| 1 |
IS 11652 (2017) |
Textiles – High density polyethylene (HDPE)/ polypropylene (PP) woven sacks for packaging of 50 kg cement – Specification (third revision) |
- |
44780 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 ) |
- |
500 |
|
-- |
| Fig. 1- Table 1- Sr. no. i
(Dimensions, mm (see Note )- Annex B
c) Width of gusset (e) 76 ± 10 mm
) |
- |
500 |
|
-- |
| Fig. 1- Table 1- Sr. no. i
(Dimensions, mm (see Note ) -Annex B
d) Width of valve (v) 100, + 10/-5 mm
) |
- |
500 |
|
-- |
| Fig. 1- Table 1-Sr. no. i
(Dimensions, mm (see Note )- Annex B
b) Width of sack (w) 480 ± 10 mm
) |
- |
500 |
|
-- |
| Fig. 1, Table 1
(i) Dimensions, mm (see Note ) -Annex B
a) Length of sack, inside (l), 710 ± 10 mm
) |
- |
500 |
|
-- |
| Fig. 1- Table 1-Sr. no. iii
(Picks per dm-Annex B 40 ± 2 ) |
- |
500 |
|
-- |
| 4.5(and the remaining overhang shall not be more than 5 mm after trimming.) |
- |
500 |
|
-- |
| 4.1(Raw Material
) |
- |
2000 |
|
-- |
| 4.2
(Fabric) |
- |
11300 |
|
Tape testing for PP = 5650
Tape testing for HDPE = 5000 (Including Density) If pigmented tapeRs. 850 extra for colour fastness |
| 4.2
(Linear Density, 900 denier) |
- |
500 |
|
-- |
| 4.2
(The woven fabric shall be
of mesh, 10 × 10 per inch) |
- |
500 |
|
-- |
| 4.2
(The woven fabric shall be
of weight, 79 g/m2 ) |
- |
500 |
|
-- |
| 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.
) |
- |
500 |
|
-- |
| 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.
) |
- |
500 |
|
-- |
| 4.3(Sacks) |
- |
500 |
|
-- |
| 4.4(Seam The two rows of stitches shall be separated from each other by minimum 5 mm and ) |
- |
500 |
|
-- |
| 4.4(Seam The outer stitch shall be minimum 8 mm from the outer edge of the sacks. ) |
- |
500 |
|
-- |
| 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.) |
- |
2000 |
|
-- |
| 4.5(Lamination ) |
- |
1550 |
|
1050+500 |
| 4.5(Lamination ) |
- |
500 |
|
-- |
| 4.6(Capacity The sack shall have the nominal filling capacity of 50 kg) |
- |
500 |
|
-- |
| 5/5.1-Table 1-Sr. no. iv(Requirements, Mass of Sack- IS 1964
a) Non-gusseted type 70 + 6%) |
- |
500 |
|
-- |
| 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) ) |
- |
1100 |
|
- |
| 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 |
|
-- |
| 5/5.3-Table 1-Sr. no.vi(Breaking strength of top seam (Ravelled strip method), Min, - IS 9030 N (kgf) 400 (40.8)) |
- |
1100 |
|
-- |
| 5/5.3-Table 1-Sr. no.vi(Breaking strength of bottom seam (Ravelled strip method), Min, - IS 9030 N (kgf) 400 (40.8)) |
- |
1100 |
|
-- |
| 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 |
|
-- |
| 5/5.4-Table 1-Sr. no.viii(Drop impact strength - Annex C No failure) |
- |
1000 |
|
-- |
| 5/5.5-Table 1-Sr. no.viii(Ash content Max percent- Annex D a) For UV stabilized sacks 2.2
) |
- |
1200 |
|
-- |
| 5/5.5-Table 1-Sr. no.viii(Ash content Max percent- Annex D b) For non-UV stabilized sacks 6
) |
- |
1200 |
|
-- |
| 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 ) |
- |
10180 |
|
This is UV conditioning for 192 hrs |
| 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 ) |
- |
10180 |
|
-- |
|
31 Dec, 2029 |
- - |
| 2 |
IS 15907 (2010) |
Agro textiles – High density polyethylene (HDPE) woven beds for vermiculture – Specification |
- |
97180 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 4.3(Cord Beading - IS 15907) |
- |
500 |
|
diameter of rope |
| 5.1(MANUFACTURE- IS 15907) |
- |
500 |
|
dimensions |
| 5.2.1(Lamination- IS 15907) |
- |
500 |
|
dimensions |
| 5.2.2(coating thickness of the sandwich lamination- method A of IS 13162 (Part 3)) |
- |
500 |
|
dimensions |
| 5.3.1(Construction- IS 15907) |
- |
500 |
|
dimensions |
| 5.3.1(The width of the hem - IS 15907) |
- |
500 |
|
dimensions |
| 5.3.2(Finished width of pocket - IS 15907) |
- |
500 |
|
dimensions |
| 5.4(Bonding- IS 15907) |
- |
500 |
|
dimensions |
| 6- Table 1- SL.No (i)(Mass) |
- |
500 |
|
gsm |
| 6- Table 1- SL.No (ii)(Breaking strength before UV exposure,warp - IS 1969 ) |
- |
1800 |
|
1300+500 |
| 6- Table 1- SL.No (ii)(Breaking strength before UV exposure,weft - IS 1969 ) |
- |
1800 |
|
1300+500 |
| 6- Table 1- SL.No (iii)(Elongation at break of fabric- IS 1969) |
- |
1800 |
|
1300+500 |
| 6- Table 1- SL.No (iv)(Retention of breaking strength after UV exposure, - Annex B of IS 15907 and IS 1969) |
- |
9360 |
|
8260 (UV resistance) +1100 |
| 6- Table 1- SL.No (v)(Welded seam strength before UV exposure- IS 1969) |
- |
1100 |
|
1100 |
| 6- Table 1- SL.No (vi)(Welded seam strength after UV exposure- Annex B of IS 15907 and IS 1969) |
- |
1100 |
|
1100 |
| 6- Table 1- SL.No (vii)(Tear strength, Warp - Method A2 of IS 7016 (Part 3)) |
- |
1600 |
|
1100+500 |
| 6- Table 1- SL.No (vii)(Tear strength, Weft - Method A2 of IS 7016 (Part 3)) |
- |
1100 |
|
1100 |
| 6- Table 1- SL.No (viii)(Puncture strength - Annex C of IS 15907) |
- |
1100 |
|
1100 |
| 6- Table 1- SL.No (ix)(Environmental stress cracking test - Annex D of IS 15907) |
- |
2000 |
|
1500+500 |
| 6- Table 1- SL.No (x)(Resistance to chemicals, change in the mass - Annex E of IS 15907) |
- |
2500 |
|
2000+500 |
| 6- Table 1- SL.No (xi)(Colour fastness to artificial light -IS 2454) |
- |
19850 |
|
19000+850 |
| 6- Table 1- SL.No (xii)(Bursting pressure-IS 1966) |
- |
1600 |
|
1100+500 |
| 6.1(Length -IS 15907) |
- |
500 |
|
dimensions |
| 6.1(Width - IS 15907) |
- |
500 |
|
dimensions |
| 6.1(Height - IS 15907) |
- |
500 |
|
dimensions |
| 6.2(Water Proofness,IS 7941) |
- |
1500 |
|
1000+500 |
| 6.2(Water Proofness, IS 7940) |
- |
5400 |
|
4200 aging charges + 700+500 after aging water proofness |
| 6- Table 1- SL.No (ii)(Breaking strength before UV exposure,warp - IS 1969 ) |
- |
1600 |
|
1100+500 |
| 6- Table 1- SL.No (ii)(Breaking strength before UV exposure,weft - IS 1969 ) |
- |
1600 |
|
1100+500 |
| 6- Table 1- SL.No (iii)(Elongation at break of fabric- IS 1969) |
- |
1600 |
|
1100+500 |
| 6- Table 1- SL.No (v)(Welded seam strength before UV exposure- IS 1969) |
- |
1600 |
|
1100+500 |
| 6- Table 1- SL.No (vi)(Welded seam strength after UV exposure- Annex B of IS 15907 and IS 1969) |
- |
1600 |
|
1100+500 |
| 6- Table 1- SL.No (vii)(Tear strength, Weft - Method A2 of IS 7016 (Part 3)) |
- |
1600 |
|
1100+500 |
| 6- Table 1- SL.No (viii)(Puncture strength - Annex C of IS 15907) |
- |
1600 |
|
1100+500 |
| 6- Table 1- SL.No (ix)(Environmental stress cracking test - Annex D of IS 15907) |
- |
1700 |
|
1200+500 |
| 6- Table 1- SL.No (xi)(Colour fastness to artificial light -IS 2454) |
- |
2000 |
|
1500+500 |
| 4.1(Linear Density) |
- |
700 |
|
- |
|
31 Dec, 2029 |
- - |
| 3 |
IS 14252 (2015) |
Textiles – High density polyethylene (HDPE)/ polypropylene (PP) woven sack for filling sand – Specification (second revision) |
ALL |
19090 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 3.1(Raw Material) |
- |
4200 |
|
Raw material Identification & MIGRATION
2000+1700+500 |
| 3.2(Tapes – Width
) |
- |
11800 |
|
CONFIRMING IS 6192 (STANDARD UPDATED AND MANDATORY TESTING ADDED) |
| 3.2(Tapes – Linear Density
) |
- |
500 |
|
Tapes – Linear Density |
| 3.3(Tying Cord) |
- |
6800 |
|
CONFIRMING is 5175 (MANDATORY FOR COMPLIANCE) |
| 3.4(Sack) |
- |
500 |
|
- |
| 3.4.1(Seam) |
- |
500 |
|
- |
| 4.1 and Table 1 i a(Dimensions Outside Length) |
- |
500 |
|
- |
| 4.1 and Table 1 i b(Dimensions Outside Width) |
- |
500 |
|
- |
| 4.1 and Table 1 ii(Ends per dm ) |
- |
500 |
|
- |
| 4.1 and Table 1 iii(Picks per dm ) |
- |
500 |
|
- |
| 4.2 and Table 1 iv(Mass of sack
) |
- |
500 |
|
- |
| 4.1 and Table 1 v a(Average breaking strength of fabric Warpway
) |
- |
1600 |
|
1100+500 |
| 4.1 and Table 1 v b(Average breaking strength of fabric Weftway
) |
- |
0 |
|
- |
| 4.1 and Table 1 vi(Average Breaking strength of bottom seam ) |
- |
1100 |
|
- |
| 4.1 and Table 1 vii a(Elongation at break of fabric Lengthwise) |
- |
1100 |
|
- |
| 4.1 and Table 1 vii b(Elongation at break of fabric Widthwise ) |
- |
1100 |
|
- |
| 4.1 and Table 1 viii(Average breaking strength and elongation at break of UV stabilized HDPE/PP fabric after been exposed to UV radiation and weathering ) |
- |
12880 |
|
1100+500+1100+500+10180 |
| 4.1 and Table 1 ix(Ash content ) |
- |
1200 |
|
- |
| 3.3(Tying Cord) |
- |
0 |
|
- |
| 3.3(Tying Cord) |
- |
0 |
|
- |
| 3.4.1(Seam) |
- |
0 |
|
- |
| 3.4.1(Seam) |
- |
0 |
|
- |
| 3.4.1(Seam) |
- |
0 |
|
- |
| 3.2 (Mesh size and weight is g/cm2) (amendment 3)(Mesh size and weight is g/cm2) |
- |
0 |
|
- |
| 3.1(Raw Material) |
- |
1050 |
|
Raw material Identification |
| 3.2(Tapes – Width
) |
- |
250 |
|
Width |
| 3.3(Tying Cord) |
- |
500 |
|
- |
| 3.3(Tying Cord) |
- |
500 |
|
- |
| 3.3(Tying Cord) |
- |
500 |
|
- |
| 3.4.1(Seam) |
- |
500 |
|
- |
| 3.4.1(Seam) |
- |
500 |
|
- |
| 3.4.1(Seam) |
- |
500 |
|
- |
| 4.1 and Table 1 v a(Average breaking strength of fabric Warpway
) |
- |
1100 |
|
- |
| 4.1 and Table 1 viii(Average breaking strength and elongation at break of UV stabilized HDPE/PP fabric after been exposed to UV radiation and weathering ) |
- |
1100 |
|
- |
|
31 Dec, 2029 |
- - |
| 4 |
IS 16208 (2015) |
Textiles - High density polyethylene (HDPE)/polypropylene (PP) woven sacks for packaging 10 kg, 15 kg, 20 kg, 25 kg and 30 kg foodgrains - Specification |
- |
37880 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 4.1(Raw Material) |
- |
1050 |
|
Raw material(HDPE/PP) |
| 4.2(Tapes – Width
IS 6192 and IS 11197) |
- |
500 |
|
Fabric (tape width) |
| 4.2(Tapes – Linear Density
) |
- |
500 |
|
Linear densiy |
| 4.2(Construction) |
- |
500 |
|
Construction |
| 4.3.1( The two rows of stitches shall be separated from each other) |
- |
500 |
|
Sacks (Visual Appearance) |
| 4.3.1( The outer stitch) |
- |
500 |
|
Sacks (Visual Appearance) |
| 4.3.1( The stitching shall be done with double fold over seam to a depth ) |
- |
500 |
|
Sacks (Visual Appearance) |
| 4.3.1(Stitches pass through a minimum of six layers of the fabric. ) |
- |
500 |
|
Sacks (Visual Appearance) |
| 4.3.1(The number of stitches/dm) |
- |
500 |
|
Sacks (Visual Appearance) |
| 4.3.2(Mouth) |
- |
500 |
|
Sacks (Visual Appearance) |
| 4.4 and Table 1 i(Capacity) |
- |
500 |
|
- |
| 5.2 and Table 1 ii a(Dimensions Inside Length) |
- |
500 |
|
Dimensions (Inside length & width) |
| 5.2 and Table 1 ii b(Dimensions Inside Width) |
- |
500 |
|
Dimensions (Inside length & width) |
| 5.2 and Table 1 iii(Ends per dm ) |
- |
500 |
|
Ends per dm |
| 5.2 and Table 1 iv(Picks per dm ) |
- |
500 |
|
Picks per dm |
| 5.1 and Table 1 v(Mass of sack ) |
- |
500 |
|
Mass of Sack & GSM |
| 5.2 and Table 1 vi a(Average breaking strength of fabric Lengthwise ) |
- |
1600 |
|
Avg. Breaking Strength & Elongation at break of Fabric a) Length |
| 5.2 and Table 1 vi b(Average breaking strength of fabric Widthwise ) |
- |
1100 |
|
Avg. Breaking Strength & Elongation at break of Fabric b) Widthwise |
| 5.2 and Table 1 vi(Breaking strength of bottom seam ) |
- |
1100 |
|
Min. Breaking Strength of Bottom Seam |
| 5.2 and Table 1 viii a(Elongation at break of fabric Lengthwise) |
- |
0 |
|
a) Lengthwise |
| 5.2 and Table 1 viii b(Elongation at break of fabric Widthwise ) |
- |
0 |
|
b) Widthwise |
| 5.2 and Table 1 ix(Average breaking strength and elongation at break of UV stabilized HDPE/PP fabric after been exposed to UV radiation and weathering ) |
- |
10180 |
|
UV Resistance Exposure(192 hrs) 8h at 60± 3°C Light without condensation, 4h at 50± 3°C Dark with condensation, Irradiance 0.63 W/m2* ( 100 x 60 + 92 x40) |
| 5.2 and Table 1 x(Ash content ) |
- |
1200 |
|
Ash content |
|
31 Dec, 2029 |
- - |
| 5 |
IS 10889 (2004) |
High density polyethylene films (First Revision) |
- |
12900 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 5.2(Black Compound) |
- |
925 |
|
Carbon black Content |
| 6.1.1(Appearance) |
- |
500 |
|
Appearance |
| 6.1.2(Film Form) |
- |
500 |
|
Film form |
| 6.1.3(Odour ) |
- |
500 |
|
odour |
| 6.1.4(Density) |
- |
500 |
|
Density |
| 6.1.5(Melt Flow Rate) |
- |
1100 |
|
Melt Flow Rate |
| 6.1.6(Black Film) |
- |
700 |
|
Carbon black Dispersion |
| 6.2.1, Table 1(Nominal Thickness) |
- |
500 |
|
Thickness |
| 6.2.2, Table 2(Nominal Width) |
- |
500 |
|
Width |
| 6.3, Table 3(Yield Tolerance) |
- |
600 |
|
Yield tolerance |
| 6.4.1(Tensile Strength at Break) |
- |
2200 |
|
(a) Machine Direction
(b) Transverse Direction |
| 6.4.1, Table 4(Direction) |
- |
1100 |
|
Direction |
| 6.4.2(Elongation at Break) |
- |
2200 |
|
Machine Direction
Transverse Direction |
| 6.4.3(Impact Resistance (Falling Dart)) |
- |
850 |
|
Impact Resistance (Falling Dart) |
| 6.4.3, Table 6(Average Thickness of Film) |
- |
500 |
|
Thickness |
| 6.4.3, Table 6(Impact Failure Load) |
- |
1000 |
|
Impact failure load |
|
31 Dec, 2029 |
- - |
| 6 |
IS 16187 (2014) |
Textiles - High density polyethylene (HDPE)/ polypropylene (PP) leno woven sacks for packaging and storage of fruits and vegetables - Specification |
- |
38760 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Clause no. 3.1(Raw Material, as applicable: PP Granules (IS 10910) Overall Migration) |
- |
2000 |
|
- |
| Clause no. 3.1(Colorants, if used (IS 9833): Toxic Elements) |
- |
2200 |
|
- |
| Clause no. 3.1(Density) |
- |
700 |
|
- |
| Clause no. 3.1(Melt flow Index) |
- |
1100 |
|
- |
| Clause no. 3.1(Colorants, if used (IS 9833): Toxic Elements) |
- |
2200 |
|
- |
| 3.1(Raw Material - The tape shall be manufactured from virgin food grade high density polyethylene (HDPE)/polypropylene (PP)) |
- |
500 |
|
- |
| 3.2(Fabric - The fabric used in the manufacture of HDPE/PP leno woven sacks shall be woven as a tube on circular loom from HDPE/PP tapes having width in the range of 2.0-2.5 mm) |
- |
500 |
|
- |
| 3.3.1(Sack - Leno sacks fabricated out of woven fabric shall have seam at the bottom and/or side.The stitching shall be done with two rows of either lock stitch or chain stitch) |
- |
500 |
|
- |
| 3.3.2(The tape or thread used for stitching shall have at least 20 percent higher denier than that used for making of the sack) |
- |
500 |
|
- |
| 3.3.3(Sack - Bag Mouth) |
- |
500 |
|
- |
| 3.3.4("Sack - sacks shall have nominal holding capacities of
25 kg and Type 2, sacks shall have nominal holding
capacities of 50 kg") |
- |
500 |
|
- |
| 4.1- Table 1- i)(Requirements of HDPE/PP Leno Woven Sacks - Capacity) |
- |
500 |
|
- |
| 4.1- Table 1- ii)(Requirements of HDPE/PP Leno Woven Sacks - Dimensions, cm a) Inside length b) Inside width) |
- |
500 |
|
- |
| 4.1- Table 1- iii)(Requirements of HDPE/PP Leno Woven Sacks - Mass of fabric, g/m2) |
- |
500 |
|
- |
| 4.1- Table 1- iv)(Requirements of HDPE/PP Leno Woven Sacks - Ends per dm) |
- |
2200 |
|
- |
| 4.1- Table 1- v)(Requirements of HDPE/PP Leno Woven Sacks - Picks per dm) |
- |
2200 |
|
- |
| 4.1- Table 1- vi)(Requirements of HDPE/PP Leno Woven Sacks - Average breaking strength of fabric (cut strip method), N (kgf) a) Lengthwise b) Widthwise) |
- |
2200 |
|
- |
| 4.1- Table 1- vii)(Requirements of HDPE/PP Leno Woven Sacks - Average breaking strength of bottom /side seam (cut strip method), N (kgf)) |
- |
2200 |
|
- |
| 4.2(Requirements - UV Resistance) |
- |
8480 |
|
- |
| 4.3(Requirements - Mass of Bale
As per Annex C) |
- |
500 |
|
- |
| 5.1(LABELLING, PACKING AND MARKING - Labelling on Sacks) |
- |
500 |
|
- |
| 5.2(Packing) |
- |
500 |
|
- |
| 5.3(Marking) |
- |
500 |
|
- |
| 6(ATMOSPHERIC CONDITIONS, CONDITIONING AND TESTING) |
- |
500 |
|
- |
| Clause no. 3.1(Raw Material, as applicable: HDPE Granules (IS7328)) |
- |
2000 |
|
- |
|
31 Dec, 2029 |
- - |
| 7 |
IS 7834 : Part 8 (1987) |
injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 8 Specific requirements for caps |
- |
9850 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 2.1(General) |
- |
8350 |
|
Stress Relief test
Opacity
Effect on water test
Short term Hydraulic test (27 °C/1h.) |
| 2.2(Manufacture) |
- |
500 |
|
- |
| 2.2.2(diameter of the socket of cap) |
- |
500 |
|
- |
| 2.1(General) |
- |
500 |
|
- |
| 2.2(Manufacture) |
- |
500 |
|
- |
| 2.2.2(diameter of the socket of cap) |
- |
500 |
|
- |
| 6.1.1(VCM Content Test) |
- |
3000 |
|
- |
| 2.2.2 table 1(Laying length) |
- |
500 |
|
- |
|
31 Dec, 2029 |
- - |
| 8 |
IS 7834 : Part 7 (1987) |
injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 7 Specific requirements for unions |
- |
9850 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| table 1 sl.no: 01(16
) |
- |
500 |
|
Minimum Thickness |
| table 1 sl.no: 07(63
) |
- |
500 |
|
Minimum Thickness |
| 2.2.3(Socket length) |
- |
500 |
|
Socket length & diameter at Mid point of socket length |
| 2.1(General) |
- |
8350 |
|
Stress Relief test
Opacity
Effect on water test
Short term Hydraulic test (27 °C/1h.) |
| 2.1(General) |
- |
0 |
|
- |
| 2.2.2, Table 1(Size) |
- |
0 |
|
- |
| 2.2.2, Table 1(Union Laying
Length) |
- |
0 |
|
- |
| 2.2.3( inside diameter of the socket) |
- |
0 |
|
- |
|
31 Dec, 2029 |
- - |
| 9 |
IS 7834 : Part 6 (1987) |
injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 6 Specific requirements for sockets |
- |
9850 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 2.1(General) |
- |
8350 |
|
Stress Relief test
Opacity
Effect on water test
Short term Hydraulic test (27 °C/1h.) |
| 2.2.2, Table 1(Size) |
- |
500 |
|
- |
| 2.2.2, Table 1(Socket Laying
Length) |
- |
500 |
|
- |
| 2.2.3( inside diameter of the socket) |
- |
500 |
|
- |
|
31 Dec, 2029 |
- - |
| 10 |
IS 7834 : Part 5 (1987) |
Injection Moulded PVC Socket Fittings With Solvent Cement Joints for Water Supplies - Part 5 : Specific Requirements for 45 degree Tees |
- |
9850 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 2.1(General) |
- |
6850 |
|
- |
| 2.2.2, Table 1(Size) |
- |
500 |
|
- |
| 2.2.2, Table 1(45 ̊ Tees Laying
Length, Z) |
- |
500 |
|
- |
| 2.2.2, Table 1(45 ̊ Tees Laying
Length, Z1) |
- |
500 |
|
- |
| 2.2.3( inside diameter of the socket) |
- |
500 |
|
- |
| 2.2.3(Socket length) |
- |
500 |
|
- |
| 6.1.1(VCM Content Test) |
- |
3000 |
|
- |
|
31 Dec, 2029 |
- - |
| 11 |
IS 7834 : Part 4 (1987) |
injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 4 Specific requirements for 90 degree tees |
- |
9850 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 2.2.2, Table 1(Size) |
- |
500 |
|
- |
| 2.2.2, Table 1(90 ̊ Elbow Laying
Length) |
- |
500 |
|
- |
| 2.2.3( inside diameter of the socket) |
- |
500 |
|
Socket length & diameter at Mid point of socket length |
| 2.2.3(Socket length) |
- |
500 |
|
- |
| 6.1.1(VCM Content Test) |
- |
3000 |
|
- |
| 2.1(General) |
- |
6850 |
|
Stress Relief test
Opacity
Effect on water test
Short term Hydraulic test (27 °C/1h.) |
|
31 Dec, 2029 |
- - |
| 12 |
IS 7834 : Part 2 (1987) |
injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 2 Specific requirements for 45 degrees elbows |
ALL |
9850 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| table 1 sl.no: 01(16
) |
- |
500 |
|
Minimum Thickness |
| table 1 sl.no: 19(315.0) |
- |
500 |
|
Minimum Thickness |
| 2.2.3( inside diameter of the socket) |
- |
500 |
|
Socket length & diameter at Mid point of socket length |
| 2.1(General) |
- |
9850 |
|
Stress Relief test
Opacity
Effect on water test
Short term Hydraulic test (27 °C/1h.)
VCM CONTENT
K VALUE |
|
31 Dec, 2029 |
- - |
| 13 |
IS 11584 (1986) |
Specification for high density polyethylene (Hdpe) crates for milk satchets |
- |
10650 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 2.2(Material ) |
- |
1050 |
|
Material Identification (Chemical Analysis) |
| 2.3(Shape and Dimensions) |
- |
500 |
|
Shape & Dimensions |
| 2.4(Mass ) |
- |
500 |
|
Mass |
| 2.5(Appearance and Surface Finish) |
- |
500 |
|
Appearance & surface finish |
| 2.7(Resistance to Stress) |
- |
1000 |
|
Resistance to Stress ( 80°C for 6 hrs) |
| 2.8(Resistance to Applied Load) |
- |
1000 |
|
Resistance to applied load (100 hrs/270°C) |
| 2.9(Strength) |
- |
2200 |
|
Resistance to drop, Resistance to low temperature drop (6hrs/5°C) (6 x200) |
| 2.1(Dimensional Stability) |
- |
900 |
|
Dimensional stability (80 °C/30 min) |
| 2.6(Colour Fastness) |
- |
850 |
|
- |
|
31 Dec, 2029 |
- - |
| 14 |
IS 16647 (2017) |
Oriented unplasticized polyvinyl chloride (Pvc - O) pipes for water supply - Specification |
- |
56600 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 5.5( Density, g/cc) |
- |
700 |
|
-- |
| 9 /9.1 / 27 degree centigrate(MECHANICAL CHARACTERISTICS OF PIPES9./ Resistance to Hydrostatic Pressure) |
- |
12200 |
|
1200+11000 |
| 7.3( Opacity) |
- |
700 |
|
-- |
| 9.2, table -11( Resistance to External Blows at 0 °C) |
- |
1000 |
|
-- |
| 8.2 table-9( Pipe Ends) |
- |
500 |
|
-- |
| 5.3(VCM Content) |
- |
3000 |
|
-- |
| 5.4( K-Value) |
- |
1100 |
|
-- |
| 7.2( Colour) |
- |
500 |
|
-- |
| 8.1.1, 8.1.1.2, table-3(Dimension of Pipes / Diameter/8.1.1.2 Diameter at any point) |
- |
500 |
|
-- |
| 8.1.2, table 4 to 7(Wall Thickness) |
- |
500 |
|
-- |
| 8.1.3 (Length, meter) |
- |
500 |
|
-- |
| 8.2 table-9(Dimensions of Integral Socket) |
- |
500 |
|
-- |
| 9.3 table-12( Ring Stiffness) |
- |
1600 |
|
1100+500 |
| 9.4, annexure-E( Orientation Factor) |
- |
1200 |
|
700 + 500 |
| 10, table-13( PHYSICAL AND 1CHARACTERISTICS) |
- |
6400 |
|
1100+3000+1000+1300 |
| 5.5( Density, g/cc) |
- |
500 |
|
-- |
| 9.3 table-12( Ring Stiffness) |
- |
1100 |
|
-- |
| 9.4, annexure-E( Orientation Factor) |
- |
1400 |
|
-- |
| 10, table-13( PHYSICAL AND 1CHARACTERISTICS) |
- |
6200 |
|
1100+3000+1000+1100 |
| 11,11.1( MECHANICAL CHARACTERISTICS OF ASSEMBLIES INCLUDING JOINTS/ 11.1 Assemblies with Non-End-Load-Bearing Joints) |
- |
11000 |
|
- |
| 11.2 / 11.2.1( Short-Term Pressure Test for Leak Tightness of Assemblies) |
- |
11000 |
|
- |
| 11.3( Short-Term Negative Pressure Test for Leak Tightness of Assemblies) |
- |
11000 |
|
- |
|
31 Dec, 2029 |
- - |
| 15 |
IS 16352 (2020) |
Geosynthetics – High density polyethylene (HDPE) geomembranes for lining – Specification (first revision) |
- |
100785 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 5,3.1,
Table1,x)
Type I / II / III / IV / V /
VI / VII
IS 2530(Carbon black content) |
- |
925 |
|
-- |
| 5,3.1,
Table2,iii)
Type I / II / III / IV / V /
VI
Annex K(Lowest individual of 10 thickness value) |
- |
1800 |
|
-- |
| 5,3.1,
Table1,iii)
Type I / II / III / IV / V /
VI / VII
Method A of
IS 13162 (Part 3)(Lowest individual of 10 thickness value) |
- |
750 |
|
Length, Width & thickness |
| 5,3.1,
Table 2,v) d)
Type I / II / III / IV / V /
VI
Annex B(Tensile properties:
Breaking elongation) |
- |
2700 |
|
-- |
| 5,3.1,
Table1,xv)
Type I / II / III / IV / V /
VI / VII
Annex J(Stress crack resistance) |
- |
1700 |
|
-- |
| 5,3.1,
Table 2,xvi)
Type I / II / III / IV / V /
VI
Annex J(Stress crack resistance) |
- |
1700 |
|
-- |
| 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) |
- |
2200 |
|
-- |
| 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) |
- |
54000 |
|
-- |
| 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) |
- |
2200 |
|
-- |
| 3, 3.1(MATERIAL AND MANUFACTURE) |
- |
500 |
|
-- |
| 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 |
|
-- |
| 5,3.1,
Table1,v)
Type I / II / III / IV / V /
VI / VII
Annex C(Tear resistance) |
- |
1600 |
|
-- |
| 5,3.1,
Table 2,vii)
Type I / II / III / IV / V /
VI
Annex D(Puncture resistanc) |
- |
1100 |
|
-- |
| 5,3.1,
Table1,vii)
Type I / II / III / IV / V /
VI / VII
Annex E(Low temperature crack resistance at minus 30°C±1°C) |
- |
1800 |
|
-- |
| 5,3.1,
Table1,viii)
Type I / II / III / IV / V /
VI / VII
Annex F(Hydrostatic resistance) |
- |
1800 |
|
-- |
| 5,3.1,
Table1,ix)
Type I / II / III / IV / V /
VI / VII
Annex G(Seam strength :
85 percent of the
original actual
fabric strength
or unbreakable
seam) |
- |
1350 |
|
-- |
| 5,3.1,
Table1,xi)
Type I / II / III / IV / V /
VI / VII
IS 2530(Carbon black dispersion) |
- |
700 |
|
-- |
| 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) |
- |
90350 |
|
conditioning charge-89000.00 |
| 7, 7.1
Annex M(COLOUR, SURFACE CHARACTERISTICS AND FREEDOM FROM DEFECTS:
) |
- |
500 |
|
-- |
| 6(DIMENSIONS AND TOLERANCES
The dimensions of HDPE geomembrane when tested by the method given in IS 7016 (Part 1) shall be as agreed to between the buyer and the seller. However, the minimum width of the HDPE geomembrane shall be 5000 mm. A combination of panel width may be used to obtain desired width of geomembrane. Narrow width panels not less than 1000 mm in width may also be used but such pieces shall not exceed 1 piece per roll of finished material of specified width.) |
- |
0 |
|
-- |
| 7, 7.2(COLOUR, SURFACE CHARACTERISTICS
AND FREEDOM FROM DEFECTS) |
- |
500 |
|
-- |
| 5,3.1,
Table1,xv)
Type I / II / III / IV / V /
VI / VII
Annex J(Stress crack resistance) |
- |
1600 |
|
-- |
| 5,3.1,
Table 2,xvi)
Type I / II / III / IV / V /
VI
Annex J(Stress crack resistance) |
- |
1600 |
|
-- |
| 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 |
|
-- |
| 3, 3.1(MATERIAL AND MANUFACTURE) |
- |
0 |
|
-- |
| 5,3.1,
Table1,v)
Type I / II / III / IV / V /
VI / VII
Annex C(Tear resistance) |
- |
1350 |
|
-- |
| 5,3.1,
Table2,iv)
Type I / II / III / IV / V /
VI
Annex L(Average asperity height) |
- |
500 |
|
- |
| 7, 7.1
Annex M(COLOUR, SURFACE CHARACTERISTICS AND FREEDOM FROM DEFECTS:
) |
- |
300 |
|
-- |
| 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 |
|
- |
|
31 Dec, 2029 |
- - |
| 16 |
IS 17730 : Part 1 (2021) |
Agro-Textiles Hail Protection Nets for Agriculture and Horticulture Purposes Specification Part 1 Warp Knitted Hail Protection Nets |
- |
50260 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Clause 7, Table 1, (i)(Mass in g/m2, (with a tolerance of ± 5 percent)) |
- |
500 |
|
- |
| Clause 7, table 1, (ii) a("Average breaking strength of knitted hail
protection fabric (Strip method, 325 × 50 mm
test piece with gauge length of 200 mm), N,Min,(a) Wales direction") |
- |
2450 |
|
1100+1100+250 |
| Clause 7,table 1, (ii) b("Average breaking strength of knitted hail
protection fabric (Strip method, 325 × 50 mm
test piece with gauge length of 200 mm), N,Min,(b) Course direction") |
- |
2450 |
|
1100+1100+250 |
| Clause 7, table 1, (iii)("Retention of breaking strength after UV exposure
of 144 hours, percent, Min") |
- |
8260 |
|
144 HRS UV CONDITIONING |
| Clause 7,table 1, (iv)(Colour fastness to artificial light (Applicable for coloured hail protection only)) |
- |
19850 |
|
19000 (100 HRS XENON UV EXPOSURE) + COLOUR FASTNESS (850) |
| Clause 7, table 1, (v)(Bursting pressure, kgf/cm2, Min) |
- |
1100 |
|
- |
| Clause 7, table 1, (vi)(Shading percentage, percent, Max) |
- |
1000 |
|
- |
| Clause 7, table 1, (vii)(Cold cracking resistance test at – 10 °C) |
- |
1100 |
|
- |
| Clause 7, table 1, (viii)(Seam (joint) strength, percent, Min) |
- |
1100 |
|
- |
| 4.1(HDPE Monofilament (linear density)) |
- |
500 |
|
- |
| 4.1.1(Heat shrinkage at 60 degree to 95 degree) |
- |
2000 |
|
- |
| 6.1(Fabric (width)) |
- |
500 |
|
- |
| 6.2(Reinforcement) |
- |
500 |
|
- |
| 6.3(Joints) |
- |
500 |
|
- |
| 6.4(Stitching) |
- |
500 |
|
- |
| 6.5(Colour) |
- |
500 |
|
- |
| 7.1(Length, Width) |
- |
1000 |
|
- |
|
31 Dec, 2029 |
- - |
| 17 |
IS 15328 (2003) |
Unplasticized Non-Pressure Polyvinyl Chloride ( PVC -U ) Pipes for use in Underground Drainage and Sewerage Systems - |
- |
24900 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 6.1,6.1.1
IS 12235 (Part 1)
Table 1(Dimension of Pipes:
Mean outside Diameter, dem) |
- |
500 |
|
Dimension of Pipe & Socket |
| 6.1,6.1.1
IS 12235 (Part 1)
Table 1(Outside Diameter at any point, de) |
- |
500 |
|
Dimension of Pipe & Socket |
| 6.1.2
IS 4985
Table 2(Wall Thickness, e ) |
- |
500 |
|
Dimension of Pipe & Socket |
| 6.1.3 (Length of Pipe) |
- |
500 |
|
Dimension of Pipe & Socket |
| 6.1.4,
Table 3(Dimensions of integral sockets and spigot ends :-
a) Elastomeric Sealing Ringsockets and
spigot ends
i)Meean inside dia. Of socket, dsm) |
- |
500 |
|
Dimension of Pipe & Socket |
| 6.1.4,
Table 3(ii) Min. depth of engagement, A. ) |
- |
500 |
|
Dimension of Pipe & Socket |
| 6.1.4
Table 3(iii) Depth of sealing Zone C ) |
- |
500 |
|
Dimension of Pipe & Socket |
| 6.1.4,
Table 3(iv) Length of spigot, l1) |
- |
500 |
|
Dimension of Pipe & Socket |
| 6.1.4,
Table 3(v) Chamfer length, H : Approx.) |
- |
500 |
|
Dimension of Pipe & Socket |
| 6.1.4.1
(wall thickness of sockets
e2 min=0.9e
) |
- |
500 |
|
Dimension of Pipe & Socket |
| 6.1.4.1
(e3min=0.75e) |
- |
500 |
|
Dimension of Pipe & Socket |
| 6.1.4,
Table 4(b) Solvent Cement Joint sockets and
spigot ends
i) Mean inside dia. Of socket, dsm) |
- |
500 |
|
Dimension of Pipe & Socket |
| 6.1.4,
Table 4(ii) Length of Solvent Cement socket, l2 ) |
- |
500 |
|
Dimension of Pipe & Socket |
| 6.1.4,
Table 4(iii) Length of spigot, l1, 100 mm Min.) |
- |
500 |
|
Dimension of Pipe & Socket |
| 6.1.4,
Table 4(iv) Chamfer length, H, 7 mm Approx.) |
- |
500 |
|
Dimension of Pipe & Socket |
| 7.1(Appearance:-
) |
- |
500 |
|
Appearance |
| 7.2(Colour ) |
- |
500 |
|
Colour |
| 7.3
IS 1223S
( Part 2)(Vicat Softening Temperature
When determined according to IS 1223S
( Part 2), shall not be lessthan 79°C.) |
- |
1100 |
|
Vicat Softening temp. (VST) |
| 7.4
IS 1223S ( Part 5)(Longitudinal Reversion:
When tested according to the methodprescribed in IS 1223S ( Part 5), shall not exceed ± 5 percent.
The pipe shall not exhibit any blisters, bubbles or crackson completion of the test.) |
- |
1200 |
|
Longitudinal Reversion 700+500 |
| 8.1
Annex B(Resistance to External Blows at 0ºC:
When tested according to the method prescribed in Annex B, the pipes hall have a true impact rate of not more than I0 percent.) |
- |
1600 |
|
Resistance to External Blow at 0 °C
1100+500 |
| 8.2
Annex C
Table 5(Ring Stiffness:
When tested according to the method described in Annex C,the ring stiffness of the pipe shall be as stated in Table 5) |
- |
1600 |
|
Ring Stiffness
1100+500 |
| 8.3
IS 12235 ( Part 8/ Sec 1 )
Table 6(Resistance to internal Hydrostatic Pressure(Type Test)
a) Acceptance Test:(1h at 27 0 C)
) |
- |
850 |
|
Acceptance test (1 hr/270C) |
| 8.3
IS 12235 ( Part 8/ Sec 1 )
Table 6(b) Type Test:(1000h at 60 0 C)
) |
- |
11000 |
|
Type test (1000 hrs /600C) |
| 9
9.1, IS 5382(JOINTS:-
a) Elastomeric Sealing Rings) |
- |
500 |
|
- |
| 9.2
IS 14182(b) Solvent cement) |
- |
500 |
|
- |
| 10.1.1
Annex D(Internal hydrostatic pressure test for elastomeric sealing ring joints) |
- |
0 |
|
Included in 10.2.1 |
| 10.1.2
Annex E(Internal negative hydrostatic pressure test (internal vacuum) for elastomeric sealing ring joints) |
- |
1000 |
|
Internal Negative Hydrostatic Pressure test (internal Vacuum) for Elastomeric Sealing ring joints |
| 10.2.1(Internal hydrostatic pressure test for solvent cemented Joints) |
- |
850 |
|
Internal Hydrostatic Pressure test for Elastomeric |
| 10.2.2(Internal negative hydrostatic pressure test (internal vacuum)for solvent cemented joints) |
- |
0 |
|
Included in 10.1.2 |
| '7.5 (amdt.7)(Effect on Water (Type test)) |
- |
3000 |
|
- |
| 5,5.2(Composition of the material
The material shall contain a minimum of
0.3 percent of rutile grade titanium dioxide.) |
- |
1200 |
|
Titanium Dioxide Content (TiO2 |
|
31 Dec, 2029 |
- - |
| 18 |
IS 14735 (1999) |
Unplasticized Polyvinyl Chloride (UPVC) Injection Moulded Fittings for Soil and Waste Discharge System for Inside and Outside Buildings Including Ventilation and Rain Water System - |
- |
21500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 19(Marking) |
- |
500 |
|
Marking |
| 3(Type of Fitting) |
- |
500 |
|
Type of fitting |
| 4(Size Designation) |
- |
500 |
|
Dimension |
| 5(Colour of fittings) |
- |
500 |
|
Colour of fittings |
| 7.1,Table 1(Wall thickness) |
- |
500 |
|
Included in Dimension |
| 7.2 ,Table 2&3(Socket Dimensions) |
- |
500 |
|
Included in Dimension |
| 7.3(Dimensions of waste trap(Nahani Trap) |
- |
500 |
|
Included in Dimension |
| 8(Sealing Rings) |
- |
1550 |
|
Hardness of Sealing Ring
1050+500 |
| 10(Workmanship) |
- |
500 |
|
Workmanship |
| 11(Design requirements) |
- |
500 |
|
Design Requirement (Visual)
Access Opening (Optional) |
| 11.1(Solvent cement type or Rubber ring type) |
- |
500 |
|
Included in Design Requirement (Visual) |
| 11.2(Socket and spigot configeration) |
- |
500 |
|
Included in Design Requirement (Visual) |
| 11.4,Table 5(Vent cowl) |
- |
500 |
|
Included in dimension |
| 11.5,Table 6(Pipe Clips) |
- |
500 |
|
Included in Dimension |
| 12.1(Visual appearance) |
- |
500 |
|
Visual Appearance |
| 12.2(Stress relief test) |
- |
1200 |
|
Stress Relief test
700+500 |
| 12.3(Vicat softening tempewrature) |
- |
1100 |
|
Vicat Softening Temp. (VST) |
| Cl.13, IS 12235 (P-7)-2004, (Resistance to Sulphuric Acid) |
- |
2500 |
|
Resistance to Sulphuric Acid ( 55 °C/14 days)
2000+500 |
| Cl.14, Annex A(Titanium Di-Oxide Content) |
- |
1200 |
|
Titanium Dioxide Content (TiO2) |
| Cl.15, Annex B(Sulphated Ash Content) |
- |
1200 |
|
Sulphated Ash Content |
| 16.1(Impact test) |
- |
1100 |
|
Impact test (Drop test) |
| 17(Watet tightness of joint) |
- |
850 |
|
Water Tightness of Joints |
| 12.4(Effect on water test) |
- |
3000 |
|
- |
| 11.3(Access Openings) |
- |
500 |
|
- |
| Table 4(Dimension of Access Openings) |
- |
500 |
|
- |
|
31 Dec, 2029 |
- - |
| 19 |
IS 15827 (2019) |
Cladding films for greenhouse / polyhouse - Specifications (First Revision) |
- |
1874000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 5(Material Identification) |
- |
2000 |
|
- |
| 6.1(Appearance & surface finish) |
- |
500 |
|
- |
| Cl. no. 6.3 & Table 2(Tensile strength & elongation at break (TD & MD)) |
- |
2450 |
|
- |
| 6.3(Dart Drop test) |
- |
1100 |
|
- |
| 6.3(Total Visible Light Transmittance) |
- |
1100 |
|
- |
| 6.3(Haze) |
- |
1100 |
|
- |
| 6.3(Tear Strength ( MD & TD)) |
- |
2450 |
|
- |
| 7.4(IR eefectiveness) |
- |
2000 |
|
- |
| 7.2(width) |
- |
500 |
|
- |
| 7.3(Elongation under Steady Load MD) |
- |
1100 |
|
- |
| 7.5(Elongation after UV Exposure MD) |
- |
2200 |
|
XENON ARC UV CONDITIONING FOR 2000HOURS (MINIMUM) & CHARGES VARY ACCORDING TO TIME PERIOD GIVEN IN STANDARD. |
| 7.1(Visual) |
- |
500 |
|
- |
| 6.2(Durability ref clause No. 7.5) |
- |
1874000 |
|
Xenon arc UV Exposure for 10700 hours (190 x 100 + 10600 x 175)
maximum possible hours. Testing hours change according to declaration |
|
31 Dec, 2029 |
- - |
| 20 |
IS 15778 (2007) |
Chlorinated polyvinyl chloride (Cpvc) pipes for potable hot and cold water distribution supplies - Specification |
- |
150250 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 5
Table 1(Classification of pipes) |
- |
500 |
|
Classification of pipe |
| 6.2.1
Annex B(Chloride Content of Resin) |
- |
2000 |
|
Chloride content of resin |
| 6.3.1
Annex B(Chloride content) |
- |
4300 |
|
Resin Chlorine content |
| 6.3.2
Annex C(Verification of the Malfunction Temperature, Tmal:
) |
- |
1100 |
|
Heat Deflection Temp. (HDT) |
| 6.3.2
IS 13360 (Part 3/See 1)(Density) |
- |
700 |
|
Density |
| 7.1
IS 12235 (Part 1)
Table 2(Dimension of Pipes:
Mean outside Diameter) |
- |
500 |
|
Dimension of pipe |
| 7.1,7.1.1
IS 12235 (Part 1)
Table 2(Outside Diameter at any point) |
- |
500 |
|
Outside diameter at any point |
| 7.1.2
IS 12235 (Part 1)
Table 2(Wall Thickness ) |
- |
500 |
|
wall thickness |
| 7.1.3 (Effective length) |
- |
500 |
|
Effective lenght |
| 8(Pipe Ends) |
- |
500 |
|
Pipe ends ( Visual) |
| 9.1(Visual Appearance) |
- |
500 |
|
Visual Appearance |
| 9.2
IS 12235 (Part 3)(Opacity) |
- |
700 |
|
Opasity |
| Cl. 9.3,IS 4985 Cl. 10.3(Lead (first extraction)) |
- |
3000 |
|
Effect on water |
| Cl. 9.3,IS 4985 Cl. 10.3(Lead (third extraction)) |
- |
0 |
|
Effect on water |
| Cl. 9.3,IS 4985 Cl. 10.3(Dialkyl tin C4 and higher homologues measured as tin (third extraction)) |
- |
0 |
|
Effect on water |
| Cl. 9.3,IS 4985 Cl. 10.3(Cadmium (for all three extracts) ) |
- |
0 |
|
effect on water |
| Cl. 9.3,IS 4985 Cl. 10.3(Mercury (for all three extracts) ) |
- |
0 |
|
Effect on water |
| Cl. 9.3,IS 4985 Cl. 10.3(Other toxic substances such as 'di-n-octyl-tin- s-s bis iso-octyl mercapto acetate' and 'butyl stearate' (third extraction) ) |
- |
0 |
|
Effect on water |
| 9.4
IS 12235(Part 5/Sec 1 and Sec 2)(Reversion Test :
When tested by the method prescribed in IS 12235(Part 5/Sec 1 and Sec 2), a length of pipe 200 + 20 mm long shall not alter in length by more than 5 percent.) |
- |
1200 |
|
Reversion 700+500 |
| 9.5
IS 12235(Part 2)(Vicat Softening Temperature:
When tested by the method prescribed in IS 12235(Part 2), the Vicat softening temperature of the specimen
shall not be less than 110°C.) |
- |
1100 |
|
Vicat Softening temp. (VST) |
| 9.6
IS 12235(Part 14)(Density) |
- |
500 |
|
Density |
| 10.1
Table 3
IS 12235
(Part 8/Sec 1)(Hydrostatic Characteristics) |
- |
850 |
|
Hydrostatic Characteristics
Acceptance test (20°C /1 h. ) 850 |
| 10.1
Table 3
IS 12235
(Part 8/Sec 1)(Hydrostatic Characteristics) |
- |
4800 |
|
Type test (95°C /165 h. ) 4800 |
| 10.1
Table 3
IS 12235
(Part 8/Sec 1)(Hydrostatic Characteristics) |
- |
11000 |
|
Type test (95°C /1000 h. ) 11000 |
| 10.2
Table 3
IS 12235
(Part 8/Sec 1)(Thermal Stability by Hydrostatic Pressure Testing) |
- |
109500 |
|
Thermal Stability by Hydrostatic Pressure Type Test 950C/ 8760 hr/12.50 |
| 10.3
IS 4985
Table 4(Resistance to External Blow at O°C:
When tested by the method prescribed in IS 4985, with classified striker mass and drop height as given in Table 4, the pipe shall have a true impact rate of not more than 10 percent.) |
- |
1500 |
|
Resistance to External Blow at 0 °C
1000+500 |
| 10.4
IS 12235(Part 19)(Flattening Test) |
- |
1100 |
|
Flattening Test |
| 10.5
IS 12235(Part 13)(Tensile Strength :
When tested by the method prescribed in IS 12235(Part 13), the tensile strength at yield shall not be less than 50 MPaat 27±2°C.
) |
- |
1800 |
|
Tensile Strength
1300+500 |
| 6.3(K value Test) |
- |
1100 |
|
- |
|
31 Dec, 2029 |
- - |
| 21 |
IS 9271 (2004) |
Unplasticized polyvinyl chloride (UPVC) single wall corrugated pipes for drainage - Specification (First Revision) |
- |
16300 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 5.1(MATERIAL-(Conform to IS 10151)) |
- |
3000 |
|
Material identification |
| 5.1.3(MATERIAL- (Refer IS 4669)) |
- |
1100 |
|
included in 5.1 |
| 8.2(Density-When tested in accordance with ]S 13360 (Part 3/Sec 1), the densi of the pipe shall be between 1.40 and 1.46 gm/cm3 .) |
- |
700 |
|
Density |
| 8.5(Elongation Test-(Annex C,)- pipes shall not elongate more than 7.5 percent) |
- |
1300 |
|
Elongation test |
| 7.4.2(Perforation Requirement-The maximum in flow area shall be 80 cm2/m length of pipe of all diameters) |
- |
500 |
|
Perforation Requirement |
| 7.4.3(Perforation Requirement-The heght of corrugation -The depth of corrugations shall be 3 percent, Min of nominal outside diameter (dn).) |
- |
0 |
|
Perforation Requirement |
| 7, Table 1(DIMENSIONS AND TOLERANCE-The nominal outside diameter and tolerances of the corrugated pipes shall be as per Table 1) |
- |
500 |
|
Dimension and tolerences |
| 7.2, 8(Wall Thickness) |
- |
500 |
|
included in dimension and tolerences |
| 7.3(Length) |
- |
500 |
|
included in dimension and tolerences |
| 8.1.1(Visual Appearance, Workmanship and
Finish) |
- |
500 |
|
Visual Appearance, Workmanship & Finish |
| 8.1.2(Visual Appearance, Workmanship and
Finish) |
- |
0 |
|
Visual Appearance, Workmanship & Finish |
| 8.3,Table 3(Pipe stiffness-(Refer Annex A)) |
- |
1100 |
|
Pipe Stiffness |
| 8.4,Table 3(Impact Strength at 0 degree C- (refer Annex B)) |
- |
1600 |
|
Impact strength at O °C 1100+500 |
| 8.6(BendIng Test-(Annex D,)) |
- |
1000 |
|
Bending test |
| 8.7(Joints) |
- |
1000 |
|
Joint test |
| 7.4.1(Perforation Requirement- There sh.all be maximum 8 rows of perforation) |
- |
0 |
|
Perforation Requirement |
| 6(TYPES- perforated or
non-perforated types.) |
- |
0 |
|
- |
| 8.8(The quantities of lead, dialkyl tin C4 and higher homologues (measured as tin), and any other toxic substances extracted from the internal walls of the pipes) |
- |
3000 |
|
-- |
|
31 Dec, 2029 |
- - |
| 22 |
IS 13592 (2013) |
Unplasticized Polyvinyl Chloride (PVC-U) Pipes for Soil and Waste Discharge System Inside and Outside Buiildings Including Ventilation and Rainwater System |
- |
25650 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl.5(Surface colour of the pipes shall be dark shade of grey) |
- |
500 |
|
- |
| Cl6.3(The composition shall be based on PVC resin
having a K-value of 64 or greater when tested in
accordance with IS 4669) |
- |
1100 |
|
K – Value |
| Cl.7.1(Mean out side Diameter (For less than or equal to 40 mm- Average of 8 , For higher diameters up to 110 mm average of 6)) |
- |
500 |
|
Dimension |
| Cl.7.1(Outside Diameter at any point (Take 8 reading reported minimum, maximum)) |
- |
0 |
|
Included in Dimension |
| Cl.7.1(Wall thickness "minimum,maximum" (Take 8 reading)) |
- |
0 |
|
Included in Dimension |
| Cl.7.2(Pipes shall be supplied in nominal lengths of 2, 3, 4 or
6 metres either plain or with socket for solvent
cementing/grooved socket. Tolerances on specified
length shall be + 10 mm and – 0 mm.The nominal length of the pipe with socket for solvent
cementing/grooved socket shall be as given in Fig. 1.) |
- |
0 |
|
Included in Dimension |
| Cl.7.3.1(Minimum wall thickness of socket on pipes shall
be as given in Table 2 read with Fig. 2 and Fig. 3.) |
- |
0 |
|
Included in Dimension |
| Cl.7.3.2(Dimensions of sockets for solvent cementing and
grooved sockets of pipes shall be as given in Tables 3
and 4 respectively, read with Fig. 2 and 3.) |
- |
0 |
|
Included in Dimension |
| Cl.8.1(The internal and external surface of the pipes shall be
smooth and clean, and free from grooving and other
defects. The end shall be clearly cut and shall be square
with the axis of the pipe. The end may be chamfered
on the plain side.) |
- |
500 |
|
Visual appearance |
| Cl.8.2(When tested by the method described in IS 12235
(Part 5), a length of pipe sample of 200 ± 20 mm shall
not alter in length by more than 5 percent. In the case
of socket ended pipes, this test shall be carried out on
the plain portion of pipe taken at least 100 mm away
from the root of the socket.) |
- |
1200 |
|
Reversion (700+500) |
| Cl8.3(This test shall be carried out for socket end pipes only.
When tested by the method described in IS 12235
(Part 6), the test specimens shall not show blisters,
excessive delamination or cracking or signs of weld
line splitting.) |
- |
700 |
|
Stress relief test |
| Cl.8.4(When determined in accordance with IS 12235 (Part 2),
the vicat softening temperature of the specimen shall
not be less than 79°C.) |
- |
1100 |
|
Vicat Softening temp. (VST) |
| Cl.8.5(After the required
period of exposure, the tensile strengths of two samples when tested as per IS 12235 (Part 13) shall not show
difference of more than 20 percent of their initial tensile
strengths) |
- |
3500 |
|
Effect on sunlight for 1600 hrs*(Manual) |
| Cl. 9, IS 12235 Part 7(Resistance to Sulphuric Acid) |
- |
2500 |
|
Resistance to sulphic acid 55°C/14days + Sample Preparation (2000+500) |
| Cl.10.1(When tested by method prescribed in IS 12235 (Part 9),the pipe shall have a true impact rate of not more than
10 percent. Mass of striker and height of fall shall be
as per Annex A.) |
- |
1600 |
|
Resistance to external blow at 0°C(Impact) + Sample Preparation (1100+500) |
| Cl.10.2(When determined in accordance with the method
described in IS 12235 (Part 13), the tensile strength at
break shall not be less than 45 MPa.) |
- |
1800 |
|
Tensile strength (Before Exposure) + Sample Preparation (1300+500) |
| Cl.10.3(The axial shrinkage shall not exceed 2 percent when
determined in accordance with Annex B.) |
- |
850 |
|
Axial Shrinkage (Type B pipe only) (90˚C/ 1 Hour) |
| Cl.11.(Jointing of solvent
cementing joints is to be carried out using solvent
conforming to IS 14182.
Apply a pressure of 0.05 MPa for a period of 15 min
and there should be no leakage at any joint.) |
- |
1000 |
|
Water tightness of joints |
| Cl. 12, IS 12235 Part 11(Resistance to Di-Chloro-Methane) |
- |
1000 |
|
Resistance to Dichloromethane at Specified temp. |
| 8.6(Effect on Water Test) |
- |
3000 |
|
- |
| 14(Marking) |
- |
500 |
|
- |
|
31 Dec, 2029 |
- - |
| 23 |
IS 12818 (2010) |
Unplasticized polyvinyl chloride (Pvc - U) screen and casing pipes for bore/tubewells - Specification (Second Revision) |
- |
16700 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 9.6(Vicat Softening Temperature
IS 12235 (Part 2).) |
- |
1100 |
|
VST |
| 9.5(Tensile Strength
IS 12235(Part 13)) |
- |
1800 |
|
Tensile 1300+500 |
| 9.4 and Table 14(Resistance to External Blows at 0 ?C
IS 12235 (Part 9)) |
- |
1500 |
|
1000+500 |
| 9.3(Density
IS 12235 (Part 14)) |
- |
700 |
|
-- |
| 9.2(Internal Diameter) |
- |
500 |
|
-- |
| 9.1( Visual Appearance) |
- |
500 |
|
-- |
| 8.4.1 and Table 13
Fig 3B & 4B(Dimensions of sealing elements) |
- |
1500 |
|
1000+500 |
| 8.4(Sealing rings - Hardness) |
- |
500 |
|
-- |
| 8.1 to 8.3 and Table 11 &12
Fig 3A & 4A(THREADING OF SCREEN ANDCASING PIPES.
IS 554.) |
- |
500 |
|
-- |
| 7.5 and Table 10
Fig 2A & 2B(Approximate Free Passage Area, in Percent (Mean Value) for Width of Slot (w)) |
- |
500 |
|
-- |
| 7.5 and Table 10
Fig 2A & 2B(Minimum number of slots on the circumference of the cross-section.) |
- |
500 |
|
-- |
| 7.4 Table 8 & 9 Fig 1(Segmental length for Spigot (average of 4.0)) |
- |
500 |
|
-- |
| 7.4 Table 8 & 9 Fig 1(Segmental length,mm for socket (average of 4.0)) |
- |
500 |
|
-- |
| 7.4 Table 8 & 9
Fig 1(Segmental length, l3) |
- |
500 |
|
-- |
| 7.4 Table 8 & 9
Fig 1(Effective length, l2) |
- |
500 |
|
-- |
| 7.3.2(Rib height) |
- |
500 |
|
-- |
| 7.3.1(No.of Ribs) |
- |
500 |
|
-- |
| 7.2 and Table 5, 6 & 7
Fig 1B(Wall thickness, Max) |
- |
500 |
|
-- |
| 7.2 and Table 5, 6 & 7
Fig 1B(Wall thickness, Min) |
- |
500 |
|
-- |
| 7.1, 7.2 and Table 5, 6 & 7 Fig 1B(Mean outside dia over connection,mm (Take 4 reading and maximum valu reported)) |
- |
500 |
|
-- |
| 7.1, 7.2 and Table 5, 6 & 7 Fig 1B(Outer Diameter at any point, Max) |
- |
500 |
|
-- |
| 7.1, 7.2 and Table 5, 6 & 7 Fig 1B(Outer Diameter at any point , Min) |
- |
500 |
|
-- |
| 7.2 and Table 5, 6 & 7
Fig 1B(Mean Outer Diameter of Pipe , Max) |
- |
500 |
|
-- |
| 7.2 and Table 5, 6 & 7
Fig 1B(Mean Outer Diameter of Pipe, Min) |
- |
500 |
|
-- |
| 7.2 and Table 5, 6 & 7
Fig 1B(Nominal Diameter) |
- |
500 |
|
-- |
| 7.2 and Table 5, 6 & 7
Fig 1B(DIMENSIONS - Casing Pipes) |
- |
1500 |
|
1000+500 |
| 7.1 and Table 1, 2, 3, & 4
Fig 1A & 1B(Wall thickness) |
- |
500 |
|
-- |
| 7.1 and Table 1, 2, 3, & 4
Fig 1A & 1B(Mean Outer Diameter over Connection) |
- |
500 |
|
-- |
| 7.1 and Table 1, 2, 3, & 4
Fig 1A & 1B(Outer Diameter at any point ) |
- |
500 |
|
-- |
| 7.1 and Table 1, 2, 3, & 4
Fig 1A & 1B(Mean Outer Diameter of Pipe) |
- |
500 |
|
-- |
| 7.1 and Table 1, 2, 3, & 4
Fig 1A & 1B(Nominal Diameter) |
- |
500 |
|
-- |
| 4.1.2 (Ref. Cl 11 of IS 4669)(Composition -Sulphated ash content ) |
- |
1200 |
|
-- |
| 4.1.2 (Ref. Cl 5.1. of IS 4669)(Composition - Loss on heating ) |
- |
1200 |
|
700+500 |
| 4.1.1 (Ref. 3.4.1. of IS 10151)(Composition - The monomer content (VCM content) in the
resin - Annex A ofIS 10151) |
- |
3000 |
|
-- |
| 9.7(Effect on Water
a) Lead (first extraction)
b) Lead (Third extraction)
c) Dialkyl Tin C4 & higher homologues measured as Tin (Third extraction)
d) Cadmium (All three extracts)
e) Mercury (All three extracts)
f) Other Toxic Substances
) |
- |
3000 |
|
- |
| 4.1.2(K-Value as per IS-4669) |
- |
1100 |
|
- |
| 8.1 to 8.3 and Table 11 &12
Fig 3A & 4A(THREADING OF SCREEN ANDCASING PIPES.
IS 554.) |
- |
500 |
|
- |
|
31 Dec, 2029 |
- - |
| 24 |
IS 10124 : Part 2 (2009) |
Fabricated pvc - U fittings for potable water supplies - Specification: Part 2 specific requirements for sockets (Second Revision) |
- |
9650 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 10.3 of IS 4985 & Cl. 3.1 of IS 12235(P-4)(Effect on water: Lead (First Extraction)) |
- |
0 |
|
Effect on water |
| 10.3 of IS 4985 & Cl. 3.1 of IS 12235(P-4)(Effect on water: Lead (Third Extraction)) |
- |
0 |
|
Effect on water |
| 10.3 of IS 4985 & Cl. 3.1 of IS 12235(P-10)(Effect on water:Dialkyl tin C4 and
higher homologues
measured as tin (third
extraction)) |
- |
0 |
|
Effect on water |
| 10.3 of IS 4985 & Cl. 3.2 of IS 12235(P-4)(Effect on water: Cadmium (all three extracts)) |
- |
0 |
|
Effect on water |
| 10.3 of IS 4985 & Cl. 3.2 of IS 12235(P-10)(Other toxic substances such as 'di-n-octyl-tin- s-s bis iso-octyl mercapto acetate' and 'butyl stearate' (third extraction)) |
- |
3000 |
|
Effect on water |
| 10.7 of IS 4985(Sulphated Ash content, Annex-B of IS 4985) |
- |
1200 |
|
Sulphated ash content |
| 3.2.1, Table-1, Fig-1(B) |
- |
0 |
|
Included in Dimension |
| 3.2.1, Table-1, Fig-1(Minimum wall thickness for working pressure) |
- |
0 |
|
Included in Dimension |
| Clause 3.2.2, and Fig. 2.(B) |
- |
500 |
|
Included in Dimension |
| 10.3 of IS 4985 & Cl. 3.2 of IS 12235(P-4)(Effect on water: Mercury (all three extracts)) |
- |
0 |
|
- |
| 3.2.2, and Fig. 2(Dimensions of Socket for Elastomeric Sealing Ring Joint) |
- |
500 |
|
Dimension |
| 3.1(General) |
- |
4100 |
|
1100+3000 |
|
31 Dec, 2029 |
- - |
| 25 |
IS 10124 : Part 1 (2009) |
Fabricated PVC-U Fittings for Potable Water Supplies - Specification Part 1 General Requirements (Second Revision) |
- |
9650 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 3(Material) |
- |
4100 |
|
VCM Content
K - Value |
| 4(Size of fitting) |
- |
0 |
|
Dimension |
| 5.1 Table-1 Fig.1(Dimension of Socket length) |
- |
500 |
|
Socket Lengths & Diameter at mid point of Socket Length |
| 5.1.2 Table-1(Dimensions of mean inside diameter at mid-point of socket depth) |
- |
0 |
|
Socket Lengths & Diameter at mid point of Socket Length |
| 5.1.3 (Out of Roundness Tolerance of Socket Inside Diameter) |
- |
0 |
|
Socket Lengths & Diameter at mid point of Socket Length |
| 5.2 Table-2 Fig.2(Dimensions of socket for elastomeric sealing ring) |
- |
0 |
|
Socket Lengths & Diameter at mid point of Socket Length |
| 6.1(Opacity test in accordance with IS 12235 (Part 3)) |
- |
700 |
|
Opacity |
| 6.2(Short Term Hydraulic Test in accordance with Annex A) |
- |
850 |
|
Short term Hydraulic test (27 °C/1hour) |
| 8(Marking) |
- |
500 |
|
marking |
| 3.2.3(socket, measurements) |
- |
500 |
|
- |
| 6.3(Effect on water test) |
- |
3000 |
|
- |
|
31 Dec, 2029 |
- - |
| 26 |
IS 16008 : Part 1 (2016) |
Agro textiles “ Shade nets for agriculture and horticulture purposes “ Specification Part 1 Shade nets made from tape yarns (first revision) |
ALL |
43660 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 5.0(Types) |
- |
0 |
|
- |
| 6.1(Dimensions and Mass - IS 1954) |
- |
500 |
|
- |
| 6.1(Dimensions and Mass - IS 1954) |
- |
500 |
|
- |
| 6.2 Table 1(Mass - IS 1964) |
- |
500 |
|
- |
| 6.2 Table 1(Average breaking strength of shade nets fabric (Strip method, 325 mm x 50 mm test piece with gauge length of 200 mm) - IS 1969 (Part 1)) |
- |
1100 |
|
- |
| 6.2 Table 1(Average breaking strength of shade nets fabric (Strip method, 325 mm x 50 mm test piece with gauge length of 200 mm) - IS 1969 (Part 1)) |
- |
1100 |
|
- |
| 6.2 Table 1(Retention of breaking strength after UV exposure - IS 1969 (Part 1)) |
- |
2200 |
|
- |
| 6.2 Table 1(Colour fastness to artificial light, IS 2454) |
- |
19850 |
|
850+19000 |
| 6.2 Table 1(Bursting Pressure, IS 1966 (Part 1 or 2)) |
- |
1000 |
|
- |
| 6.2 Table 1(Shading Percentage) |
- |
700 |
|
- |
| 4.3, 4(Colour) |
- |
500 |
|
- |
| 4.2, 4(Fabric ) |
- |
1000 |
|
500+500 |
| 4.1.1, 4(HDPE Tapes Heat shrinkage ) |
- |
1400 |
|
700+700 |
| 4.1, 4( HDPE Tapes Linear density ) |
- |
700 |
|
- |
| 4.1, 4(HDPE Tapes Width ) |
- |
500 |
|
- |
| 4.1, 4(HDPE Tapes UV stabilizer) |
- |
2000 |
|
- |
| 4.1, 4(HDPE Tapes Material Identification ) |
- |
2000 |
|
- |
|
31 Dec, 2029 |
- - |
| 27 |
IS 16008 : Part 2 (2016) |
Agro textiles “ Shade nets for agriculture and horticulture purposes “ Specification Part 2 Shade nets made from mono filament yarns (first revision) |
ALL |
96100 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 4.0(Material) |
- |
2000 |
|
- |
| 4.2(Fabric) |
- |
1000 |
|
500+500 |
| 4.3(Colour) |
- |
500 |
|
- |
| 5.0(Types) |
- |
500 |
|
- |
| 6.1(Dimensions and mass) |
- |
500 |
|
- |
| 6.2(Dimensions and mass) |
- |
500 |
|
- |
| 6.2 Table 1(Mass g/m2,Min) |
- |
500 |
|
- |
| 6.2 Table 1(Average breaking strength of shade nets fabric (Strip method,Warpway,Weftway
325 mm × 50 mm test piece with gauge length of 200 mm), N, Min
) |
- |
1100 |
|
- |
| 6.2 Table 1(Warpway Weftway) |
- |
1100 |
|
- |
| 6.2 Table 1(Retention of breaking strength after UV exposure, N, Min) |
- |
64700 |
|
2200+62500 |
| 6.2 Table 1(Colour fastness to artificial light1) |
- |
19850 |
|
850+19000 |
| 6.2 Table 1(Bursting pressure, kgf/cm2, Min) |
- |
1000 |
|
- |
| 6.2 Table 1(Shading %) |
- |
700 |
|
- |
| 4.1(HDPE Mono filament) |
- |
0 |
|
- |
| 4.1.1(HDPE Mono filament) |
- |
0 |
|
- |
| 4.1(HDPE Mono filament) |
- |
0 |
|
- |
| 6.0(Requirements) |
- |
0 |
|
- |
|
31 Dec, 2029 |
- - |
| 28 |
IS 15450 (2022) |
Polyethylene-aluminium-polyethylene composite pressure pipes for hot and cold water supplies Specifications first revision of IS 15450 |
ALL |
90150 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 5(MATERIALS) |
- |
11475 |
|
FOR 8 PARAMETERS |
| 8(COLOUR) |
- |
500 |
|
- |
| 9(DIMENSIONS OF PIPE) |
- |
500 |
|
- |
| 10(VISUAL APPEARANCE) |
- |
500 |
|
- |
| 11.1(Density (Method of test as per Table 3)) |
- |
1325 |
|
700+625 |
| 11.2(Melt Flow Rate (Method of test as per Table 3)) |
- |
1100 |
|
- |
| 11.3(Overall Migration) |
- |
2200 |
|
1700+500 |
| 11.4(Thermal Stability to Oxidation (Method of test as per Table 3)) |
- |
2200 |
|
- |
| 11.5(Carbon Black Content and Dispersion (Method of test as per Table 3)) |
- |
700 |
|
- |
| 11.6(Pigment Dispersion (For Coloured Pipes) (Method of test as per Table 3)) |
- |
0 |
|
- |
| 11.7(Resistance to Weathering) |
- |
51000 |
|
36000 WEATHERING FOR 24 MONTHS
AFTER WEATHERING TESTS
1800 (ELONGATION)
2200 (OIT)
11000 (HYDROSTATIC TEST FOR 1000 HOURS) |
| 11.8(Adhesion Test) |
- |
1100 |
|
- |
| 11.9(Apparent Tensile Strength of Pipe) |
- |
1300 |
|
- |
| 11.11(Hydraulic Characteristics) |
- |
7350 |
|
850
1700
4800 |
| 14(MARKING) |
- |
500 |
|
- |
| 9.3(Length of Straight Pipe) |
- |
500 |
|
- |
| 11.1(Minimum Burst Pressure) |
- |
850 |
|
- |
| 11.11.12(Long Term Hydrostatic Test) |
- |
1700 |
|
- |
| 12.1(Type Test) |
- |
4800 |
|
- |
|
31 Dec, 2029 |
- - |
| 29 |
IS 13487 (2024) |
Irrigation Equipment — Emitters — Specification |
ALL |
6100 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl-5.2(Emitter Ends) |
- |
500 |
|
- |
| Cl-7.1(Construction and Workmanship) |
- |
500 |
|
- |
| Cl-7.2(Flow Paths in Emitter) |
- |
500 |
|
- |
| Cl-7.3(Resistance to Hydrostatic Pressure) |
- |
1000 |
|
- |
| Cl-7.4(Emitter Pull-Out) |
- |
500 |
|
- |
| Cl-7.4.1(In-Line Emitters) |
- |
500 |
|
- |
| Cl-7.4.2(On-Line Emitters) |
- |
500 |
|
- |
| Cl-8.1.1(Uniformity of Emission Rate) |
- |
1000 |
|
- |
| Cl-8.1.2(Emission Rate as Function of Inlet Pressure) |
- |
1000 |
|
- |
| Cl-8.1.3(Determination of Emitter Exponent) |
- |
600 |
|
- |
| Cl-9(Marking) |
- |
500 |
|
- |
|
31 Dec, 2029 |
- - |
| 30 |
IS 9537 : Part 3 (1983) |
Specification for conduits for electrical installations: Part 3 rigid plain conduits of insulating meterials |
all |
10300 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 6.1(Marking) |
- |
500 |
|
- |
| 7.1.1(Maximum and minimum outside diameter of socket) |
- |
500 |
|
- |
| 7.1.1 Table-2(Length of Socket end) |
- |
500 |
|
- |
| 7.1.2(Maximum and minimum outside diameter of conduit) |
- |
500 |
|
- |
| 7.2(Minimum inside diameter of conduit) |
- |
500 |
|
- |
| 7.3(Length of conduit) |
- |
500 |
|
- |
| 7.4(Unifomity of The wall Thickness) |
- |
500 |
|
- |
| 8.1(Construction as per clause 8 of IS: 9537 (Part 1)-1980) |
- |
500 |
|
- |
| 9.2(Bending Test i) At Room Temp ii) At Low Temp (-5 ±2°C)) |
- |
1100 |
|
- |
| 9.3(Compression Test as per caluse 9.3 of IS: 9537 (Part 1)-1980) |
- |
1100 |
|
- |
| 9.4(Impact Test as per clause 9.4 of IS: 9537 (Part 1)-1980) |
- |
1100 |
|
- |
| 9.5(Collapse Test as per clause 9.5 of IS: 9537 (Part 1)-1980) |
- |
1100 |
|
- |
| 10(Resistance to Heat -Ball presure test) |
- |
700 |
|
- |
| 11(Resistance to burning as per clause 11 of IS: 9537 (Part 1)-1980) |
- |
700 |
|
- |
| 12(Electrical Characteristics-Test for electric strength as per clause 12.1.1 of IS: 9537 (Part 1)-1980) |
- |
1600 |
|
- |
| 12(Electrical Characteristics-Insulation resistance test as per clause 12.1.2 of IS: 9537 (Part 1)-1980) |
- |
1600 |
|
- |
| 13(Tests for external influence as per clause 13 of IS: 9537 (Part 1)-1980) |
- |
1600 |
|
- |
| 13(Tests for external influence as per clause 13 of IS: 9537 (Part 1)-1980) |
- |
1600 |
|
- |
| 12(3 Characteristics-Insulation resistance test as per clause 12.1.2 of IS: 9537 (Part 1)-1980) |
- |
0 |
|
- |
| 12(3 Characteristics-Test for electric strength as per clause 12.1.1 of IS: 9537 (Part 1)-1980) |
- |
0 |
|
- |
| 11.0(Resistance to burning as per clause 11 of IS: 9537 (Part 1)-1980) |
- |
0 |
|
- |
| 10.0(Resistance to Heat -Ball presure test) |
- |
0 |
|
- |
| 9.5 Fig.5(Collapse Test as per clause 9.5 of IS: 9537 (Part 1)-1980) |
- |
0 |
|
- |
| 9.4(Impact Test as per clause 9.4 of IS: 9537 (Part 1)-1980) |
- |
0 |
|
- |
| 9.3(Compression Test (after removal of force) as per caluse 9.3.3 of IS: 9537 (Part 1)-1980) |
- |
0 |
|
- |
| 9.3(Compression Test at Full force applied (On load)) |
- |
0 |
|
- |
| 9.2(Bending Test At Low Temp (-5 ±2°C)) |
- |
0 |
|
- |
| 9.2(Bending Test At Room Temp) |
- |
0 |
|
- |
| 7.3(Length of conduit) |
- |
0 |
|
- |
| 7.1.1 Table-2(Length of Socket end) |
- |
0 |
|
- |
|
31 Dec, 2029 |
- - |