strength, kPa, Min, for Woven Jute Geotextiles) |
- |
0 |
|
- |
| 4, Table 1, (x)(Permittivity at 50mm constant head, sec -1 , Min, for Woven Jute Geotextiles) |
- |
0 |
|
- |
| 4, Table 1, (xi)(Apparent opening size (A. O. S.) , O 95 , Micron, for Woven Jute Geotextiles) |
- |
0 |
|
- |
| 4, Table 2, (i)(Width, cm, for Non-Woven Jute Geotextiles) |
- |
0 |
|
- |
| 4, Table 2, (ii)(Mass, g/m2, for Non-Woven Jute Geotextiles) |
- |
0 |
|
- |
| 4, Table 2, (iii)(Thickness at 2 kPa, mm, for Non-Woven Jute Geotextiles) |
- |
0 |
|
- |
| 4, Table 2, (iv)(Tensile strength, kN/m, Min, for Non-Woven Jute Geotextiles) |
- |
0 |
|
- |
| 4, Table 2, (v)(Elongation at break, percent, for Non-Woven Jute Geotextiles) |
- |
0 |
|
- |
| 4, Table 2, (vi)(Permittivity at 50 mm constant head, sec–1 , Min, for Non-Woven Jute Geotextiles) |
- |
0 |
|
- |
| 4, Table 2, (vii)(Bursting strength, kPa, Min, for Non-Woven Jute Geotextiles) |
- |
0 |
|
- |
| 4, Table 2, (viii)(Apparent opening size (A. O. S.), O 95 , Micron, for Non-Woven Jute Geotextiles) |
- |
0 |
|
- |
| 5(Sampling) |
- |
0 |
|
- |
| 6(Packaging) |
- |
0 |
|
- |
|
- |
- Included w.e.f 02.06.2025 |
| 148 |
IS 17374 (2020) |
Geosynthetics – Reinforced HDPE membrane for effluents and chemical resistance lining – Specification |
All Type |
220000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Clause No. 3.1(Reinforced HDPE Membrane) |
- |
2000 |
|
- |
| Clause No. 5.3, Table No. 1, (i)(Thickness (mm)) |
- |
500 |
|
- |
| Clause No. 5.3, Table No. 1, (ii)(Mass (g/m2)) |
- |
500 |
|
- |
| Clause No. 5.3, Table No. 1, (iii)(Dimensions (length and width)) |
- |
500 |
|
- |
| Clause No. 3.1, Table No. 1, (iv)(Carbon black content, percent) |
- |
2000 |
|
- |
| Clause No. 3.1, Table No. 1, (v)(Carbon black dispersion) |
- |
2000 |
|
- |
| Clause No. 5.3, Table No. 1, (vi)(Breaking load on 20 cm × 10 cm strip before UV exposure, N) |
- |
5000 |
|
- |
| Clause No. 5.3, Table No. 1, (vii)(Strain at maximum load, percent) |
- |
2000 |
|
- |
| Clause No. 5.3, Table No. 1, (viii)(Retention of breaking load on 20 cm × 10 cm strip after UV exposure of 144 h) |
- |
20000 |
|
- |
| Clause No. 5.3, Table No. 1, (ix)(Impact failure load, at 1524 mm drop, Min gram force at 50 percent failure) |
- |
2000 |
|
- |
| Clause No. 5.3, Table No. 1, (x)(Tear resistance, N) |
- |
2000 |
|
- |
| Clause No. 5.3, Table No. 1, (x)(Tear resistance, N) |
- |
2000 |
|
- |
| Clause No. 5.3, Table No. 1, (xi)(Puncture resistance, N) |
- |
2000 |
|
- |
| Clause No. 5.3, Table No. 1, (xii)(Bursting strength (Ball burst), N/cm2) |
- |
1000 |
|
- |
| Clause No. 5.3, Table No. 1, (xiii)(Seam strength before UV exposure, N/mm) |
- |
1000 |
|
- |
| Clause No. 5.3, Table No. 1, (xiv)(Seam strength after UV exposure of 144 h, N/mm) |
- |
20000 |
|
- |
| Clause No. 5.3, Table No. 1, (xv)(Hydrostatic resistance before UV exposure, kg/cm2) |
- |
1000 |
|
- |
| Clause No. 5.3, Table No. 1, (xvi)(Hydrostatic resistance after UV exposure of 144 h, kg/cm2) |
- |
5000 |
|
- |
| Clause No. 5.3, Table No. 1, (xvii)(Low temperature crack resistance at minus 30 °C ± 1°C) |
- |
2000 |
|
- |
| Clause No. 5.3, Table No. 1, (xviii)(Oxidative induction time (OIT), minutes, (a) Standard OIT or (b) High Pressure OIT) |
- |
10000 |
|
- |
| Clause No. 5.3, Table No. 1, (xix)(Oven ageing at 85°C, Retention of oxidative induction time (OIT) after 90 days, percent, (a) Standard OIT or (b) High Pressure OIT) |
- |
60000 |
|
- |
| Clause No. 5.3, Table No. 1, (xx)(Stress crack resistance, h) |
- |
2000 |
|
- |
| Clause No. 5.3, Table No. 1, (xxi)(Abrasion resistance) |
- |
1000 |
|
- |
| Clause No. 5.3, Table No. 1, (xxii)(Ash content, percent) |
- |
1000 |
|
- |
| Clause No. 5.4, Table No. 2, (i)(Change in weight, percent) |
- |
50000 |
|
- |
| Clause No. 5.4, Table No. 2, (ii)(Change in volume, percent) |
- |
2000 |
|
- |
| Clause No. 5.4, Table No. 2, (iii)(Visual observations) |
- |
500 |
|
- |
| Clause No. 5.4, Table No. 2, (iv)(Change in tensile strength, percent) |
- |
1000 |
|
- |
| Clause No. 5.4, Table No. 2, (v)(Change in elongation, percent) |
- |
1000 |
|
- |
| Clause No. 5.4, Table No. 2, (vi)(Change in 2 percent secant modulus, percent) |
- |
1000 |
|
- |
| Clause No. 5.4, Table No. 2, (vii)(Change in seam strength, percent) |
- |
2000 |
|
- |
| 3.1(MATERIAL AND MANUFACTURE - -HDPE membrane -UV stablised or carbon black stablised LDPE or LLDPE shall contain minimum 2.5 percent of carbon black) |
- |
2000 |
|
- |
| 3.2(MATERIAL AND MANUFACTURE - A suitable multi-layer membrane with adequate number of layers shall be produced using a combination of HDPE fabric and layers of coating film) |
- |
1000 |
|
- |
| 3.3- Table 1 - i)(Thickness (mm)) |
- |
500 |
|
- |
| 3.3- Table 1 - ii)(Mass (g/m2)) |
- |
500 |
|
- |
| 3.3- Table 1 - iii)(Dimensions (length and width)) |
- |
500 |
|
- |
| 3.3- Table 1 - iv)(Carbon black content, percent) |
- |
1000 |
|
- |
| 3.3- Table 1 - v)(Carbon black dispersion) |
- |
1000 |
|
- |
| 3.3- Table 1 - vi)("Breaking load on 20 cm × 10 cm strip before UV exposure, N, Min
a) Warp way b) Weft way") |
- |
1000 |
|
- |
| 3.3- Table 1 - vii)(Strain at maximum load) |
- |
2000 |
|
- |
| 3.3- Table 1 - viii)(Retention of breaking load on 20 cm × 10 cm strip after UV exposure of 144 h a) Warp way b) Weft way) |
- |
20000 |
|
- |
| 3.3- Table 1 - ix)(Impact failure load, at 1524 mm drop, Min gram force at 50 percent failure) |
- |
2000 |
|
- |
| 3.3- Table 1 - x)(Tear resistance, N) |
- |
2000 |
|
- |
| 3.3- Table 1 - xi)(Puncture resistance, N) |
- |
2000 |
|
- |
| 3.3- Table 1 - xii)(Bursting strength (Ball burst), N/cm2) |
- |
1000 |
|
- |
| 3.3- Table 1 - xiii)(Seam strength before UV exposure, N/ mm) |
- |
1000 |
|
- |
| 3.3- Table 1 - xiv)(Seam strength after UV exposure of 144 h, N/mm) |
- |
20000 |
|
- |
| 3.3- Table 1 - xv)(Hydrostatic resistance before UV exposure, kg/cm2 ,) |
- |
1000 |
|
- |
| 3.3- Table 1 - xvi)(Hydrostatic resistance after UV exposure of 144 h, kg/cm2) |
- |
10000 |
|
- |
| 3.3- Table 1 - xvii)("Low temperature crack resistance at
minus 30 °C ± 1°C") |
- |
2000 |
|
- |
| 3.3- Table 1 - xviii)(Oxidative induction time (OIT), minutes a) Standard OIT or b) High pressure OIT) |
- |
10000 |
|
- |
| 3.3- Table 1 - xix)(Oven ageing at 85°C, Retention of oxidative induction time (OIT) after 90 days, percent a) Standard OIT or b) High pressure OIT) |
- |
60000 |
|
- |
| 3.3- Table 1 - xx)(Stress crack resistance) |
- |
2000 |
|
- |
| 3.3- Table 1 - xxi)(Abrasion resistance) |
- |
1000 |
|
- |
| 3.3- Table 1 - xxii)(Ash content, Max) |
- |
1000 |
|
- |
| 4(TYPES OF GEOGRIDS - a) Type I b) Type II c) Type III d) Type IV e) Type V f) Type VI) |
- |
500 |
|
- |
| 5.1(REQUIREMENTS - Workmanship) |
- |
500 |
|
- |
| 5.2(REQUIREMENTS - Joints/Seams) |
- |
500 |
|
- |
| 5.4-Table 2- i)(Requirements of Reinforced HDPE Membranes after Treating Against Chemicals - Change in weight) |
- |
50000 |
|
- |
| 5.4-Table 2- ii)(Requirements of Reinforced HDPE Membranes after Treating Against Chemicals - Change in volume) |
- |
2000 |
|
- |
| 5.4-Table 2- iii)(Requirements of Reinforced HDPE Membranes after Treating Against Chemicals - Visual observations) |
- |
500 |
|
- |
| 5.4-Table 2- iv)(Requirements of Reinforced HDPE Membranes after Treating Against Chemicals - Change in tensile strength) |
- |
1000 |
|
- |
| 5.4-Table 2- v)(Requirements of Reinforced HDPE Membranes after Treating Against Chemicals - Change in elongation) |
- |
1000 |
|
- |
| 5.4-Table 2- vi)(Requirements of Reinforced HDPE Membranes after Treating Against Chemicals - Change in 2 percent secant modulus) |
- |
1000 |
|
- |
| 5.4-Table 2- vii)(Requirements of Reinforced HDPE Membranes after Treating Against Chemicals - Change in seam strength) |
- |
2000 |
|
- |
| 6(PACKING AND MARKING) |
- |
200 |
|
- |
| Clause No. 3.1(Reinforced HDPE Membrane) |
- |
0 |
|
- |
| Clause No. 5.3, Table No. 1, (i)(Thickness (mm)) |
- |
0 |
|
- |
| Clause No. 5.3, Table No. 1, (ii)(Mass (g/m2)) |
- |
0 |
|
- |
| Clause No. 5.3, Table No. 1, (iii)(Dimensions (length and width)) |
- |
0 |
|
- |
| Clause No. 3.1, Table No. 1, (iv)(Carbon black content, percent) |
- |
0 |
|
- |
| Clause No. 3.1, Table No. 1, (v)(Carbon black dispersion) |
- |
0 |
|
- |
| Clause No. 5.3, Table No. 1, (vi)(Breaking load on 20 cm × 10 cm strip before UV exposure, N) |
- |
0 |
|
- |
| Clause No. 5.3, Table No. 1, (vii)(Strain at maximum load, percent) |
- |
0 |
|
- |
| Clause No. 5.3, Table No. 1, (viii)(Retention of breaking load on 20 cm × 10 cm strip after UV exposure of 144 h) |
- |
0 |
|
- |
| Clause No. 5.3, Table No. 1, (ix)(Impact failure load, at 1524 mm drop, Min gram force at 50 percent failure) |
- |
0 |
|
- |
| Clause No. 5.3, Table No. 1, (x)(Tear resistance, N) |
- |
0 |
|
- |
| Clause No. 5.3, Table No. 1, (x)(Tear resistance, N) |
- |
0 |
|
- |
| Clause No. 5.3, Table No. 1, (xi)(Puncture resistance, N) |
- |
0 |
|
- |
| Clause No. 5.3, Table No. 1, (xii)(Bursting strength (Ball burst), N/cm2) |
- |
0 |
|
- |
| Clause No. 5.3, Table No. 1, (xiii)(Seam strength before UV exposure, N/mm) |
- |
0 |
|
- |
| Clause No. 5.3, Table No. 1, (xiv)(Seam strength after UV exposure of 144 h, N/mm) |
- |
0 |
|
- |
| Clause No. 5.3, Table No. 1, (xv)(Hydrostatic resistance before UV exposure, kg/cm2) |
- |
0 |
|
- |
| Clause No. 5.3, Table No. 1, (xvi)(Hydrostatic resistance after UV exposure of 144 h, kg/cm2) |
- |
0 |
|
- |
| Clause No. 5.3, Table No. 1, (xvii)(Low temperature crack resistance at minus 30 °C ± 1°C) |
- |
0 |
|
- |
| Clause No. 5.3, Table No. 1, (xviii)(Oxidative induction time (OIT), minutes, (a) Standard OIT or (b) High Pressure OIT) |
- |
0 |
|
- |
| Clause No. 5.3, Table No. 1, (xix)(Oven ageing at 85°C, Retention of oxidative induction time (OIT) after 90 days, percent, (a) Standard OIT or (b) High Pressure OIT) |
- |
0 |
|
- |
| Clause No. 5.3, Table No. 1, (xx)(Stress crack resistance, h) |
- |
0 |
|
- |
| Clause No. 5.3, Table No. 1, (xxi)(Abrasion resistance) |
- |
0 |
|
- |
| Clause No. 5.3, Table No. 1, (xxii)(Ash content, percent) |
- |
0 |
|
- |
| Clause No. 5.4, Table No. 2, (i)(Change in weight, percent) |
- |
0 |
|
- |
| Clause No. 5.4, Table No. 2, (ii)(Change in volume, percent) |
- |
0 |
|
- |
| Clause No. 5.4, Table No. 2, (iii)(Visual observations) |
- |
0 |
|
- |
| Clause No. 5.4, Table No. 2, (iv)(Change in tensile strength, percent) |
- |
0 |
|
- |
| Clause No. 5.4, Table No. 2, (v)(Change in elongation, percent) |
- |
0 |
|
- |
| Clause No. 5.4, Table No. 2, (vi)(Change in 2 percent secant modulus, percent) |
- |
0 |
|
- |
| Clause No. 5.4, Table No. 2, (vii)(Change in seam strength, percent) |
- |
0 |
|
- |
| 3.1(MATERIAL AND MANUFACTURE - -HDPE membrane -UV stablised or carbon black stablised LDPE or LLDPE shall contain minimum 2.5 percent of carbon black) |
- |
0 |
|
- |
| 3.2(MATERIAL AND MANUFACTURE - A suitable multi-layer membrane with adequate number of layers shall be produced using a combination of HDPE fabric and layers of coating film) |
- |
0 |
|
- |
| 3.3- Table 1 - i)(Thickness (mm)) |
- |
0 |
|
- |
| 3.3- Table 1 - ii)(Mass (g/m2)) |
- |
0 |
|
- |
| 3.3- Table 1 - iii)(Dimensions (length and width)) |
- |
0 |
|
- |
| 3.3- Table 1 - iv)(Carbon black content, percent) |
- |
0 |
|
- |
| 3.3- Table 1 - v)(Carbon black dispersion) |
- |
0 |
|
- |
| 3.3- Table 1 - vi)("Breaking load on 20 cm × 10 cm strip before UV exposure, N, Min
a) Warp way b) Weft way") |
- |
0 |
|
- |
| 3.3- Table 1 - vii)(Strain at maximum load) |
- |
0 |
|
- |
| 3.3- Table 1 - viii)(Retention of breaking load on 20 cm × 10 cm strip after UV exposure of 144 h a) Warp way b) Weft way) |
- |
0 |
|
- |
| 3.3- Table 1 - ix)(Impact failure load, at 1524 mm drop, Min gram force at 50 percent failure) |
- |
0 |
|
- |
| 3.3- Table 1 - x)(Tear resistance, N) |
- |
0 |
|
- |
| 3.3- Table 1 - xi)(Puncture resistance, N) |
- |
0 |
|
- |
| 3.3- Table 1 - xii)(Bursting strength (Ball burst), N/cm2) |
- |
0 |
|
- |
| 3.3- Table 1 - xiii)(Seam strength before UV exposure, N/ mm) |
- |
0 |
|
- |
| 3.3- Table 1 - xiv)(Seam strength after UV exposure of 144 h, N/mm) |
- |
0 |
|
- |
| 3.3- Table 1 - xv)(Hydrostatic resistance before UV exposure, kg/cm2 ,) |
- |
0 |
|
- |
| 3.3- Table 1 - xvi)(Hydrostatic resistance after UV exposure of 144 h, kg/cm2) |
- |
0 |
|
- |
| 3.3- Table 1 - xvii)("Low temperature crack resistance at
minus 30 °C ± 1°C") |
- |
0 |
|
- |
| 3.3- Table 1 - xviii)(Oxidative induction time (OIT), minutes a) Standard OIT or b) High pressure OIT) |
- |
0 |
|
- |
| 3.3- Table 1 - xix)(Oven ageing at 85°C, Retention of oxidative induction time (OIT) after 90 days, percent a) Standard OIT or b) High pressure OIT) |
- |
0 |
|
- |
| 3.3- Table 1 - xx)(Stress crack resistance) |
- |
0 |
|
- |
| 3.3- Table 1 - xxi)(Abrasion resistance) |
- |
0 |
|
- |
| 3.3- Table 1 - xxii)(Ash content, Max) |
- |
0 |
|
- |
| 4(TYPES OF GEOGRIDS - a) Type I b) Type II c) Type III d) Type IV e) Type V f) Type VI) |
- |
0 |
|
- |
| 5.1(REQUIREMENTS - Workmanship) |
- |
0 |
|
- |
| 5.2(REQUIREMENTS - Joints/Seams) |
- |
0 |
|
- |
| 5.4-Table 2- i)(Requirements of Reinforced HDPE Membranes after Treating Against Chemicals - Change in weight) |
- |
0 |
|
- |
| 5.4-Table 2- ii)(Requirements of Reinforced HDPE Membranes after Treating Against Chemicals - Change in volume) |
- |
0 |
|
- |
| 5.4-Table 2- iii)(Requirements of Reinforced HDPE Membranes after Treating Against Chemicals - Visual observations) |
- |
0 |
|
- |
| 5.4-Table 2- iv)(Requirements of Reinforced HDPE Membranes after Treating Against Chemicals - Change in tensile strength) |
- |
0 |
|
- |
| 5.4-Table 2- v)(Requirements of Reinforced HDPE Membranes after Treating Against Chemicals - Change in elongation) |
- |
0 |
|
- |
| 5.4-Table 2- vi)(Requirements of Reinforced HDPE Membranes after Treating Against Chemicals - Change in 2 percent secant modulus) |
- |
0 |
|
- |
| 5.4-Table 2- vii)(Requirements of Reinforced HDPE Membranes after Treating Against Chemicals - Change in seam strength) |
- |
0 |
|
- |
| 6(PACKING AND MARKING) |
- |
0 |
|
- |
| Clause No. 3.1(Reinforced HDPE Membrane) |
- |
0 |
|
- |
| Clause No. 5.3, Table No. 1, (i)(Thickness (mm)) |
- |
0 |
|
- |
| Clause No. 5.3, Table No. 1, (ii)(Mass (g/m2)) |
- |
0 |
|
- |
| Clause No. 5.3, Table No. 1, (iii)(Dimensions (length and width)) |
- |
0 |
|
- |
| Clause No. 3.1, Table No. 1, (iv)(Carbon black content, percent) |
- |
0 |
|
- |
| Clause No. 3.1, Table No. 1, (v)(Carbon black dispersion) |
- |
0 |
|
- |
| Clause No. 5.3, Table No. 1, (vi)(Breaking load on 20 cm × 10 cm strip before UV exposure, N) |
- |
0 |
|
- |
| Clause No. 5.3, Table No. 1, (vii)(Strain at maximum load, percent) |
- |
0 |
|
- |
| Clause No. 5.3, Table No. 1, (viii)(Retention of breaking load on 20 cm × 10 cm strip after UV exposure of 144 h) |
- |
0 |
|
- |
| Clause No. 5.3, Table No. 1, (ix)(Impact failure load, at 1524 mm drop, Min gram force at 50 percent failure) |
- |
0 |
|
- |
| Clause No. 5.3, Table No. 1, (x)(Tear resistance, N) |
- |
0 |
|
- |
| Clause No. 5.3, Table No. 1, (x)(Tear resistance, N) |
- |
0 |
|
- |
| Clause No. 5.3, Table No. 1, (xi)(Puncture resistance, N) |
- |
0 |
|
- |
| Clause No. 5.3, Table No. 1, (xii)(Bursting strength (Ball burst), N/cm2) |
- |
0 |
|
- |
| Clause No. 5.3, Table No. 1, (xiii)(Seam strength before UV exposure, N/mm) |
- |
0 |
|
- |
| Clause No. 5.3, Table No. 1, (xiv)(Seam strength after UV exposure of 144 h, N/mm) |
- |
0 |
|
- |
| Clause No. 5.3, Table No. 1, (xv)(Hydrostatic resistance before UV exposure, kg/cm2) |
- |
0 |
|
- |
| Clause No. 5.3, Table No. 1, (xvi)(Hydrostatic resistance after UV exposure of 144 h, kg/cm2) |
- |
0 |
|
- |
| Clause No. 5.3, Table No. 1, (xvii)(Low temperature crack resistance at minus 30 °C ± 1°C) |
- |
0 |
|
- |
| Clause No. 5.3, Table No. 1, (xviii)(Oxidative induction time (OIT), minutes, (a) Standard OIT or (b) High Pressure OIT) |
- |
0 |
|
- |
| Clause No. 5.3, Table No. 1, (xix)(Oven ageing at 85°C, Retention of oxidative induction time (OIT) after 90 days, percent, (a) Standard OIT or (b) High Pressure OIT) |
- |
0 |
|
- |
| Clause No. 5.3, Table No. 1, (xx)(Stress crack resistance, h) |
- |
0 |
|
- |
| Clause No. 5.3, Table No. 1, (xxi)(Abrasion resistance) |
- |
0 |
|
- |
| Clause No. 5.3, Table No. 1, (xxii)(Ash content, percent) |
- |
0 |
|
- |
| Clause No. 5.4, Table No. 2, (i)(Change in weight, percent) |
- |
0 |
|
- |
| Clause No. 5.4, Table No. 2, (ii)(Change in volume, percent) |
- |
0 |
|
- |
| Clause No. 5.4, Table No. 2, (iii)(Visual observations) |
- |
0 |
|
- |
| Clause No. 5.4, Table No. 2, (iv)(Change in tensile strength, percent) |
- |
0 |
|
- |
| Clause No. 5.4, Table No. 2, (v)(Change in elongation, percent) |
- |
0 |
|
- |
| Clause No. 5.4, Table No. 2, (vi)(Change in 2 percent secant modulus, percent) |
- |
0 |
|
- |
| Clause No. 5.4, Table No. 2, (vii)(Change in seam strength, percent) |
- |
0 |
|
- |
| 3.1(MATERIAL AND MANUFACTURE - -HDPE membrane -UV stablised or carbon black stablised LDPE or LLDPE shall contain minimum 2.5 percent of carbon black) |
- |
0 |
|
- |
| 3.2(MATERIAL AND MANUFACTURE - A suitable multi-layer membrane with adequate number of layers shall be produced using a combination of HDPE fabric and layers of coating film) |
- |
0 |
|
- |
| 3.3- Table 1 - i)(Thickness (mm)) |
- |
0 |
|
- |
| 3.3- Table 1 - ii)(Mass (g/m2)) |
- |
0 |
|
- |
| 3.3- Table 1 - iii)(Dimensions (length and width)) |
- |
0 |
|
- |
| 3.3- Table 1 - iv)(Carbon black content, percent) |
- |
0 |
|
- |
| 3.3- Table 1 - v)(Carbon black dispersion) |
- |
0 |
|
- |
| 3.3- Table 1 - vi)("Breaking load on 20 cm × 10 cm strip before UV exposure, N, Min
a) Warp way b) Weft way") |
- |
0 |
|
- |
| 3.3- Table 1 - vii)(Strain at maximum load) |
- |
0 |
|
- |
| 3.3- Table 1 - viii)(Retention of breaking load on 20 cm × 10 cm strip after UV exposure of 144 h a) Warp way b) Weft way) |
- |
0 |
|
- |
| 3.3- Table 1 - ix)(Impact failure load, at 1524 mm drop, Min gram force at 50 percent failure) |
- |
0 |
|
- |
| 3.3- Table 1 - x)(Tear resistance, N) |
- |
0 |
|
- |
| 3.3- Table 1 - xi)(Puncture resistance, N) |
- |
0 |
|
- |
| 3.3- Table 1 - xii)(Bursting strength (Ball burst), N/cm2) |
- |
0 |
|
- |
| 3.3- Table 1 - xiii)(Seam strength before UV exposure, N/ mm) |
- |
0 |
|
- |
| 3.3- Table 1 - xiv)(Seam strength after UV exposure of 144 h, N/mm) |
- |
0 |
|
- |
| 3.3- Table 1 - xv)(Hydrostatic resistance before UV exposure, kg/cm2 ,) |
- |
0 |
|
- |
| 3.3- Table 1 - xvi)(Hydrostatic resistance after UV exposure of 144 h, kg/cm2) |
- |
0 |
|
- |
| 3.3- Table 1 - xvii)("Low temperature crack resistance at
minus 30 °C ± 1°C") |
- |
0 |
|
- |
| 3.3- Table 1 - xviii)(Oxidative induction time (OIT), minutes a) Standard OIT or b) High pressure OIT) |
- |
0 |
|
- |
| 3.3- Table 1 - xix)(Oven ageing at 85°C, Retention of oxidative induction time (OIT) after 90 days, percent a) Standard OIT or b) High pressure OIT) |
- |
0 |
|
- |
| 3.3- Table 1 - xx)(Stress crack resistance) |
- |
0 |
|
- |
| 3.3- Table 1 - xxi)(Abrasion resistance) |
- |
0 |
|
- |
| 3.3- Table 1 - xxii)(Ash content, Max) |
- |
0 |
|
- |
| 4(TYPES OF GEOGRIDS - a) Type I b) Type II c) Type III d) Type IV e) Type V f) Type VI) |
- |
0 |
|
- |
| 5.1(REQUIREMENTS - Workmanship) |
- |
0 |
|
- |
| 5.2(REQUIREMENTS - Joints/Seams) |
- |
0 |
|
- |
| 5.4-Table 2- i)(Requirements of Reinforced HDPE Membranes after Treating Against Chemicals - Change in weight) |
- |
0 |
|
- |
| 5.4-Table 2- ii)(Requirements of Reinforced HDPE Membranes after Treating Against Chemicals - Change in volume) |
- |
0 |
|
- |
| 5.4-Table 2- iii)(Requirements of Reinforced HDPE Membranes after Treating Against Chemicals - Visual observations) |
- |
0 |
|
- |
| 5.4-Table 2- iv)(Requirements of Reinforced HDPE Membranes after Treating Against Chemicals - Change in tensile strength) |
- |
0 |
|
- |
| 5.4-Table 2- v)(Requirements of Reinforced HDPE Membranes after Treating Against Chemicals - Change in elongation) |
- |
0 |
|
- |
| 5.4-Table 2- vi)(Requirements of Reinforced HDPE Membranes after Treating Against Chemicals - Change in 2 percent secant modulus) |
- |
0 |
|
- |
| 5.4-Table 2- vii)(Requirements of Reinforced HDPE Membranes after Treating Against Chemicals - Change in seam strength) |
- |
0 |
|
- |
| 6(PACKING AND MARKING) |
- |
0 |
|
- |
|
- |
- Included w.e.f 02.06.2025 |
| 149 |
IS 17483 : Part 2 (2020) |
Geosynthetics - Geocells - Specification Part 2 Slope Erosion Protection Application |
All Grade |
165000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 1(Density- IS 13360 (part-3) sec-10) |
- |
500 |
|
- |
| 1(Environmental stress crack resistance – Notched constant tensile load (ESCR - NCTL), 400 h- IS 16346) |
- |
5000 |
|
- |
| 1(Environmental stress crack resistance (ESCR), 5000 h - IS 17483 (part-2) Annex C) |
- |
5000 |
|
- |
| 1(Carbon black content- IS 2530) |
- |
1000 |
|
- |
| 1(cell wall thickness at a pressure of 2 ± 0.01 kPa- IS 13162 (part-3)) |
- |
500 |
|
- |
| 1("Seam peel-strength per 25 mm of cell depth-
IS 17369 (part-1) method-B") |
- |
500 |
|
- |
| 1("Seam weld hang strength for 100 mm of seam weld under constant
dead weight of 72.5 kg for 7 days at 54 ± 2 °C-
IS 17483 (part-2)Annex D") |
- |
20000 |
|
- |
| 1("Retention of breaking strength after UV exposure of 500 h-
IS 17483 (part-2) Annex-E") |
- |
40000 |
|
- |
| Clause No. 5.2(Dimensions) |
- |
500 |
|
- |
| Clause No. 5.4(Perforations) |
- |
500 |
|
- |
| Clause No. 5.5(Seam Weld) |
- |
500 |
|
- |
| Clause No. 5.3(Surface density of indentation) |
- |
500 |
|
- |
| Clause No. 5.3(Asperity height) |
- |
500 |
|
- |
| Clause No. 6.2, Table No. 1 (i)(Density, g/cm3) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (ii)(Environmental stress crack resistance – Notched constant tensile load (ESCR - NCTL), 400 h) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (iii)(Environmental stress crack resistance (ESCR), 5000 h) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (iv)(Carbon black content, percent) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (v)(Post texturing strip/cell wall thickness at a pressure of 2 ± 0.01 kPa, mm) |
- |
500 |
|
- |
| Clause No. 6.2, Table No. 1 (vi)(Seam peel-strength per 25 mm of cell depth, N) |
- |
500 |
|
- |
| Clause No. 6.2, Table No. 1 (vii)(Seam weld hang strength for 100 mm of seam weld under constantdead weight of 72.5 kg for 7 days at 54 ± 2 °C) |
- |
20000 |
|
- |
| Clause No. 6.2, Table No. 1 (viii)(Resistance to oxidation, Retained tensile strength, percent) |
- |
70000 |
|
- |
| Clause No. 6.2, Table No. 1 (ix)(Retention of breaking strength after UV exposure of 500 h) |
- |
40000 |
|
- |
| Clause No. 6.2, Table No. 1 (x)(Friction efficiency, percent) |
- |
5000 |
|
- |
| Clause No. 6.2, Table No. 1 (xi)(Standard oxidative induction time, minutes) |
- |
10000 |
|
- |
| Clause No. 5.2(Dimensions) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (xii)(High pressure oxidative induction time, minutes) |
- |
0 |
|
- |
| Clause No. 5.4(Perforations) |
- |
0 |
|
- |
| Clause No. 8(Geocells panel packaging) |
- |
500 |
|
- |
| Clause No. 5.5(Seam Weld) |
- |
0 |
|
- |
| Clause No. 5.3(Surface density of indentation) |
- |
500 |
|
- |
| Clause No. 9.1(Geocells labelling, shipment, storage and handling) |
- |
1000 |
|
- |
| Clause No. 5.3(Asperity height) |
- |
500 |
|
- |
| Clause No. 6.2, Table No. 1 (i)(Density, g/cm3) |
- |
500 |
|
- |
| Clause No. 6.2, Table No. 1 (ii)(Environmental stress crack resistance – Notched constant tensile load (ESCR - NCTL), 400 h) |
- |
5000 |
|
- |
| Clause No. 6.2, Table No. 1 (iv)(Carbon black content, percent) |
- |
1000 |
|
- |
| Clause No. 6.2, Table No. 1 (v)(Post texturing strip/cell wall thickness at a pressure of 2 ± 0.01 kPa, mm) |
- |
500 |
|
- |
| Clause No. 6.2, Table No. 1 (vi)(Seam peel-strength per 25 mm of cell depth, N) |
- |
500 |
|
- |
| Clause No. 6.2, Table No. 1 (vii)(Seam weld hang strength for 100 mm of seam weld under constantdead weight of 72.5 kg for 7 days at 54 ± 2 °C) |
- |
20000 |
|
- |
| Clause No. 6.2, Table No. 1 (viii)(Resistance to oxidation, Retained tensile strength, percent) |
- |
70000 |
|
- |
| Clause No. 6.2, Table No. 1 (ix)(Retention of breaking strength after UV exposure of 500 h) |
- |
40000 |
|
- |
| Clause No. 6.2, Table No. 1 (x)(Friction efficiency, percent) |
- |
5000 |
|
- |
| Clause No. 6.2, Table No. 1 (xi)(Standard oxidative induction time, minutes) |
- |
10000 |
|
- |
| Clause No. 6.2, Table No. 1 (xii)(High pressure oxidative induction time, minutes) |
- |
0 |
|
- |
| Clause No. 8(Geocells panel packaging) |
- |
500 |
|
- |
| Clause No. 9.1(Geocells labelling, shipment, storage and handling) |
- |
1000 |
|
- |
| 1("Friction efficiency-
IS 17483 (part-2)Annex F") |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (iii)(Environmental stress crack resistance (ESCR), 5000 h) |
- |
0 |
|
- |
| 1(Density- IS 13360 (part-3) sec-10) |
- |
0 |
|
- |
| 1(Environmental stress crack resistance – Notched constant tensile load (ESCR - NCTL), 400 h- IS 16346) |
- |
0 |
|
- |
| 1(Environmental stress crack resistance (ESCR), 5000 h - IS 17483 (part-2) Annex C) |
- |
0 |
|
- |
| 1(Carbon black content- IS 2530) |
- |
0 |
|
- |
| 1(cell wall thickness at a pressure of 2 ± 0.01 kPa- IS 13162 (part-3)) |
- |
0 |
|
- |
| 1("Seam peel-strength per 25 mm of cell depth-
IS 17369 (part-1) method-B") |
- |
0 |
|
- |
| 1("Seam weld hang strength for 100 mm of seam weld under constant
dead weight of 72.5 kg for 7 days at 54 ± 2 °C-
IS 17483 (part-2)Annex D") |
- |
0 |
|
- |
| 1("Retention of breaking strength after UV exposure of 500 h-
IS 17483 (part-2) Annex-E") |
- |
0 |
|
- |
| Clause No. 5.2(Dimensions) |
- |
0 |
|
- |
| Clause No. 5.4(Perforations) |
- |
0 |
|
- |
| Clause No. 5.5(Seam Weld) |
- |
0 |
|
- |
| Clause No. 5.3(Surface density of indentation) |
- |
0 |
|
- |
| Clause No. 5.3(Asperity height) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (i)(Density, g/cm3) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (ii)(Environmental stress crack resistance – Notched constant tensile load (ESCR - NCTL), 400 h) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (iii)(Environmental stress crack resistance (ESCR), 5000 h) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (iv)(Carbon black content, percent) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (v)(Post texturing strip/cell wall thickness at a pressure of 2 ± 0.01 kPa, mm) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (vi)(Seam peel-strength per 25 mm of cell depth, N) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (vii)(Seam weld hang strength for 100 mm of seam weld under constantdead weight of 72.5 kg for 7 days at 54 ± 2 °C) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (viii)(Resistance to oxidation, Retained tensile strength, percent) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (ix)(Retention of breaking strength after UV exposure of 500 h) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (x)(Friction efficiency, percent) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (xi)(Standard oxidative induction time, minutes) |
- |
0 |
|
- |
| Clause No. 5.2(Dimensions) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (xii)(High pressure oxidative induction time, minutes) |
- |
0 |
|
- |
| Clause No. 5.4(Perforations) |
- |
0 |
|
- |
| Clause No. 8(Geocells panel packaging) |
- |
0 |
|
- |
| Clause No. 5.5(Seam Weld) |
- |
0 |
|
- |
| Clause No. 5.3(Surface density of indentation) |
- |
0 |
|
- |
| Clause No. 9.1(Geocells labelling, shipment, storage and handling) |
- |
0 |
|
- |
| Clause No. 5.3(Asperity height) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (i)(Density, g/cm3) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (ii)(Environmental stress crack resistance – Notched constant tensile load (ESCR - NCTL), 400 h) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (iv)(Carbon black content, percent) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (v)(Post texturing strip/cell wall thickness at a pressure of 2 ± 0.01 kPa, mm) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (vi)(Seam peel-strength per 25 mm of cell depth, N) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (vii)(Seam weld hang strength for 100 mm of seam weld under constantdead weight of 72.5 kg for 7 days at 54 ± 2 °C) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (viii)(Resistance to oxidation, Retained tensile strength, percent) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (ix)(Retention of breaking strength after UV exposure of 500 h) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (x)(Friction efficiency, percent) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (xi)(Standard oxidative induction time, minutes) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (xii)(High pressure oxidative induction time, minutes) |
- |
0 |
|
- |
| Clause No. 8(Geocells panel packaging) |
- |
0 |
|
- |
| Clause No. 9.1(Geocells labelling, shipment, storage and handling) |
- |
0 |
|
- |
| 1("Friction efficiency-
IS 17483 (part-2)Annex F") |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (iii)(Environmental stress crack resistance (ESCR), 5000 h) |
- |
0 |
|
- |
| 1(Density- IS 13360 (part-3) sec-10) |
- |
0 |
|
- |
| 1(Environmental stress crack resistance – Notched constant tensile load (ESCR - NCTL), 400 h- IS 16346) |
- |
0 |
|
- |
| 1(Environmental stress crack resistance (ESCR), 5000 h - IS 17483 (part-2) Annex C) |
- |
0 |
|
- |
| 1(Carbon black content- IS 2530) |
- |
0 |
|
- |
| 1(cell wall thickness at a pressure of 2 ± 0.01 kPa- IS 13162 (part-3)) |
- |
0 |
|
- |
| 1("Seam peel-strength per 25 mm of cell depth-
IS 17369 (part-1) method-B") |
- |
0 |
|
- |
| 1("Seam weld hang strength for 100 mm of seam weld under constant
dead weight of 72.5 kg for 7 days at 54 ± 2 °C-
IS 17483 (part-2)Annex D") |
- |
0 |
|
- |
| 1("Retention of breaking strength after UV exposure of 500 h-
IS 17483 (part-2) Annex-E") |
- |
0 |
|
- |
| Clause No. 5.2(Dimensions) |
- |
0 |
|
- |
| Clause No. 5.4(Perforations) |
- |
0 |
|
- |
| Clause No. 5.5(Seam Weld) |
- |
0 |
|
- |
| Clause No. 5.3(Surface density of indentation) |
- |
0 |
|
- |
| Clause No. 5.3(Asperity height) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (i)(Density, g/cm3) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (ii)(Environmental stress crack resistance – Notched constant tensile load (ESCR - NCTL), 400 h) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (iii)(Environmental stress crack resistance (ESCR), 5000 h) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (iv)(Carbon black content, percent) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (v)(Post texturing strip/cell wall thickness at a pressure of 2 ± 0.01 kPa, mm) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (vi)(Seam peel-strength per 25 mm of cell depth, N) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (vii)(Seam weld hang strength for 100 mm of seam weld under constantdead weight of 72.5 kg for 7 days at 54 ± 2 °C) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (viii)(Resistance to oxidation, Retained tensile strength, percent) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (ix)(Retention of breaking strength after UV exposure of 500 h) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (x)(Friction efficiency, percent) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (xi)(Standard oxidative induction time, minutes) |
- |
0 |
|
- |
| Clause No. 5.2(Dimensions) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (xii)(High pressure oxidative induction time, minutes) |
- |
0 |
|
- |
| Clause No. 5.4(Perforations) |
- |
0 |
|
- |
| Clause No. 8(Geocells panel packaging) |
- |
0 |
|
- |
| Clause No. 5.5(Seam Weld) |
- |
0 |
|
- |
| Clause No. 5.3(Surface density of indentation) |
- |
0 |
|
- |
| Clause No. 9.1(Geocells labelling, shipment, storage and handling) |
- |
0 |
|
- |
| Clause No. 5.3(Asperity height) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (i)(Density, g/cm3) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (ii)(Environmental stress crack resistance – Notched constant tensile load (ESCR - NCTL), 400 h) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (iv)(Carbon black content, percent) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (v)(Post texturing strip/cell wall thickness at a pressure of 2 ± 0.01 kPa, mm) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (vi)(Seam peel-strength per 25 mm of cell depth, N) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (vii)(Seam weld hang strength for 100 mm of seam weld under constantdead weight of 72.5 kg for 7 days at 54 ± 2 °C) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (viii)(Resistance to oxidation, Retained tensile strength, percent) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (ix)(Retention of breaking strength after UV exposure of 500 h) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (x)(Friction efficiency, percent) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (xi)(Standard oxidative induction time, minutes) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (xii)(High pressure oxidative induction time, minutes) |
- |
0 |
|
- |
| Clause No. 8(Geocells panel packaging) |
- |
0 |
|
- |
| Clause No. 9.1(Geocells labelling, shipment, storage and handling) |
- |
0 |
|
- |
| 1("Friction efficiency-
IS 17483 (part-2)Annex F") |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (iii)(Environmental stress crack resistance (ESCR), 5000 h) |
- |
0 |
|
- |
| 1(Density- IS 13360 (part-3) sec-10) |
- |
0 |
|
- |
| 1(Environmental stress crack resistance – Notched constant tensile load (ESCR - NCTL), 400 h- IS 16346) |
- |
0 |
|
- |
| 1(Environmental stress crack resistance (ESCR), 5000 h - IS 17483 (part-2) Annex C) |
- |
0 |
|
- |
| 1(Carbon black content- IS 2530) |
- |
0 |
|
- |
| 1(cell wall thickness at a pressure of 2 ± 0.01 kPa- IS 13162 (part-3)) |
- |
0 |
|
- |
| 1("Seam peel-strength per 25 mm of cell depth-
IS 17369 (part-1) method-B") |
- |
0 |
|
- |
| 1("Seam weld hang strength for 100 mm of seam weld under constant
dead weight of 72.5 kg for 7 days at 54 ± 2 °C-
IS 17483 (part-2)Annex D") |
- |
0 |
|
- |
| 1("Retention of breaking strength after UV exposure of 500 h-
IS 17483 (part-2) Annex-E") |
- |
0 |
|
- |
| Clause No. 5.2(Dimensions) |
- |
0 |
|
- |
| Clause No. 5.4(Perforations) |
- |
0 |
|
- |
| Clause No. 5.5(Seam Weld) |
- |
0 |
|
- |
| Clause No. 5.3(Surface density of indentation) |
- |
0 |
|
- |
| Clause No. 5.3(Asperity height) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (i)(Density, g/cm3) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (ii)(Environmental stress crack resistance – Notched constant tensile load (ESCR - NCTL), 400 h) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (iii)(Environmental stress crack resistance (ESCR), 5000 h) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (iv)(Carbon black content, percent) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (v)(Post texturing strip/cell wall thickness at a pressure of 2 ± 0.01 kPa, mm) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (vi)(Seam peel-strength per 25 mm of cell depth, N) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (vii)(Seam weld hang strength for 100 mm of seam weld under constantdead weight of 72.5 kg for 7 days at 54 ± 2 °C) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (viii)(Resistance to oxidation, Retained tensile strength, percent) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (ix)(Retention of breaking strength after UV exposure of 500 h) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (x)(Friction efficiency, percent) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (xi)(Standard oxidative induction time, minutes) |
- |
0 |
|
- |
| Clause No. 5.2(Dimensions) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (xii)(High pressure oxidative induction time, minutes) |
- |
0 |
|
- |
| Clause No. 5.4(Perforations) |
- |
0 |
|
- |
| Clause No. 8(Geocells panel packaging) |
- |
0 |
|
- |
| Clause No. 5.5(Seam Weld) |
- |
0 |
|
- |
| Clause No. 5.3(Surface density of indentation) |
- |
0 |
|
- |
| Clause No. 9.1(Geocells labelling, shipment, storage and handling) |
- |
0 |
|
- |
| Clause No. 5.3(Asperity height) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (i)(Density, g/cm3) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (ii)(Environmental stress crack resistance – Notched constant tensile load (ESCR - NCTL), 400 h) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (iv)(Carbon black content, percent) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (v)(Post texturing strip/cell wall thickness at a pressure of 2 ± 0.01 kPa, mm) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (vi)(Seam peel-strength per 25 mm of cell depth, N) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (vii)(Seam weld hang strength for 100 mm of seam weld under constantdead weight of 72.5 kg for 7 days at 54 ± 2 °C) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (viii)(Resistance to oxidation, Retained tensile strength, percent) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (ix)(Retention of breaking strength after UV exposure of 500 h) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (x)(Friction efficiency, percent) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (xi)(Standard oxidative induction time, minutes) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (xii)(High pressure oxidative induction time, minutes) |
- |
0 |
|
- |
| Clause No. 8(Geocells panel packaging) |
- |
0 |
|
- |
| Clause No. 9.1(Geocells labelling, shipment, storage and handling) |
- |
0 |
|
- |
| 1("Friction efficiency-
IS 17483 (part-2)Annex F") |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (iii)(Environmental stress crack resistance (ESCR), 5000 h) |
- |
0 |
|
- |
| 1(Density- IS 13360 (part-3) sec-10) |
- |
0 |
|
- |
| 1(Environmental stress crack resistance – Notched constant tensile load (ESCR - NCTL), 400 h- IS 16346) |
- |
0 |
|
- |
| 1(Environmental stress crack resistance (ESCR), 5000 h - IS 17483 (part-2) Annex C) |
- |
0 |
|
- |
| 1(Carbon black content- IS 2530) |
- |
0 |
|
- |
| 1(cell wall thickness at a pressure of 2 ± 0.01 kPa- IS 13162 (part-3)) |
- |
0 |
|
- |
| 1("Seam peel-strength per 25 mm of cell depth-
IS 17369 (part-1) method-B") |
- |
0 |
|
- |
| 1("Seam weld hang strength for 100 mm of seam weld under constant
dead weight of 72.5 kg for 7 days at 54 ± 2 °C-
IS 17483 (part-2)Annex D") |
- |
0 |
|
- |
| 1("Retention of breaking strength after UV exposure of 500 h-
IS 17483 (part-2) Annex-E") |
- |
0 |
|
- |
| Clause No. 5.2(Dimensions) |
- |
0 |
|
- |
| Clause No. 5.4(Perforations) |
- |
0 |
|
- |
| Clause No. 5.5(Seam Weld) |
- |
0 |
|
- |
| Clause No. 5.3(Surface density of indentation) |
- |
0 |
|
- |
| Clause No. 5.3(Asperity height) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (i)(Density, g/cm3) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (ii)(Environmental stress crack resistance – Notched constant tensile load (ESCR - NCTL), 400 h) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (iii)(Environmental stress crack resistance (ESCR), 5000 h) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (iv)(Carbon black content, percent) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (v)(Post texturing strip/cell wall thickness at a pressure of 2 ± 0.01 kPa, mm) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (vi)(Seam peel-strength per 25 mm of cell depth, N) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (vii)(Seam weld hang strength for 100 mm of seam weld under constantdead weight of 72.5 kg for 7 days at 54 ± 2 °C) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (viii)(Resistance to oxidation, Retained tensile strength, percent) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (ix)(Retention of breaking strength after UV exposure of 500 h) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (x)(Friction efficiency, percent) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (xi)(Standard oxidative induction time, minutes) |
- |
0 |
|
- |
| Clause No. 5.2(Dimensions) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (xii)(High pressure oxidative induction time, minutes) |
- |
0 |
|
- |
| Clause No. 5.4(Perforations) |
- |
0 |
|
- |
| Clause No. 8(Geocells panel packaging) |
- |
0 |
|
- |
| Clause No. 5.5(Seam Weld) |
- |
0 |
|
- |
| Clause No. 5.3(Surface density of indentation) |
- |
0 |
|
- |
| Clause No. 9.1(Geocells labelling, shipment, storage and handling) |
- |
0 |
|
- |
| Clause No. 5.3(Asperity height) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (i)(Density, g/cm3) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (ii)(Environmental stress crack resistance – Notched constant tensile load (ESCR - NCTL), 400 h) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (iv)(Carbon black content, percent) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (v)(Post texturing strip/cell wall thickness at a pressure of 2 ± 0.01 kPa, mm) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (vi)(Seam peel-strength per 25 mm of cell depth, N) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (vii)(Seam weld hang strength for 100 mm of seam weld under constantdead weight of 72.5 kg for 7 days at 54 ± 2 °C) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (viii)(Resistance to oxidation, Retained tensile strength, percent) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (ix)(Retention of breaking strength after UV exposure of 500 h) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (x)(Friction efficiency, percent) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (xi)(Standard oxidative induction time, minutes) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (xii)(High pressure oxidative induction time, minutes) |
- |
0 |
|
- |
| Clause No. 8(Geocells panel packaging) |
- |
0 |
|
- |
| Clause No. 9.1(Geocells labelling, shipment, storage and handling) |
- |
0 |
|
- |
| 1("Friction efficiency-
IS 17483 (part-2)Annex F") |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (iii)(Environmental stress crack resistance (ESCR), 5000 h) |
- |
0 |
|
- |
|
- |
- Included w.e.f.23.07.2025
Exclusion
Clause No. 6.2, Table No. 1 (xii) (High pressure oxidative induction time, minutes)
Clause No. 6.2, Table No. 1 (xii) (High pressure oxidative induction time, minutes) |
| 150 |
IS 17483 : Part 1 (2020) |
Geosynthetics - Geocells - Specification Part 1 Load Bearing Application |
All type |
165000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 1(Density- IS 13360 (part-3) sec-10) |
- |
500 |
|
- |
| 1(Environmental stress crack resistance – Notched constant tensile load (ESCR - NCTL), 400 h- IS 16346) |
- |
5000 |
|
- |
| 1(Environmental stress crack resistance (ESCR), 5000 h - IS 17483 (part-1) Annex C) |
- |
5000 |
|
- |
| 1(Carbon black content- IS 2530) |
- |
1000 |
|
- |
| 1(cell wall thickness at a pressure of 2 ± 0.01 kPa- IS 13162 (part-3)) |
- |
500 |
|
- |
| 1("Seam peel-strength per 25 mm of cell depth-
IS 17369 (part-1) method-B") |
- |
500 |
|
- |
| 1("Seam weld hang strength for 100 mm of seam weld under constant
dead weight of 72.5 kg for 7 days at 54 ± 2 °C-
IS 17483 (part-1)Annex D") |
- |
0 |
|
- |
| 1("Retention of breaking strength after UV exposure of 500 h-
IS 17483 (part-1) Annex-E") |
- |
40000 |
|
- |
| 1("Friction efficiency-
IS 17483 (part-1)Annex F") |
- |
5000 |
|
- |
| Clause No. 5.2(Dimensions) |
- |
500 |
|
- |
| Clause No. 5.4(Perforations) |
- |
500 |
|
- |
| Clause No. 5.5(Seam Weld) |
- |
500 |
|
- |
| Clause No. 5.3(Surface density of indentation) |
- |
500 |
|
- |
| Clause No. 5.3(Asperity height) |
- |
500 |
|
- |
| Clause No. 6.2, Table No. 1 (i)(Density, g/cm3) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (ii)(Environmental stress crack resistance – Notched constant tensile load (ESCR - NCTL), 400 h) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (iii)(Environmental stress crack resistance (ESCR), 5000 h) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (iv)(Carbon black content, percent) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (v)(Post texturing strip/cell wall thickness at a pressure of 2 ± 0.01 kPa, mm) |
- |
500 |
|
- |
| Clause No. 6.2, Table No. 1 (vi)(Seam peel-strength per 25 mm of cell depth, N) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (vii)(Seam weld hang strength for 100 mm of seam weld under constantdead weight of 72.5 kg for 7 days at 54 ± 2 °C) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (viii)(Resistance to oxidation, Retained tensile strength, percent) |
- |
65000 |
|
- |
| Clause No. 6.2, Table No. 1 (ix)(Retention of breaking strength after UV exposure of 500 h) |
- |
40000 |
|
- |
| Clause No. 6.2, Table No. 1 (x)(Friction efficiency, percent) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (xi)(Standard oxidative induction time, minutes) |
- |
10000 |
|
- |
| Clause No. 6.2, Table No. 1 (xii)(High pressure oxidative induction time, minutes) |
- |
0 |
|
- |
| Clause No. 8(Geocells panel packaging) |
- |
500 |
|
- |
| Clause No. 9.1(Geocells labelling, shipment, storage and handling) |
- |
1000 |
|
- |
| 6.2 Table 1(UV resistance strength retained after 500h exposure (Percent)) |
- |
0 |
|
- |
| 6.2 Table 1(Resistance to oxidation Retained strength %) |
- |
0 |
|
- |
| 6.2 Table 1(Density g/cc) |
- |
0 |
|
- |
| 6.2 Table 1(Environmental Stress crack resistance, Notch constant tensile load (ESCR-NCTL) 400h min) |
- |
0 |
|
- |
| 6.2 Table 1(Environmental Stress crack resistance, Notch constant tensile load (ESCR-NCTL) 400h min) |
- |
0 |
|
- |
| 6.2 Table 1(Carbon black content, Percent) |
- |
0 |
|
- |
| 6.2 Table 1(Post texturing strip/cell wall thickness at a pressure of 2 ± 0.01 kPa, mm) |
- |
0 |
|
- |
| 6.2 Table 1(Seam peel-strength per 25 mm of cell depth, N,) |
- |
0 |
|
- |
| 6.2 Table1(Seam weld hang strength for 100 mm of seam weld under constant dead weight of 72.5 kg for 7days at 54 C) |
- |
20000 |
|
- |
| 6.2 Table 1(Friction efficiency, percent) |
- |
5000 |
|
- |
| 6.2 Table 1(Standard Oxidation Induction time, min) |
- |
10000 |
|
- |
| 6.2 Table 1(High pressure oxidation induction time, min) |
- |
0 |
|
- |
| CL 6.1(Dimensional Stability) |
- |
500 |
|
- |
| CL 5.5(Seam weld width, mm) |
- |
500 |
|
- |
| CL 5.4(Perforation area %) |
- |
500 |
|
- |
| CL 5.3(Texture density per sq cm) |
- |
500 |
|
- |
| CL 5.2(Cell depth, Pocket size, mm) |
- |
500 |
|
- |
| CL 4.4(Resistnce to chemical retained strength %) |
- |
5000 |
|
- |
| 6.2 Table 1(Seam peel strength per 25 mm cell depth, N) |
- |
0 |
|
- |
| 6.2 Table 1(Environmental Stress crack resistance, ESCR 5000h) |
- |
0 |
|
- |
| 4.1(Material Identification) |
- |
500 |
|
- |
| 1(Density- IS 13360 (part-3) sec-10) |
- |
0 |
|
- |
| 1(Environmental stress crack resistance – Notched constant tensile load (ESCR - NCTL), 400 h- IS 16346) |
- |
0 |
|
- |
| 1(Environmental stress crack resistance (ESCR), 5000 h - IS 17483 (part-1) Annex C) |
- |
0 |
|
- |
| 1(Carbon black content- IS 2530) |
- |
0 |
|
- |
| 1(cell wall thickness at a pressure of 2 ± 0.01 kPa- IS 13162 (part-3)) |
- |
0 |
|
- |
| 1("Seam peel-strength per 25 mm of cell depth-
IS 17369 (part-1) method-B") |
- |
0 |
|
- |
| 1("Seam weld hang strength for 100 mm of seam weld under constant
dead weight of 72.5 kg for 7 days at 54 ± 2 °C-
IS 17483 (part-1)Annex D") |
- |
0 |
|
- |
| 1("Retention of breaking strength after UV exposure of 500 h-
IS 17483 (part-1) Annex-E") |
- |
0 |
|
- |
| 1("Friction efficiency-
IS 17483 (part-1)Annex F") |
- |
0 |
|
- |
| Clause No. 5.2(Dimensions) |
- |
0 |
|
- |
| Clause No. 5.4(Perforations) |
- |
0 |
|
- |
| Clause No. 5.5(Seam Weld) |
- |
0 |
|
- |
| Clause No. 5.3(Surface density of indentation) |
- |
0 |
|
- |
| Clause No. 5.3(Asperity height) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (i)(Density, g/cm3) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (ii)(Environmental stress crack resistance – Notched constant tensile load (ESCR - NCTL), 400 h) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (iii)(Environmental stress crack resistance (ESCR), 5000 h) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (iv)(Carbon black content, percent) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (v)(Post texturing strip/cell wall thickness at a pressure of 2 ± 0.01 kPa, mm) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (vi)(Seam peel-strength per 25 mm of cell depth, N) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (vii)(Seam weld hang strength for 100 mm of seam weld under constantdead weight of 72.5 kg for 7 days at 54 ± 2 °C) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (viii)(Resistance to oxidation, Retained tensile strength, percent) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (ix)(Retention of breaking strength after UV exposure of 500 h) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (x)(Friction efficiency, percent) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (xi)(Standard oxidative induction time, minutes) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (xii)(High pressure oxidative induction time, minutes) |
- |
0 |
|
- |
| Clause No. 8(Geocells panel packaging) |
- |
0 |
|
- |
| Clause No. 9.1(Geocells labelling, shipment, storage and handling) |
- |
0 |
|
- |
| 6.2 Table 1(UV resistance strength retained after 500h exposure (Percent)) |
- |
0 |
|
- |
| 6.2 Table 1(Resistance to oxidation Retained strength %) |
- |
0 |
|
- |
| 6.2 Table 1(Density g/cc) |
- |
0 |
|
- |
| 6.2 Table 1(Environmental Stress crack resistance, Notch constant tensile load (ESCR-NCTL) 400h min) |
- |
0 |
|
- |
| 6.2 Table 1(Environmental Stress crack resistance, Notch constant tensile load (ESCR-NCTL) 400h min) |
- |
0 |
|
- |
| 6.2 Table 1(Carbon black content, Percent) |
- |
0 |
|
- |
| 6.2 Table 1(Post texturing strip/cell wall thickness at a pressure of 2 ± 0.01 kPa, mm) |
- |
0 |
|
- |
| 6.2 Table 1(Seam peel-strength per 25 mm of cell depth, N,) |
- |
0 |
|
- |
| 6.2 Table1(Seam weld hang strength for 100 mm of seam weld under constant dead weight of 72.5 kg for 7days at 54 C) |
- |
0 |
|
- |
| 6.2 Table 1(Friction efficiency, percent) |
- |
0 |
|
- |
| 6.2 Table 1(Standard Oxidation Induction time, min) |
- |
0 |
|
- |
| 6.2 Table 1(High pressure oxidation induction time, min) |
- |
0 |
|
- |
| CL 6.1(Dimensional Stability) |
- |
0 |
|
- |
| CL 5.5(Seam weld width, mm) |
- |
0 |
|
- |
| CL 5.4(Perforation area %) |
- |
0 |
|
- |
| CL 5.3(Texture density per sq cm) |
- |
0 |
|
- |
| CL 5.2(Cell depth, Pocket size, mm) |
- |
0 |
|
- |
| CL 4.4(Resistnce to chemical retained strength %) |
- |
0 |
|
- |
| 6.2 Table 1(Seam peel strength per 25 mm cell depth, N) |
- |
0 |
|
- |
| 6.2 Table 1(Environmental Stress crack resistance, ESCR 5000h) |
- |
0 |
|
- |
| 4.1(Material Identification) |
- |
0 |
|
- |
| 1(Density- IS 13360 (part-3) sec-10) |
- |
0 |
|
- |
| 1(Environmental stress crack resistance – Notched constant tensile load (ESCR - NCTL), 400 h- IS 16346) |
- |
0 |
|
- |
| 1(Environmental stress crack resistance (ESCR), 5000 h - IS 17483 (part-1) Annex C) |
- |
0 |
|
- |
| 1(Carbon black content- IS 2530) |
- |
0 |
|
- |
| 1(cell wall thickness at a pressure of 2 ± 0.01 kPa- IS 13162 (part-3)) |
- |
0 |
|
- |
| 1("Seam peel-strength per 25 mm of cell depth-
IS 17369 (part-1) method-B") |
- |
0 |
|
- |
| 1("Seam weld hang strength for 100 mm of seam weld under constant
dead weight of 72.5 kg for 7 days at 54 ± 2 °C-
IS 17483 (part-1)Annex D") |
- |
0 |
|
- |
| 1("Retention of breaking strength after UV exposure of 500 h-
IS 17483 (part-1) Annex-E") |
- |
0 |
|
- |
| 1("Friction efficiency-
IS 17483 (part-1)Annex F") |
- |
0 |
|
- |
| Clause No. 5.2(Dimensions) |
- |
0 |
|
- |
| Clause No. 5.4(Perforations) |
- |
0 |
|
- |
| Clause No. 5.5(Seam Weld) |
- |
0 |
|
- |
| Clause No. 5.3(Surface density of indentation) |
- |
0 |
|
- |
| Clause No. 5.3(Asperity height) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (i)(Density, g/cm3) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (ii)(Environmental stress crack resistance – Notched constant tensile load (ESCR - NCTL), 400 h) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (iii)(Environmental stress crack resistance (ESCR), 5000 h) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (iv)(Carbon black content, percent) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (v)(Post texturing strip/cell wall thickness at a pressure of 2 ± 0.01 kPa, mm) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (vi)(Seam peel-strength per 25 mm of cell depth, N) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (vii)(Seam weld hang strength for 100 mm of seam weld under constantdead weight of 72.5 kg for 7 days at 54 ± 2 °C) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (viii)(Resistance to oxidation, Retained tensile strength, percent) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (ix)(Retention of breaking strength after UV exposure of 500 h) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (x)(Friction efficiency, percent) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (xi)(Standard oxidative induction time, minutes) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (xii)(High pressure oxidative induction time, minutes) |
- |
0 |
|
- |
| Clause No. 8(Geocells panel packaging) |
- |
0 |
|
- |
| Clause No. 9.1(Geocells labelling, shipment, storage and handling) |
- |
0 |
|
- |
| 6.2 Table 1(UV resistance strength retained after 500h exposure (Percent)) |
- |
0 |
|
- |
| 6.2 Table 1(Resistance to oxidation Retained strength %) |
- |
0 |
|
- |
| 6.2 Table 1(Density g/cc) |
- |
0 |
|
- |
| 6.2 Table 1(Environmental Stress crack resistance, Notch constant tensile load (ESCR-NCTL) 400h min) |
- |
0 |
|
- |
| 6.2 Table 1(Environmental Stress crack resistance, Notch constant tensile load (ESCR-NCTL) 400h min) |
- |
0 |
|
- |
| 6.2 Table 1(Carbon black content, Percent) |
- |
0 |
|
- |
| 6.2 Table 1(Post texturing strip/cell wall thickness at a pressure of 2 ± 0.01 kPa, mm) |
- |
0 |
|
- |
| 6.2 Table 1(Seam peel-strength per 25 mm of cell depth, N,) |
- |
0 |
|
- |
| 6.2 Table1(Seam weld hang strength for 100 mm of seam weld under constant dead weight of 72.5 kg for 7days at 54 C) |
- |
0 |
|
- |
| 6.2 Table 1(Friction efficiency, percent) |
- |
0 |
|
- |
| 6.2 Table 1(Standard Oxidation Induction time, min) |
- |
0 |
|
- |
| 6.2 Table 1(High pressure oxidation induction time, min) |
- |
0 |
|
- |
| CL 6.1(Dimensional Stability) |
- |
0 |
|
- |
| CL 5.5(Seam weld width, mm) |
- |
0 |
|
- |
| CL 5.4(Perforation area %) |
- |
0 |
|
- |
| CL 5.3(Texture density per sq cm) |
- |
0 |
|
- |
| CL 5.2(Cell depth, Pocket size, mm) |
- |
0 |
|
- |
| CL 4.4(Resistnce to chemical retained strength %) |
- |
0 |
|
- |
| 6.2 Table 1(Seam peel strength per 25 mm cell depth, N) |
- |
0 |
|
- |
| 6.2 Table 1(Environmental Stress crack resistance, ESCR 5000h) |
- |
0 |
|
- |
| 4.1(Material Identification) |
- |
0 |
|
- |
| 1(Density- IS 13360 (part-3) sec-10) |
- |
0 |
|
- |
| 1(Environmental stress crack resistance – Notched constant tensile load (ESCR - NCTL), 400 h- IS 16346) |
- |
0 |
|
- |
| 1(Environmental stress crack resistance (ESCR), 5000 h - IS 17483 (part-1) Annex C) |
- |
0 |
|
- |
| 1(Carbon black content- IS 2530) |
- |
0 |
|
- |
| 1(cell wall thickness at a pressure of 2 ± 0.01 kPa- IS 13162 (part-3)) |
- |
0 |
|
- |
| 1("Seam peel-strength per 25 mm of cell depth-
IS 17369 (part-1) method-B") |
- |
0 |
|
- |
| 1("Seam weld hang strength for 100 mm of seam weld under constant
dead weight of 72.5 kg for 7 days at 54 ± 2 °C-
IS 17483 (part-1)Annex D") |
- |
0 |
|
- |
| 1("Retention of breaking strength after UV exposure of 500 h-
IS 17483 (part-1) Annex-E") |
- |
0 |
|
- |
| 1("Friction efficiency-
IS 17483 (part-1)Annex F") |
- |
0 |
|
- |
| Clause No. 5.2(Dimensions) |
- |
0 |
|
- |
| Clause No. 5.4(Perforations) |
- |
0 |
|
- |
| Clause No. 5.5(Seam Weld) |
- |
0 |
|
- |
| Clause No. 5.3(Surface density of indentation) |
- |
0 |
|
- |
| Clause No. 5.3(Asperity height) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (i)(Density, g/cm3) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (ii)(Environmental stress crack resistance – Notched constant tensile load (ESCR - NCTL), 400 h) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (iii)(Environmental stress crack resistance (ESCR), 5000 h) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (iv)(Carbon black content, percent) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (v)(Post texturing strip/cell wall thickness at a pressure of 2 ± 0.01 kPa, mm) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (vi)(Seam peel-strength per 25 mm of cell depth, N) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (vii)(Seam weld hang strength for 100 mm of seam weld under constantdead weight of 72.5 kg for 7 days at 54 ± 2 °C) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (viii)(Resistance to oxidation, Retained tensile strength, percent) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (ix)(Retention of breaking strength after UV exposure of 500 h) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (x)(Friction efficiency, percent) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (xi)(Standard oxidative induction time, minutes) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (xii)(High pressure oxidative induction time, minutes) |
- |
0 |
|
- |
| Clause No. 8(Geocells panel packaging) |
- |
0 |
|
- |
| Clause No. 9.1(Geocells labelling, shipment, storage and handling) |
- |
0 |
|
- |
| 6.2 Table 1(UV resistance strength retained after 500h exposure (Percent)) |
- |
0 |
|
- |
| 6.2 Table 1(Resistance to oxidation Retained strength %) |
- |
0 |
|
- |
| 6.2 Table 1(Density g/cc) |
- |
0 |
|
- |
| 6.2 Table 1(Environmental Stress crack resistance, Notch constant tensile load (ESCR-NCTL) 400h min) |
- |
0 |
|
- |
| 6.2 Table 1(Environmental Stress crack resistance, Notch constant tensile load (ESCR-NCTL) 400h min) |
- |
0 |
|
- |
| 6.2 Table 1(Carbon black content, Percent) |
- |
0 |
|
- |
| 6.2 Table 1(Post texturing strip/cell wall thickness at a pressure of 2 ± 0.01 kPa, mm) |
- |
0 |
|
- |
| 6.2 Table 1(Seam peel-strength per 25 mm of cell depth, N,) |
- |
0 |
|
- |
| 6.2 Table1(Seam weld hang strength for 100 mm of seam weld under constant dead weight of 72.5 kg for 7days at 54 C) |
- |
0 |
|
- |
| 6.2 Table 1(Friction efficiency, percent) |
- |
0 |
|
- |
| 6.2 Table 1(Standard Oxidation Induction time, min) |
- |
0 |
|
- |
| 6.2 Table 1(High pressure oxidation induction time, min) |
- |
0 |
|
- |
| CL 6.1(Dimensional Stability) |
- |
0 |
|
- |
| CL 5.5(Seam weld width, mm) |
- |
0 |
|
- |
| CL 5.4(Perforation area %) |
- |
0 |
|
- |
| CL 5.3(Texture density per sq cm) |
- |
0 |
|
- |
| CL 5.2(Cell depth, Pocket size, mm) |
- |
0 |
|
- |
| CL 4.4(Resistnce to chemical retained strength %) |
- |
0 |
|
- |
| 6.2 Table 1(Seam peel strength per 25 mm cell depth, N) |
- |
0 |
|
- |
| 6.2 Table 1(Environmental Stress crack resistance, ESCR 5000h) |
- |
0 |
|
- |
| 4.1(Material Identification) |
- |
0 |
|
- |
| 1(Density- IS 13360 (part-3) sec-10) |
- |
0 |
|
` |
| 1(Environmental stress crack resistance – Notched constant tensile load (ESCR - NCTL), 400 h- IS 16346) |
- |
0 |
|
- |
| 1(Environmental stress crack resistance (ESCR), 5000 h - IS 17483 (part-1) Annex C) |
- |
0 |
|
- |
| 1(Carbon black content- IS 2530) |
- |
0 |
|
- |
| 1(cell wall thickness at a pressure of 2 ± 0.01 kPa- IS 13162 (part-3)) |
- |
0 |
|
- |
| 1("Seam peel-strength per 25 mm of cell depth-
IS 17369 (part-1) method-B") |
- |
0 |
|
- |
| 1("Seam weld hang strength for 100 mm of seam weld under constant
dead weight of 72.5 kg for 7 days at 54 ± 2 °C-
IS 17483 (part-1)Annex D") |
- |
0 |
|
- |
| 1("Retention of breaking strength after UV exposure of 500 h-
IS 17483 (part-1) Annex-E") |
- |
0 |
|
- |
| 1("Friction efficiency-
IS 17483 (part-1)Annex F") |
- |
0 |
|
- |
| Clause No. 5.2(Dimensions) |
- |
0 |
|
- |
| Clause No. 5.4(Perforations) |
- |
0 |
|
- |
| Clause No. 5.5(Seam Weld) |
- |
0 |
|
- |
| Clause No. 5.3(Surface density of indentation) |
- |
0 |
|
- |
| Clause No. 5.3(Asperity height) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (i)(Density, g/cm3) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (ii)(Environmental stress crack resistance – Notched constant tensile load (ESCR - NCTL), 400 h) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (iii)(Environmental stress crack resistance (ESCR), 5000 h) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (iv)(Carbon black content, percent) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (v)(Post texturing strip/cell wall thickness at a pressure of 2 ± 0.01 kPa, mm) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (vi)(Seam peel-strength per 25 mm of cell depth, N) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (vii)(Seam weld hang strength for 100 mm of seam weld under constantdead weight of 72.5 kg for 7 days at 54 ± 2 °C) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (viii)(Resistance to oxidation, Retained tensile strength, percent) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (ix)(Retention of breaking strength after UV exposure of 500 h) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (x)(Friction efficiency, percent) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (xi)(Standard oxidative induction time, minutes) |
- |
0 |
|
- |
| Clause No. 6.2, Table No. 1 (xii)(High pressure oxidative induction time, minutes) |
- |
0 |
|
- |
| Clause No. 8(Geocells panel packaging) |
- |
0 |
|
- |
| Clause No. 9.1(Geocells labelling, shipment, storage and handling) |
- |
0 |
|
- |
| 6.2 Table 1(UV resistance strength retained after 500h exposure (Percent)) |
- |
0 |
|
- |
| 6.2 Table 1(Resistance to oxidation Retained strength %) |
- |
0 |
|
- |
| 6.2 Table 1(Density g/cc) |
- |
0 |
|
- |
| 6.2 Table 1(Environmental Stress crack resistance, Notch constant tensile load (ESCR-NCTL) 400h min) |
- |
0 |
|
- |
| 6.2 Table 1(Environmental Stress crack resistance, Notch constant tensile load (ESCR-NCTL) 400h min) |
- |
0 |
|
- |
| 6.2 Table 1(Carbon black content, Percent) |
- |
0 |
|
- |
| 6.2 Table 1(Post texturing strip/cell wall thickness at a pressure of 2 ± 0.01 kPa, mm) |
- |
0 |
|
- |
| 6.2 Table 1(Seam peel-strength per 25 mm of cell depth, N,) |
- |
0 |
|
- |
| 6.2 Table1(Seam weld hang strength for 100 mm of seam weld under constant dead weight of 72.5 kg for 7days at 54 C) |
- |
0 |
|
- |
| 6.2 Table 1(Friction efficiency, percent) |
- |
0 |
|
- |
| 6.2 Table 1(Standard Oxidation Induction time, min) |
- |
0 |
|
- |
| 6.2 Table 1(High pressure oxidation induction time, min) |
- |
0 |
|
- |
| CL 6.1(Dimensional Stability) |
- |
0 |
|
- |
| CL 5.5(Seam weld width, mm) |
- |
0 |
|
- |
| CL 5.4(Perforation area %) |
- |
0 |
|
- |
| CL 5.3(Texture density per sq cm) |
- |
0 |
|
- |
| CL 5.2(Cell depth, Pocket size, mm) |
- |
0 |
|
- |
| CL 4.4(Resistnce to chemical retained strength %) |
- |
0 |
|
- |
| 6.2 Table 1(Seam peel strength per 25 mm cell depth, N) |
- |
0 |
|
- |
| 6.2 Table 1(Environmental Stress crack resistance, ESCR 5000h) |
- |
0 |
|
- |
| 4.1(Material Identification) |
- |
0 |
|
- |
|
- |
- Included w.e.f.23.07.2025
Exclusion
Clause No. 6.2, Table No. 1 (xii) (High pressure oxidative induction time, minutes)
Clause No. 6.2, Table No. 1 (xii) (High pressure oxidative induction time, minutes) |