1 |
IS 16709 (2017) |
Textiles - Polypropylene (PP) woven, laminated, block bottom valve sacks for packaging of 50 kg cement - Specification |
All |
-
|
18238.00 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
4.1.1(Sack Length) |
- |
0 |
|
- |
4.1.2(Sack Width) |
- |
0 |
|
- |
4.1.3(Top Closure Width and Bottom Closure Width) |
- |
0 |
|
- |
4.1.4(Patch Length) |
- |
0 |
|
- |
4.1.5(Patch Height) |
- |
0 |
|
- |
4.1.6(Length of Valve) |
- |
0 |
|
- |
4.1.7(Width of Valve Sleeve) |
- |
0 |
|
- |
4.1.8(Length of Valve Sleeve) |
- |
0 |
|
- |
5.1(Raw Material) |
- |
1050.00 |
|
- |
5.2(Fabric) |
- |
7350.00 |
|
Fabric Test charges |
5.2(Tape density and width) |
- |
0 |
|
- |
5.4(Lamination for PP) |
- |
2550.00 |
|
Lamination test charges |
5.4(Lamination for LDPE) |
- |
2550.0 |
|
Lamination test charges |
6.1(Mass of Bale) |
- |
600 |
|
- |
6.2.1(Breaking Strength and Elongation at Break of Fabric) |
- |
2700.0 |
|
Avg. breaking strength of Fabric & elongation (min)
length wise & width wise |
6.2.2(Weld Strength of Top and Bottom Closures) |
- |
1100 |
|
- |
6.3(Drop Impact Testing of Filled Sacks) |
- |
1100 |
|
- |
6.4(Ash Content) |
- |
1200 |
|
- |
6.5(Air Permeability) |
- |
1100 |
|
- |
8(Atomspheric Conditions for Conditioning and Testing) |
- |
0 |
|
- |
Cl-5.6(Capacity) |
- |
500 |
|
- |
Cl- 6.6, Table.-1 (ii)(Ends per dm) |
- |
500 |
|
- |
Cl-6.6, Table-1 (iii)(Picks per dm) |
- |
500 |
|
- |
Cl.6.6, Table-1 (vii)(Elongation at break of fabric) |
- |
0 |
|
- |
|
Complete
|
|
21 Feb, 2026 |
- |
2 |
IS 17399 (2020) |
Textiles - Polypropylene ( PP )/ High Density Polyethylene ( HDPE ) Laminated Woven Sacks for Mail Sorting, Storage, Transport and Distribution - Specification |
All |
-
|
34505 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
5.1(MANUFACTURE - Raw Materials) |
- |
1050 |
|
- |
5.2(MANUFACTURE - Fabric for PP tapes & for HDPE tapes) |
- |
70350.00 |
|
Fabric |
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 |
|
a) Bottom panel (L × W), mm
b) Open top (L × W), mm
c) Height (H), mm |
5.2- Table 1- ii)(REQUIREMENTS - Ends per dm) |
- |
500 |
|
- |
5.2- Table 1- iii)(REQUIREMENTS - Picks per dm) |
- |
500 |
|
- |
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) |
- |
2700 |
|
Testing Charges+ specimen ( 2200+500) |
5.2- Table 1- vi)(REQUIREMENTS - Seam strength of bottom and side panel seam (Cut strip method), Min, N2), (kgf)) |
- |
1100 |
|
- |
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) |
- |
1200 |
|
- |
5.3(Lamination) |
- |
2050 |
|
Mass of lamination film
Total Mass of Laminated woven fabric
Material Identification of lamination |
5.4(Sack Fabrication) |
- |
1500 |
|
Sacks Construction
Gromet construction & dimensions |
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) |
- |
10180 |
|
UV exposure for 192 hrs. |
7(PRINTING, PACKAGING AND MARKING) |
- |
0 |
|
- |
8(ATMOSPHERIC CONDITIONS FOR SAMPLE CONDITIONING AND TESTING) |
- |
0 |
|
- |
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 |
|
- |
|
Complete
|
|
21 Feb, 2026 |
- |
3 |
IS 18482 (2023) |
Textiles - Sandwich extrusion laminated polypropylene PP woven sacks for packaging bulk commodities - Specification |
All |
-
|
26230 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
4(Sack Type) |
- |
0 |
|
- |
5.2.1(Fabric) |
- |
0 |
|
- |
5.2.2(Linear density of tapes) |
- |
500 |
|
- |
5.2.4(Unlaminated fabric mass) |
- |
0 |
|
- |
5.3.1.1.1(Mass of BOPP film in sandwich extrusion lamination) |
- |
500 |
|
- |
5.3.1.1.2(Polypropylene coating mass for sandwich extrusion lamination of BOPP film with base PP woven fabric) |
- |
0 |
|
- |
5.3.1.1.3(Total mass of BOPP film laminated woven fabric) |
- |
0 |
|
- |
5.3.1.2.1(Mass of nonwoven fabric in sandwich extrusion lamination) |
- |
0 |
|
- |
5.3.1.2.2(Polypropylene coating mass for sandwich extrusion lamination of non woven fabric with base PP woven fabric) |
- |
0 |
|
- |
5.3.1.2.3(The total mass of nonwoven laminated woven fabric) |
- |
0 |
|
- |
5.4.1(Sack) |
- |
2000 |
|
Material Identification |
5.4.1.1(Centre seam) |
- |
1000 |
|
- |
5.4.1.2(Bottom seam) |
- |
0 |
|
- |
5.4.2(Sack) |
- |
500 |
|
- |
5.4.3(Sack) |
- |
0 |
|
- |
5.4.5(Liner) |
- |
3000 |
|
Liner Identification+Dimension+visual (2000+500+500) |
6.1.1, Table 1(Inside length) |
- |
500 |
|
Dimension (Inside length+ Width) |
6.1.1, Table 1(Inside width) |
- |
0 |
|
- |
6.1.1, Table 1(Gusset width) |
- |
0 |
|
- |
6.1.1, Table 1(Warp per dm) |
- |
500 |
|
- |
6.1.1, Table 1(Weft per dm) |
- |
0 |
|
- |
6.1.1, Table 1(Mass of laminated fabric) |
- |
500 |
|
- |
6.2, Table 1(Average breaking strength - Lengthwise) |
- |
1600 |
|
Test charges+ specimen/conditioning ( 1100+500) |
6.2, Table 1(Average breaking strength - Widthwise) |
- |
1600 |
|
Test charges+ specimen/conditioning ( 1100+500) |
6.2, Table 1(Breaking strength of bottom seam) |
- |
1600 |
|
Test charges+ specimen/conditioning ( 1100+500) |
6.2, Table 1(Breaking strength of centre seam) |
- |
1600 |
|
Test charges+ specimen/conditioning ( 1100+500) |
6.2, Table 1(Average elongation at break of fabric - Lengthwise) |
- |
0 |
|
- |
6.2, Table 1(Average elongation at break of fabric - Widthwise) |
- |
0 |
|
- |
6.3(Average breaking strength - Lengthwise after UV exposure) |
- |
1600 |
|
After UV Test charges+ specimen/conditioning ( 1100+500) (UV Resistance for 192 hrs. :10180 additional) |
6.3(Average breaking strength - Widthwise after UV exposure) |
- |
1600 |
|
After UV Test charges+ specimen/conditioning ( 1100+500) |
6.4(Drop Impact Testing of Filled Sacks) |
- |
1100 |
|
- |
Clause 5.4.5.3("Free from pin holes (except
for air removal perforations), patches, tears, blisters,
and any other visible defects") |
- |
0 |
|
- |
Clause 6.2.2(Stitch strength) |
- |
0 |
|
- |
Clause 6.2.2(Weld seam strength) |
- |
0 |
|
- |
Clause 5.4.5.3("Free from pin holes (except
for air removal perforations), patches, tears, blisters,
and any other visible defects") |
- |
0 |
|
- |
Clause 6.2.2(Stitch strength) |
- |
0 |
|
- |
Clause 6.2.2(Weld seam strength) |
- |
0 |
|
- |
Clause 6.5 Table 1 viii(Ash content) |
- |
1200 |
|
- |
4(Sack Type) |
- |
0 |
|
- |
5.2.1(Fabric) |
- |
0 |
|
- |
5.2.2(Linear density of tapes) |
- |
0 |
|
- |
5.2.4(Unlaminated fabric mass) |
- |
0 |
|
- |
5.3.1.1.1(Mass of BOPP film in sandwich extrusion lamination) |
- |
0 |
|
- |
5.3.1.1.2(Polypropylene coating mass for sandwich extrusion lamination of BOPP film with base PP woven fabric) |
- |
0 |
|
- |
5.3.1.1.3(Total mass of BOPP film laminated woven fabric) |
- |
0 |
|
- |
5.3.1.2.1(Mass of nonwoven fabric in sandwich extrusion lamination) |
- |
0 |
|
- |
5.3.1.2.2(Polypropylene coating mass for sandwich extrusion lamination of non woven fabric with base PP woven fabric) |
- |
0 |
|
- |
5.3.1.2.3(The total mass of nonwoven laminated woven fabric) |
- |
0 |
|
- |
5.4.1(Sack) |
- |
0 |
|
- |
5.4.1.1(Centre seam) |
- |
0 |
|
- |
5.4.1.2(Bottom seam) |
- |
0 |
|
- |
5.4.2(Sack) |
- |
0 |
|
- |
5.4.3(Sack) |
- |
0 |
|
- |
5.4.5(Liner) |
- |
0 |
|
- |
6.1.1, Table 1(Inside length) |
- |
0 |
|
- |
6.1.1, Table 1(Inside width) |
- |
0 |
|
- |
6.1.1, Table 1(Gusset width) |
- |
0 |
|
- |
6.1.1, Table 1(Warp per dm) |
- |
0 |
|
- |
6.1.1, Table 1(Weft per dm) |
- |
0 |
|
- |
6.1.1, Table 1(Mass of laminated fabric) |
- |
0 |
|
- |
6.2, Table 1(Average breaking strength - Lengthwise) |
- |
0 |
|
- |
6.2, Table 1(Average breaking strength - Widthwise) |
- |
0 |
|
- |
6.2, Table 1(Breaking strength of bottom seam) |
- |
0 |
|
- |
6.2, Table 1(Breaking strength of centre seam) |
- |
0 |
|
- |
6.2, Table 1(Average elongation at break of fabric - Lengthwise) |
- |
0 |
|
- |
6.2, Table 1(Average elongation at break of fabric - Widthwise) |
- |
0 |
|
- |
6.3(Average breaking strength - Lengthwise after UV exposure) |
- |
0 |
|
- |
6.3(Average breaking strength - Widthwise after UV exposure) |
- |
0 |
|
- |
6.4(Drop Impact Testing of Filled Sacks) |
- |
0 |
|
- |
Clause 5.4.5.3("Free from pin holes (except
for air removal perforations), patches, tears, blisters,
and any other visible defects") |
- |
0 |
|
- |
Clause 6.2.2(Stitch strength) |
- |
0 |
|
- |
Clause 6.2.2(Weld seam strength) |
- |
0 |
|
- |
Clause 5.4.5.3("Free from pin holes (except
for air removal perforations), patches, tears, blisters,
and any other visible defects") |
- |
0 |
|
- |
Clause 6.2.2(Stitch strength) |
- |
0 |
|
- |
Clause 6.2.2(Weld seam strength) |
- |
0 |
|
- |
Clause 6.5 Table 1 viii(Ash content) |
- |
0 |
|
- |
|
Complete
|
|
21 Feb, 2026 |
- |
4 |
IS 9755 (2021) |
Textiles - High Density Polyethylene (HDPE) / Polypropylene (pp) Woven Sacks for Packing Fertilizers |
All |
-
|
35980 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
5.6(Drop Impact Test) |
- |
1000 |
|
- |
4.1(Raw Meterial) |
- |
1050 |
|
- |
4.2("Fabric
a) Width of Tape") |
- |
250 |
|
- |
4.2("Fabric
b) Linear Density") |
- |
500 |
|
- |
4.2("Fabric
c) Mesh") |
- |
0 |
|
- |
4.2("Fabric
d) Unlaminated Fabric Mass") |
- |
0 |
|
- |
4.3(Sacks) |
- |
300 |
|
- |
4.4.1(Loose Liner) |
- |
300 |
|
- |
4.4.1(Thickness of Linear) |
- |
0 |
|
- |
4.4.2(Visual Observation) |
- |
250 |
|
- |
4.4.3(Bottom Seam of Loose Liner) |
- |
0 |
|
- |
4.5(Mass of The Lamination) |
- |
250 |
|
- |
4.5(Laminated Fabric) |
- |
1050 |
|
- |
4.5(Lamination Over Hang of the fabric after trimming) |
- |
0 |
|
- |
4.6.1(Distance between the Two Row of Stitches) |
- |
0 |
|
- |
4.6.1(Distance of outer stitch from the edge of the bag) |
- |
0 |
|
- |
4.6.1(Depth of the Stitch( Double fold)) |
- |
0 |
|
- |
4.6.1(No.of Stitches/dm) |
- |
0 |
|
- |
4.6.2(Breaking Load of the stitching material Non UV Stabilized sack) |
- |
0 |
|
- |
4.6.2(Breaking Load for UV Stabilized sack) |
- |
0 |
|
- |
4.7(Mouth of the Sack) |
- |
250 |
|
- |
"Table 1 of Cl. No.5.1 Sl. No. i"("Dimension
a) Inside Length Type 1 & Type 2
") |
- |
250 |
|
- |
"Table 1 of Cl. No.5.1 Sl. No. i"("Dimension
b) Inside Width ") |
- |
0 |
|
- |
"Table 1 of Cl. No.5.1 Sl. No. ii"(Ends/dm ( Type 1 & Type 2)) |
- |
250 |
|
- |
"Table 1 of Cl. No.5.1 Sl. No. iii"(Picks /dm ( Type 1 & Type 2)) |
- |
250 |
|
- |
"Table 1 of Cl. No.5.3 Sl. No. iv"("Mass of Fabric
a) Unlaminated Sack( Type 1 & Type 2)") |
- |
500 |
|
- |
"Table 1 of Cl. No.5.3 Sl. No. iv"("Mass of Fabric
b) Laminated Sack( Type 1 & Type 2)") |
- |
500 |
|
- |
"Table 1 of Cl. No.5.3 Sl. No. v"(Mass of Sack( Type 1 & Type 2)) |
- |
250 |
|
- |
"Table 1 of Cl. No.5.4 Sl. No. vi"(Avg. Breaking Strength Of fabric (Ravelled strip method)( 325mm X 25 mm)) |
- |
2200 |
|
Lengthwise & Widthwise |
"Table 1 of Cl. No.5.4 Sl. No. vii"(Breaking Strength of Bottom Seam (Ravelled strip method)) |
- |
1100 |
|
- |
"Table 1 of Cl. No.5.1 Sl. No. viii"("Elongation at Break of fabric
a)Length(Type 1 & Type 2)") |
- |
0 |
|
- |
"Table 1 of Cl. No.5.1 Sl. No. viii"("Elongation at Break of fabric
b) Width(Type 1 & Type 2)") |
- |
0 |
|
- |
"Table 1 of Cl. No.5.5 Sl. No. ix"("Ash Content
a) For UV Stabilized Sack") |
- |
950 |
|
- |
Cl. No.5.5("Ash Content
b) For Non- UV Stabilized Sack") |
- |
950 |
|
- |
Cl. No.5.6(Drop Impact testing of filled sack) |
- |
1000 |
|
- |
Cl. No.5.2(Visual Observation) |
- |
0 |
|
- |
Cl. No.5.3(Mass of Bale) |
- |
0 |
|
- |
Cl. No.5.7(UV Resistance) |
- |
12380 |
|
UV Resistance (192 hrs.) + Breaking strength after UV
100 x 65 + 92x40+ 2200 |
|
Complete
|
|
21 Feb, 2026 |
- |
5 |
IS 14887 (2014) |
Textiles – High density polyethylene (HDPE)/ polypropylene (PP) woven sacks for packaging of 50 kg food grains – Specification (first revision) |
PE & PP All |
-
|
25080 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
3.2(Tapes – Width and Thickness
( IS 6192/IS 11197)) |
- |
500 |
|
Width + Thickness ( 250+250) |
3.2(Tapes – Linear Density
(IS 6192/IS 11197)) |
- |
500 |
|
- |
3.2(Tapes – Tenacity (IS 6192/IS 11197)) |
- |
250 |
|
- |
3.2(Tapes – Elongation at point of rupture
(IS 6192/IS 11197)) |
- |
1100 |
|
- |
3.2(Tapes – Heat Shrinkage (HDPE) (Cl. 3.2 and IS 6192)) |
- |
700 |
|
- |
3.2(Tapes – Colour Fastness for pigmented tapes (IS 6192/IS 11197)) |
- |
850 |
|
- |
3.2(Tapes – Dimensional stability (PP)
(IS 11197)) |
- |
700 |
|
- |
3.2(Unlaminated Fabric Mass ) |
- |
300 |
|
- |
3.3.1(Bottom seam (IS 10789)) |
- |
250 |
|
- |
4.1 and 3.4(Mass of bale (Cl. 4.1), Capacity (Cl 3.4)) |
- |
250 |
|
- |
4.2 and Table 1 ii(Dimensions ) |
- |
250 |
|
- |
5.2 and Table 1 iii(Ends per dm ) |
- |
200 |
|
- |
5.2 and Table 1 iv(Picks per dm ) |
- |
200 |
|
- |
4.2 and Table 1 v(Mass of sack ) |
- |
300 |
|
- |
4.2 and Table 1 vi(Average breaking strength of fabric ) |
- |
1100 |
|
- |
4.2 and Table 1 vi(Breaking strength of bottom seam ) |
- |
1100 |
|
- |
4.2 and Table 1 viii(Elongation at break of fabric ) |
- |
0 |
|
- |
4.2 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 ) |
- |
0 |
|
- |
4.2 and Table 1 x(Ash content ) |
- |
950 |
|
- |
3.1(Material Identification) |
- |
1050 |
|
- |
3.1(Overall Migration) |
- |
2000 |
|
Testing+ Specimen charges ( 1700+300) |
3.2(Density) |
- |
500 |
|
- |
3.2(MFI) |
- |
1100 |
|
- |
4.2 and Table 1 vi(Breaking strength of bottom seam ) |
- |
1100 |
|
- |
4.2 and Table 1 viii(Elongation at break of fabric ) |
- |
1100 |
|
- |
4.2 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 |
|
For UV Test (100*65+92*40)=10180+ Breaking strength after UV : 2200 ( Length wise & width wise) |
4.2 and Table 1 x(Ash content ) |
- |
950 |
|
- |
|
Complete
|
|
21 Feb, 2026 |
- |
6 |
IS 10124 : Part 1 (2009) |
Fabricated PVC-U Fittings for Potable Water Supplies - Specification Part 1 General Requirements (Second Revision) |
All size |
-
|
4925 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
3(Material) |
- |
4100 |
|
Testing charges ( VCM Content + K- Value) ( 3000+1100) |
4(Size of fitting) |
- |
0 |
|
- |
5.1 Table-1 Fig.1(Dimension of Socket length) |
- |
500 |
|
- |
5.1.2 Table-1(Dimensions of mean inside diameter at mid-point of socket depth) |
- |
0 |
|
- |
5.1.3 (Out of Roundness Tolerance of Socket Inside Diameter) |
- |
0 |
|
- |
5.2 Table-2 Fig.2(Dimensions of socket for elastomeric sealing ring) |
- |
0 |
|
- |
6.1(Opacity test in accordance with IS 12235 (Part 3)) |
- |
575 |
|
- |
6.2(Short Term Hydraulic Test in accordance with Annex A) |
- |
850 |
|
- |
8(Marking) |
- |
0 |
|
- |
3.2.3(socket, measurements) |
- |
0 |
|
- |
6.3(Effect on water test) |
- |
3000 |
|
- |
|
Complete
|
|
21 Feb, 2026 |
- |
7 |
IS 13592 (2013) |
Unplasticized Polyvinyl Chloride (PVC-U) Pipes for Soil and Waste Discharge System Inside and Outside Buiildings Including Ventilation and Rainwater System |
Type A& B, All Size |
-
|
16500 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) |
- |
300 |
|
- |
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 |
|
- |
Cl.7.1(Mean outside diameter, outside diameter at any point
for Type A and Type B pipes
manufactured plain or with socket shall be as given in
Table 1. Dimensions shall be measured according to
the method given in IS 12235 (Part 1).) |
- |
500 |
|
- |
Cl.7.1( outside diameter at any point
for Type A and Type B pipes
manufactured plain or with socket shall be as given in
Table 1. Dimensions shall be measured according to
the method given in IS 12235 (Part 1).) |
- |
0 |
|
- |
Cl.7.1( wall thickness at any point
for Type A and Type B pipes
manufactured plain or with socket shall be as given in
Table 1. Dimensions shall be measured according to
the method given in IS 12235 (Part 1).) |
- |
0 |
|
- |
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 |
|
- |
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 |
|
- |
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 |
|
- |
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.) |
- |
300 |
|
- |
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.) |
- |
1000 |
|
Testing charge + Specimen ( 700+300) |
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 |
|
- |
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 |
|
- |
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.* (Natural Weathering) testing charge. |
Cl. 9, IS 12235 Part 7(Resistance to Sulphuric Acid) |
- |
2300 |
|
Testing charge+ Specimen (2000+300) |
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.) |
- |
1400 |
|
Testing charge+ Specimen (1100+300) |
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.) |
- |
2700 |
|
Testing charge+ Specimen (1100 x 2+500) Tensile Strength (Before Exposure) & Tensile Strength (after Exposure) |
Cl.10.3(The axial shrinkage shall not exceed 2 percent when
determined in accordance with Annex B.) |
- |
700 |
|
- |
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 |
|
- |
Cl. 12, IS 12235 Part 11(Resistance to Di-Chloro-Methane ) |
- |
1000 |
|
- |
8.6(Effect on Water Test) |
- |
3000 |
|
- |
|
Complete
|
|
21 Feb, 2026 |
- |
8 |
IS 10124 : Part 12 (2009) |
Fabricated pvc - U fittings for potable water supplies - Specification: Part 12 specific requirements for 22½ degree bends (Second Revision) |
All size |
-
|
4925 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
3.1(General) |
- |
4100 |
|
VCM Content+ K- value ( 3000+1100) |
3.2.2, Table 1(Dimensions of 22 ½ deg Bends) |
- |
500 |
|
- |
3.2.2, Table 2(Dimensions of 22 ½ deg Bend for Elastomeric Sealing Ring Joint) |
- |
0 |
|
- |
3.2.3(Socket, measurements) |
- |
0 |
|
- |
|
Complete
|
|
21 Feb, 2026 |
- |
9 |
IS 4985 (2021) |
UNPLASTICIZED PVC PIPES FOR POTABLE WATER SUPPLIES SPECIFICATION Fourth Revision |
All size & class |
-
|
26925.00 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
5(CLASSIFICATION OF PIPES) |
- |
0 |
|
- |
6.1.2(PVC Resin) |
- |
4100 |
|
VCM content= 3000 + K- Value: 1100 |
7(DIMENSIONS-PIPE-Nominal Diameter) |
- |
500 |
|
All dimensions |
7.1.1.1(DIMENSIONS-PIPE-Mean O.D. (Minimum)) |
- |
0 |
|
- |
7.1.1.1(DIMENSIONS-PIPE-Mean O.D. (Mamimum)) |
- |
0 |
|
- |
7.1.1.1(DIMENSIONS-PIPE-Mean O.D. Variation) |
- |
0 |
|
- |
7.1.1.2(DIMENSIONS-PIPE-O.D. at any Point (Minimum)) |
- |
0 |
|
- |
7.1.1.2(DIMENSIONS-PIPE-O.D. at any Point (Maximum)) |
- |
0 |
|
- |
7.1.1.2(DIMENSIONS-PIPE-Ovality (Maximum)) |
- |
0 |
|
- |
7.1.2.1(DIMENSIONS-PIPE-Thickness(Minimum)) |
- |
0 |
|
- |
7.1.2.1(DIMENSIONS-PIPE-Thickness(Maximum)) |
- |
0 |
|
- |
7.1.2.1(DIMENSIONS-PIPE-Average Thickness) |
- |
0 |
|
- |
7.2.1(DIMENSIONS-Socket) |
- |
0 |
|
- |
7.2.1.1-Table 3(DIMENSIONS-Socket-Sockets for solvent cement jointing-Minimum Length) |
- |
0 |
|
- |
7.2.1.1-Table 3(DIMENSIONS-Socket-Sockets for solvent cement jointing-Diameter at mid point of the socket length (Minimum)) |
- |
0 |
|
- |
7.2.1.2(a)-Table 5(DIMENSIONS-Sockets for elastomeric sealing ring joints-Minimum depth of engagement) |
- |
0 |
|
- |
7.2.1.2-Table 4(DIMENSIONS-Sockets for elastomeric sealing ring joints-Socket inner Diameter) |
- |
0 |
|
- |
8(SEALING RINGS) |
- |
0 |
|
- |
9.1(PIPE ENDS) |
- |
0 |
|
- |
10.1(PHYSICAL AND CHEMICAL CHARACTERISTICS-Visual Appearance) |
- |
300 |
|
- |
10.1(Colour) |
- |
0 |
|
- |
10.1(Surface Finish) |
- |
0 |
|
- |
10.1.1(PHYSICAL AND CHEMICAL CHARACTERISTICS-Visual Appearance) |
- |
0 |
|
- |
10.2(PHYSICAL AND CHEMICAL CHARACTERISTICS-Opacity) |
- |
575 |
|
- |
10.4(PHYSICAL AND CHEMICAL CHARACTERISTICS- Reversion Test) |
- |
900 |
|
Testing charges + specimen charges ( 700+200) |
10.5(PHYSICAL AND CHEMICAL CHARACTERISTICS- Vicat Softening Temperature) |
- |
1100 |
|
- |
10.6(PHYSICAL AND CHEMICAL CHARACTERISTICS- Density) |
- |
500 |
|
- |
10.7(Sulphated Ash Content) |
- |
950 |
|
- |
11.1-Table 6(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Acceptance Test)) |
- |
850 |
|
- |
11.1-Table 6(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Type Test)) |
- |
11000 |
|
- |
11.1-Table 7(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Acceptance Test)-for Integral Sealing Ring Sockets) |
- |
850 |
|
- |
11.1-Table 7(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Type Test)-for Integral Sealing Ring Sockets) |
- |
5000 |
|
- |
11.1.1(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Acceptance Test)-for Plumbing pipes) |
- |
850 |
|
- |
11.2(Resistance to External Blows at 0°C) |
- |
1400 |
|
Testing charges +Specimen ( 1100+300) |
10.3(Effect on Water Test) |
- |
3000 |
|
- |
7.1.4(Length) |
- |
0 |
|
- |
6.1.1(VCM Content) |
- |
3000 |
|
- |
7.1.3(mean outside diameter, outside diameter at
any point, and wall thickness of plumbing pipes) |
- |
0 |
|
- |
7.2.1.1-Table 3(DIMENSIONS-Socket-Sockets for solvent cement jointing-Diameter at mid point of the socket length (Maximum)) |
- |
0 |
|
- |
|
Complete
|
|
21 Feb, 2026 |
- |
10 |
IS 14772 (2020) |
Boxes and Enclosures for Electrical Accessories for Household and Similar Fixed Electrical Installations — General Requirements ( First Revision ) |
Non Metallic Type (Plastic Enclosure) |
-
|
24950 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
7.1(Nature of material) |
- |
1050 |
|
- |
7.2(Type of installation) |
- |
0 |
|
- |
7.3(Types of inlets) |
- |
0 |
|
- |
7.4(Clamping means) |
- |
0 |
|
- |
7.5(Minimum temperature during installation) |
- |
0 |
|
- |
7.6, 7.7, 7.8(The degree of ingress protection) |
- |
0 |
|
- |
7.9(The provision for fixing accessories to the boxes ) |
- |
0 |
|
- |
7.1(The method of fixing the terminals) |
- |
0 |
|
- |
8.1(marking) |
- |
250 |
|
- |
8.2(By Inspection and The marking is rubbed by hand 15s width a piece of
cloth soaked with water and again for 15s with a piece of cloth soaked with petroleum spirit.) |
- |
0 |
|
- |
8.3(BIS Certification Marking) |
- |
0 |
|
- |
9.0(Dimensions) |
- |
500 |
|
- |
10.0(Protection against electric shock) |
- |
900 |
|
- |
11.0(PROVISION FOR EARTHING) |
- |
250 |
|
- |
12.0(Constructions) |
- |
250 |
|
- |
13.0(Resistance to ingress of solid objects) |
- |
10000 |
|
- |
13.0(Resistance toharmful ingress of water) |
- |
0 |
|
- |
13.0(Resistance to ageing) |
- |
4200 |
|
(70˚C/7 days) * (7x24x25) |
14.0(insultation resistance) |
- |
1100 |
|
- |
14.0(electric strength) |
- |
0 |
|
- |
15.0(Mechanical strength) |
- |
1100 |
|
- |
16.0(resistance to heat) |
- |
700 |
|
- |
17.0(creepage distance) |
- |
500 |
|
- |
17.0(clearances) |
- |
0 |
|
- |
17.0(distance through seating compund) |
- |
0 |
|
- |
18.0(Resistance to insulating material to abnormal heat and fire) |
- |
2900 |
|
- |
19.0(Resistance to tracking) |
- |
1100 |
|
- |
20.0(Resistance to corrosion) |
- |
900 |
|
- |
21.0(Electromagnetic compatibility (EMC)) |
- |
300 |
|
- |
|
Complete
|
|
21 Feb, 2026 |
- |
11 |
IS 16703 (2017) |
Textiles - High density polyethylene (HDPE) polypropylene (PP) woven sacks for packaging of 25 kg polymer materials - Specification |
All |
-
|
32280 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
5.1(Mass of Bale) |
- |
0 |
|
- |
5.2 Table 1(Dimensions) |
- |
250 |
|
- |
5.2 Table 1(Dimensions) |
- |
0 |
|
- |
5.2 Table 1(Dimensions) |
- |
0 |
|
- |
5.2 Table 1(Dimensions) |
- |
0 |
|
- |
5.2 Table 1(Ends per dm) |
- |
250 |
|
- |
5.2 Table 1(Picks per dm) |
- |
250 |
|
- |
5.2 Table 1(Mass of sack, Gusseted type, g - IS 1964) |
- |
250 |
|
- |
5.2 Table 1(Average breaking strength of fabric [Ravelled strip
method, 325 mm × 70mm1)] Min, N) (kgf): - IS 1969 (Part 1)) |
- |
1100 |
|
For UV Exposure for 192 hrs. (100x65 + 92x40): 10180 |
5.2 Table 1(Average breaking strength of fabric [Ravelled strip
method, 325 mm × 70mm1)] Min, N2) (kgf): - IS 1969 (Part 1)) |
- |
1100 |
|
- |
5.2 Table 1(Breaking strength of bottom seam (Ravelled strip
method), Min, N) (kgf) - IS 9030) |
- |
1100 |
|
- |
5.2 Table 1(Elongation at break of fabric (Ravelled strip method),
percent : IS 1969 (Part 1)) |
- |
1100 |
|
- |
5.2 Table 1(Elongation at break of fabric (Ravelled strip method),
percent : IS 1969 (Part 1)) |
- |
1100 |
|
- |
5.2 Table 1(Drop impact strength) |
- |
1100 |
|
- |
(Clauses 4.2, 5.1, 5.2, 5.3 and 5.4) Table 1 (Ash Content ,a) For UV stabilized sacks) |
- |
950 |
|
- |
(Clauses 4.2, 5.1, 5.2, 5.3 and 5.4) Table 1 (Ash Content ,b) For non- UV stabilized sacks) |
- |
950 |
|
- |
|
Complete
|
|
21 Feb, 2026 |
- |
12 |
IS 16647 (2017) |
Oriented unplasticized polyvinyl chloride (Pvc - O) pipes for water supply - Specification |
All |
-
|
50450 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
5.5( Density, g/cc) |
- |
500 |
|
-- |
7, see 8.3 and fig-1( GENERAL REQUIREMENTS OF PIPES/ visual appearance) |
- |
300 |
|
-- |
9 /9.1 / 27 degree centigrate(MECHANICAL CHARACTERISTICS OF PIPES9./ Resistance to Hydrostatic Pressure) |
- |
22850 |
|
Acceptance Test (10 hrs./27˚C):850, Type Test (1000 hrs./27˚C):11000 & Type Test (1000 hrs./60˚C):11000 |
7.3( Opacity) |
- |
575 |
|
-- |
9.2, table -11( Resistance to External Blows at 0 °C) |
- |
1000 |
|
-- |
8.2 table-9( Pipe Ends) |
- |
250 |
|
-- |
5 / 5.1(MATERIALS ) |
- |
2000 |
|
-- |
5.3(VCM Content) |
- |
3000 |
|
-- |
5.4( K-Value) |
- |
1100 |
|
-- |
5.6 / 5.6.1( Material Classification, table -1) |
- |
250 |
|
-- |
6.0(CLASSIFICATION OF PIPES, table-2) |
- |
250 |
|
-- |
7.2( Colour) |
- |
250 |
|
-- |
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) |
- |
250 |
|
-- |
8.1.3 (Length, meter) |
- |
250 |
|
-- |
8.2 table-9(Dimensions of Integral Socket) |
- |
250 |
|
-- |
9.3 table-12( Ring Stiffness) |
- |
1400 |
|
For testing charges:1100+ For specimen:300 |
9.4, annexure-E( Orientation Factor) |
- |
900 |
|
For testing charges:700+ For specimen:200 |
10, table-13( PHYSICAL AND 1CHARACTERISTICS) |
- |
6200 |
|
Vicat Softening temp. (VST):1100+ Effect on water:3000 + Resistance to dichloromethane at Specified temp.:1000+ Alternative test to resistance to Di- chloromethane test:1100 |
11,11.1( MECHANICAL CHARACTERISTICS OF ASSEMBLIES INCLUDING JOINTS/ 11.1 Assemblies with Non-End-Load-Bearing Joints) |
- |
1000 |
|
-- |
11.2 / 11.2.1( Short-Term Pressure Test for Leak Tightness of Assemblies) |
- |
1000 |
|
-- |
11.3( Short-Term Negative Pressure Test for Leak Tightness of Assemblies) |
- |
1000 |
|
-- |
12(a)( ELASTOMERIC SEALS) |
- |
1050 |
|
-- |
12(b)( ELASTOMERIC SEALS) |
- |
375 |
|
-- |
|
Complete
|
|
21 Feb, 2026 |
- |
13 |
IS 16205 : Part 24 (2017) |
Conduit Systems for Cable Management part 24 Particular Requirements Conduit Systems Buried Under Ground |
All |
-
|
19950 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
7.1(Marking and Documentation) |
- |
300 |
|
- |
6.1.1(Classification - Resistance to Compression) |
- |
1400 |
|
For testing + Specimen: 1100+300 |
6.1.2(Classification - Resistance to Impact) |
- |
1400 |
|
For testing:1100 + Specimen: 300 |
6.1.3(Classification - Resistance to Bending) |
- |
0 |
|
- |
6.1.4 of IS 16205 (Part 1) : 2017(Classification - Tensile Strength) |
- |
0 |
|
- |
6.1.5 of IS 16205 (Part 1) : 2017(Classification - Suspended Load Capacity) |
- |
0 |
|
- |
6.3 of IS 16205 (Part 1) : 2017(Classification - According to Electrical Characteristics) |
- |
0 |
|
- |
6.4 of IS 16205 (Part 1) : 2017(Classification - According to Resistance to External Influences) |
- |
0 |
|
- |
6.5 of IS 16205 (Part 1) : 2017(Classification - According to Resistance to Flame Propogation) |
- |
0 |
|
- |
7.1.2(Marking and Documentation) |
- |
300 |
|
- |
7.1.3(Marking and Documentation) |
- |
0 |
|
- |
7.1.101(Marking and Documentation) |
- |
0 |
|
- |
7.2(Marking and Documentation) |
- |
0 |
|
- |
7.5 of IS 16205 (Part 1) : 2017(Marking and Documentation) |
- |
0 |
|
- |
7.6 of IS 16205 (Part 1) : 2017(Marking and Documentation) |
- |
0 |
|
- |
7.101(Marking and Documentation) |
- |
0 |
|
- |
7.102(Marking and Documentation) |
- |
0 |
|
- |
8 Table 101(Dimensions) |
- |
250 |
|
- |
8 Table 101(Dimensions) |
- |
0 |
|
- |
9.1 of IS 16205 (Part 1) : 2017(Construction) |
- |
300 |
|
- |
9.2 of IS 16205 (Part 1) : 2017(Construction) |
- |
0 |
|
- |
9.4 of IS 16205 (Part 1) : 2017(Construction) |
- |
0 |
|
- |
9.5 of IS 16205 (Part 1) : 2017(Construction) |
- |
0 |
|
- |
9.6 of IS 16205 (Part 1) : 2017(Construction) |
- |
0 |
|
- |
10.1(Mechanical Strength) |
- |
1600 |
|
Test charge + Specimen ( 1100+500) |
10.3(Impact Test) |
- |
1600 |
|
Test charge + Specimen ( 1100+500) |
10.4(Bending Test) |
- |
2000 |
|
Applicable on Pliable conduits |
13.1.3(Spread of fire) |
- |
750 |
|
- |
13.1.3.1(Spread of fire) |
- |
2900 |
|
- |
13.1.3.2(Spread of fire) |
- |
0 |
|
- |
14.0(External Influences) |
- |
10000 |
|
For IP 67 Test |
15.0(Electromagnetic Compatibility) |
- |
300 |
|
- |
10.2(Compression Test) |
- |
1600 |
|
Test charge + Specimen ( 1100+500) |
|
Complete
|
|
21 Feb, 2026 |
- |
14 |
IS 14625 (2015) |
Plastics Feeding Bottles ( First Revision ) |
All |
-
|
18400 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl 5.1(Physical Requirements) |
- |
300 |
|
- |
Cl 5.1.3(Wall Thickness) |
- |
250 |
|
- |
Cl 5.1.4(Capacity) |
- |
500 |
|
- |
Cl 5.3.2(Transparecy) |
- |
700 |
|
- |
Cl 5.3.3(Leakage Test) |
- |
400 |
|
- |
Cl 5.3.4(Drop Test) |
- |
1100 |
|
- |
Cl 5.3.5(Ageing Resistance) |
- |
700 |
|
- |
Cl 5.3.6(Compressive Deformation Resistance) |
- |
1100 |
|
- |
Cl 5.3.7(Product Resistance of Printed Containers) |
- |
500 |
|
- |
Cl 5.1.4.2 (a)(Test for permanency of Pigment) |
- |
0 |
|
- |
5.3.8 a)(Migration Test a) Distilled water at 40±2° hrs) |
- |
1700 |
|
- |
5.3.8 b)(Migration Test b) n-Haptane at 38±1° C for 30 min) |
- |
1200 |
|
- |
Sl. No. i), Table 1, Cl.5.2.1.7(Migration of certain elements - Antimony) |
- |
1000 |
|
- |
Cl.5.2.1.7, Table-1(i)(Migration of certain elements, Reqiurement as per table 1, Arsenic) |
- |
1000 |
|
- |
Cl.5.2.1.7, Table-1(ii)(Migration of certain elements, Reqiurement as per table 1, Chromium) |
- |
1000 |
|
- |
Cl.5.2.1.7, Table-1(iii)(Migration of certain elements, Reqiurement as per table 1, Mercury) |
- |
1000 |
|
- |
Cl.5.2.1.7, Table-1(iv)(Migration of certain elements, Reqiurement as per table 1, Cadmium) |
- |
1000 |
|
- |
Cl.5.2.1.7, Table-1(v)(Migration of certain elements, Reqiurement as per table 1, Lead) |
- |
1000 |
|
- |
Cl.5.2.1.7, Table-1(vi)(Migration of certain elements, Reqiurement as per table 1, Barium) |
- |
1000 |
|
- |
Cl.5.2.1.7, Table-1(vii)(Migration of certain elements, Reqiurement as per table 1, Selenium) |
- |
1000 |
|
- |
Clause 5.3.1(Environmental Stress crack resistance) |
- |
1200 |
|
- |
|
Complete
|
|
21 Feb, 2026 |
- |
15 |
IS 14611 (2016) |
Multilayered cross laminated sheets/tarpaulins/covers/agricultural films - Specification (First Revision) |
All |
-
|
40005 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl 5(Construction) |
- |
1675 |
|
CBC:925, Panel: 250, Ends & sides dimension:250 & Panel Length & Width:250 |
Cl. 6.1(Workmanship) |
- |
250 |
|
- |
Cl. 6.2(Substance) |
- |
250 |
|
- |
Cl 6.3 & Table1(Accelerated Ageing Test) |
- |
26230 |
|
Tensile Strength & Elongation at Break:2200, Ageing at 168 hrs. (168 x25):4200, Tensile Strength (After Ageing):2200, Tear Strength:2200, Tear Strength (After Ageing) :2200, Dart Impact Resistance:850, UV weathering 192 hours:10180, Avg. T.S & E.B:2200. |
Cl 6.4(Water Proofness Test) |
- |
1000 |
|
- |
Cl. 6.5(Strenght of joints/seams) |
- |
1100 |
|
- |
Cl. 6.6(Flex test) |
- |
4500 |
|
- |
Cl. 6.7(Ease of in-situ Repair) |
- |
250 |
|
- |
Cl. 7.1(Eyelets and rope lashing) |
- |
250 |
|
- |
Cl. 6.2,6.3,6.8, table no. 1 Sl No. i(Mass per unit area, Grade-XLN Extra light, Ref. IS 7016(Part 1)) |
- |
250 |
|
- |
Cl. 6.2,6.3,6.8, table no. 1 Sl No. i(Mass per unit area, Grade-LN Light, Ref. IS 7016(Part 1)) |
- |
250 |
|
- |
Cl. 6.2,6.3,6.8, table no. 1 Sl No. i(Mass per unit area, Grade-MN Medium, Ref. IS 7016(Part 1)) |
- |
250 |
|
- |
Cl. 6.2,6.3,6.8, table no. 1 Sl No. i(Mass per unit area, Grade-HN Heavy, Ref. IS 7016(Part 1)) |
- |
250 |
|
- |
Cl. 6.2,6.3,6.8, table no. 1 Sl No. ii (a)(Tensile strenght, Ref. IS 13360(Part 5/Sec 1) and IS 13360 (Part 5/Sec 3), test condition-specimen type 2 and test speed 500 mm/min, Grade- XLN Extra light) |
- |
1100 |
|
- |
Cl. 6.2,6.3,6.8, table no. 1 Sl No. ii (a)(Tensile strenght, After ageing at 70±1°C 168h. Ref. IS 13360(Part 5/Sec 1) and IS 13360 (Part 5/Sec 3), test condition-specimen type 2 and test speeed 500mm/min, Grade-XLN Extra light) |
- |
1100 |
|
- |
Cl. 6.2,6.3,6.8, table no. 1 Sl No. iii (a)(Elongation at break, Ref. IS 13360(Part 5/Sec 1) and IS 13360 (Part 5/Sec 3), test condition-specimen type 2 and test speed 500 mm/min, Grade- XLN Extra light) |
- |
0 |
|
- |
Cl. 6.2,6.3,6.8, table no. 1 Sl No. iv (a)(Tear strenght, Annex-F, Grade- XLN Extra light) |
- |
1100 |
|
- |
Cl. 6.2,6.3,6.8, table no. 1 Sl No. iv (a)(Tear strenght, Annex-F, Grade- LN light) |
- |
1100 |
|
- |
Cl. 6.2,6.3,6.8, table no. 1 Sl No. iv (a)(Tear strenght, Annex-F, Grade- MN Medium) |
- |
1100 |
|
- |
Cl. 6.2,6.3,6.8, table no. 1 Sl No. iv (b)(Tear strenght, Annex-F, Grade- XHN Extra heavy) |
- |
1100 |
|
- |
Cl. 6.2,6.3,6.8, table no. 1 Sl No. iv (a)(Tear strenght, After ageing at 70±1°C for 168h, Annex-F, Grade- XLN Extra light) |
- |
11280 |
|
Ageing(10180.00) and Tear strength (1100.00) |
Cl. 6.2,6.3,6.8, table no. 1 Sl No. iv (a)(Tear strenght, After ageing at 70±1°C for 168h, Annex-F, Grade- LN light) |
- |
11280 |
|
Ageing(10180.00) and Tear strength (1100.00) |
Cl. 6.2,6.3,6.8, table no. 1 Sl No. iv (a)(Tear strenght, After ageing at 70±1°C for 168h, Annex-F, Grade- MN Medium) |
- |
11280 |
|
Ageing(10180.00) and Tear strength (1100.00) |
Cl. 6.2,6.3,6.8, table no. 1 Sl No. (vi)(Average tensile strenght and elongation at break after exposing to UV radiation and weathering, Annex- G, Grade- XLN Extra light) |
- |
11280 |
|
Ageing(10180.00) and Tensile strength (1100.00) |
Cl. 6.2,6.3,6.8, table no. 1 Sl No. (vi)(Average tensile strenght and elongation at break after exposing to UV radiation and weathering, Annex- G, Grade- LN light) |
- |
11280 |
|
Ageing(10180.00) and Tensile strength (1100.00) |
Cl. 6.2,6.3,6.8, table no. 1 Sl No. (vi)(Average tensile strenght and elongation at break after exposing to UV radiation and weathering, Annex- G, Grade- MN Medium) |
- |
11280 |
|
Ageing(10180.00) and Tensile strength (1100.00) |
Cl. 6.2,6.3,6.8, table no. 1 Sl No. (vi)(Average tensile strenght and elongation at break after exposing to UV radiation and weathering, Annex- G, Grade- XHN Extra Heavy) |
- |
11280 |
|
Ageing(10180.00) and Tensile strength (1100.00) |
Table1 - v)(Dart Impact Strength) |
- |
850 |
|
- |
5.1(Carbon Black Content) |
- |
925 |
|
- |
5.2(Panel) |
- |
0 |
|
- |
5.3(Ends & Sides dimensions) |
- |
0 |
|
- |
5.4(Panel Length & width) |
- |
0 |
|
- |
Cl. 6.3(Accelerated ageing test) |
- |
0 |
|
- |
Cl. 6.4(water proofness test) |
- |
1000 |
|
- |
|
Complete
|
|
21 Feb, 2026 |
- |
16 |
IS 14151 : Part 2 (2008) |
Irrigation equipment - Sprinkler pipes - Specification: Part 2 quick coupled polyethylene pipes and fittings (Second Revision) |
All size |
-
|
41675 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl.4.1(Quick Coupled Male and Female Couplers) |
- |
0 |
|
- |
7.2.1 (Visual and Workmanship Requirement) |
- |
0 |
|
- |
6.2, 6.2.1 (Quick Coupled Fittings) |
- |
0 |
|
- |
6.1.3.2 (Quick coupled fittings) |
- |
0 |
|
- |
6.1.3.1.1(Weldability Test) |
- |
1600.00 |
|
Acceptance Test |
6.1.3, 6.1.3.1(Weldability Test) |
- |
4800 |
|
Type Test |
6.1.2.2( Hydraulic Proof Test) |
- |
850 |
|
- |
6.1.2, 6.1.2.1( Hydraulic Proof Test) |
- |
850 |
|
- |
6.1.1, 6.1.1.1(Leakage Test) |
- |
850 |
|
- |
6.1.1, 6.1.1.1(Leakage Test) |
- |
850 |
|
- |
6.1(Quick Coupled Pipes and Fittings) |
- |
300 |
|
- |
5.3(Dimensions of Quick Coupled Sprinkler Saddles Table 1.) |
- |
500 |
|
- |
5.2(Dimensions of Quick Coupled Pump Connectors Table 3.) |
- |
0 |
|
- |
4.2.7(Valve openers Table 1 of IS 8008 (Part 2)) |
- |
0 |
|
- |
4.2.7(Insert vatve couplers Table 1 of IS 8008 (Part 3)) |
- |
0 |
|
- |
4.2.7(End caps Table 1 of IS 8008 (Part 9)) |
- |
0 |
|
- |
4.2.7(Pipe ends Table 1 of IS 8008 (Part 6)) |
- |
0 |
|
- |
4.2.7(Ferrule reducers Table 1 of IS 8008 (Part 5)) |
- |
0 |
|
- |
4.2.7(Reducers Table 1 and 2 of IS 8008 (Part 4)) |
- |
0 |
|
- |
4.2.7(1 Dimensions of Quick Coupled Pipes and Fittings) |
- |
0 |
|
- |
4.2.7(Quick Coupled ~pe HDPE Fittings) |
- |
0 |
|
- |
4.2.6(Quick Coupled ~pe HDPE Fittings) |
- |
0 |
|
- |
4.2.5(Quick Coupled ~pe HDPE Fittings) |
- |
0 |
|
- |
4.2.4(Quick Coupled ~pe HDPE Fittings) |
- |
0 |
|
- |
4.2.3(Quick Coupled ~pe HDPE Fittings) |
- |
0 |
|
- |
4.2.2(Quick Coupled ~pe HDPE Fittings) |
- |
0 |
|
- |
4.2.1(Quick Coupled ~pe HDPE Fittings) |
- |
0 |
|
- |
4.1.5(Rubber Ring) |
- |
6300 |
|
Material Identification (Chemical Analysis):1050, Colour: 300, Rubber ring Hardness Shore - A (before Ageing): 375, Ageing charges for rubber ring (70 °C/7 days): 4200, Rubber ring Hardness Shore - A (after ageing): 375 |
4.1.4(b)(Holding Attachments for Coupler Parts) |
- |
850 |
|
- |
4.1.4(a)(Holding Attachments for Coupler Parts) |
- |
850 |
|
- |
4.1 .3(Workmanship and Appearance) |
- |
300 |
|
- |
4.1 .1.2.2(HDPE couplers) |
- |
0 |
|
- |
4.1 .1.2.1(HDPE couplers) |
- |
1050 |
|
- |
Cl. 4.1.1.2.1, IS 14151 (P-1)-1999, Cl. 4, IS 2530-1963, Cl. 16(Carbon Black Dispersion) |
- |
1400 |
|
Male & Female coupler: 700 x 2= 1400 |
Cl. 4.1.1.2.1, IS 14151 (P-1)-1999, Cl. 4, IS 2530-1963, Cl. 10(Cabon Black Content) |
- |
3750 |
|
Carbon black Content(2X925)+Carbon black Dispersion(2X700)+Wall thickness of male & female coupler ( 1850+1400+500) |
4.1 (b)(HDPE couplers —) |
- |
1050 |
|
- |
4.1 (a)( Quick Coupled Male and Female Couplers) |
- |
300 |
|
- |
4(QUICK COUPLED FITTINGS) |
- |
0 |
|
- |
3(QUICK COUPLED PIPES) |
- |
0 |
|
- |
Cl.3(Quick Coupled pipes) |
- |
0 |
|
- |
Cl.6.1.3(Weldability Test- b) Acceptance test) |
- |
1600 |
|
Acceptance Test |
Cl.6.1.3(Weldability Test- a) Quality test) |
- |
4800 |
|
Type test |
Cl 4.1.5(Rubber rings- C)Rubber ring shall be of black colour:) |
- |
300 |
|
- |
Cl 4.1.5(Rubber rings- B) Change in hardness) |
- |
375 |
|
- |
Cl 4.1.5(Rubber rings- A)Shore hardness (Shore-A)) |
- |
375 |
|
- |
Cl 4.1.4(Holding attachments for coupler parts) |
- |
850 |
|
- |
Cl.4.1.3(Workmanship and appearance ) |
- |
300 |
|
- |
Cl.4.1(Quick Coupled Male and Female Couplers) |
- |
300 |
|
- |
|
Complete
|
|
21 Feb, 2026 |
- |
17 |
IS 12818 (2010) |
Unplasticized polyvinyl chloride (Pvc - U) screen and casing pipes for bore/tubewells - Specification (Second Revision) |
All |
-
|
10625 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
5(COLOUR) |
- |
300 |
|
- |
9.6(Vicat Softening Temperature
IS 12235 (Part 2).) |
- |
1100 |
|
- |
9.5(Tensile Strength
IS 12235(Part 13)) |
- |
1600 |
|
Testing charges + Specimen ( 1100+500) |
9.4 and Table 14(Resistance to External Blows at 0 ?C
IS 12235 (Part 9)) |
- |
1400 |
|
Testing charges + Specimen ( 1100+300) |
9.3(Density
IS 12235 (Part 14)) |
- |
500 |
|
- |
9.2(Internal Diameter) |
- |
350 |
|
- |
9.1( Visual Appearance) |
- |
300 |
|
- |
8.4.1 and Table 13
Fig 3B & 4B(Dimensions of sealing elements) |
- |
250 |
|
- |
8.4(Sealing rings - Hardness) |
- |
375 |
|
- |
8.1 to 8.3 and Table 11 &12
Fig 3A & 4A(THREADING OF SCREEN ANDCASING PIPES.
IS 554.) |
- |
250 |
|
- |
7.5 and Table 10
Fig 2A & 2B(Approximate Free Passage Area, in Percent (Mean Value) for Width of Slot (w)) |
- |
0 |
|
- |
7.5 and Table 10
Fig 2A & 2B(Minimum number of slots on the circumference of the cross-section.) |
- |
0 |
|
- |
7.5 and Table 10
Fig 2A & 2B(Summation of slot lengths over internal circumference of the cross- section.) |
- |
0 |
|
- |
7.4 Table 8 & 9
Fig 1(Segmental length, l5) |
- |
0 |
|
- |
7.4 Table 8 & 9
Fig 1(Segmental length, l4) |
- |
0 |
|
- |
7.4 Table 8 & 9
Fig 1(Segmental length, l3) |
- |
0 |
|
- |
7.4 Table 8 & 9
Fig 1(Effective length, l2) |
- |
0 |
|
- |
7.3.2(Rib height) |
- |
0 |
|
- |
7.3.1(No.of Ribs) |
- |
0 |
|
- |
7.2 and Table 5, 6 & 7
Fig 1B(Wall thickness, Max) |
- |
0 |
|
- |
7.2 and Table 5, 6 & 7
Fig 1B(Wall thickness, Min) |
- |
0 |
|
- |
7.2 and Table 5, 6 & 7
Fig 1B(Mean Outer Diameter over Connection) |
- |
0 |
|
- |
7.2 and Table 5, 6 & 7
Fig 1B(Outer Diameter at any point, Max) |
- |
0 |
|
- |
7.2 and Table 5, 6 & 7
Fig 1B(Outer Diameter at any point , Min) |
- |
0 |
|
- |
7.2 and Table 5, 6 & 7
Fig 1B(Nominal Diameter) |
- |
0 |
|
- |
7.2 and Table 5, 6 & 7
Fig 1B(DIMENSIONS - Casing Pipes) |
- |
1500 |
|
All dimension charges of CS/CM/CD ( Test charge+ Specimen) 1000+500 |
7.1 and Table 1, 2, 3, & 4
Fig 1A & 1B(Wall thickness) |
- |
0 |
|
- |
7.1 and Table 1, 2, 3, & 4
Fig 1A & 1B(Mean Outer Diameter over Connection) |
- |
0 |
|
- |
7.1 and Table 1, 2, 3, & 4
Fig 1A & 1B(Outer Diameter at any point ) |
- |
0 |
|
- |
7.1 and Table 1, 2, 3, & 4
Fig 1A & 1B(Mean Outer Diameter of Pipe) |
- |
0 |
|
- |
7.1 and Table 1, 2, 3, & 4
Fig 1A & 1B(Nominal Diameter) |
- |
0 |
|
- |
4.1.2 (Ref. Cl 11 of IS 4669)(Composition -Sulphated ash content ) |
- |
950 |
|
- |
4.1.2 (Ref. Cl 5.1. of IS 4669)(Composition - Loss on heating ) |
- |
0 |
|
- |
4.1.1 (Ref. 3.4.1. of IS 10151)(Composition - The monomer content (VCM content) in the
resin - Annex A ofIS 10151) |
- |
3000 |
|
- |
8.4(Sealing elements
a. Elastomeric material
b. Shore A hardness of sealing Elements
) |
- |
375 |
|
- |
5.0(Colour of Pipes) |
- |
0 |
|
- |
7.2 and Table 5, 6 & 7
Fig 1B(Mean Outer Diameter of Pipe , Max) |
- |
0 |
|
- |
7.2 and Table 5, 6 & 7
Fig 1B(Mean Outer Diameter of Pipe, Min) |
- |
0 |
|
- |
8.1 to 8.3 and Table 11 &12
Fig 3A & 4A(THREADING OF SCREEN ANDCASING PIPES.
IS 554.) |
- |
0 |
|
- |
8.4.1 and Table 13
Fig 3B & 4B(Dimensions of sealing elements) |
- |
0 |
|
- |
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 |
|
- |
|
Complete
|
|
21 Feb, 2026 |
- |
18 |
IS 4984 (2016) |
Polyethylene pipes for water supply - Specification (Fifth Revision) |
All grade & size |
-
|
41825 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
8.7(Density) |
- |
500 |
|
- |
5, 5.1 table-1(MATERIALS) |
- |
0 |
|
- |
5.2(Polyethylene Resin) |
- |
5825 |
|
Complete testing charges for Raw material |
5.3 (a)(Carbon Black Master Batch) |
- |
1875 |
|
For CBC+ Ash content (925+950) |
5.3(b)(Carbon Black Master Batch) |
- |
1875 |
|
For CBC+ Ash content (925+950) |
5.3(c)(Carbon Black Master Batch) |
- |
1875 |
|
For CBC+ Ash content (925+950) |
5.3(d)(Carbon Black Master Batch) |
- |
950 |
|
- |
5.3(e)(Carbon Black Master Batch) |
- |
925 |
|
- |
5.4(Anti oxydent) |
- |
0 |
|
- |
8.3(Carbon black) |
- |
925 |
|
- |
8.6(Overall migration) |
- |
2000 |
|
Testing charge + Specimen:(1700+300) |
6, 6.1(PIPE DESCRIPTION) |
- |
0 |
|
- |
6, 6.1.1(PIPE DESCRIPTION) |
- |
0 |
|
- |
6, 6.1.2(PIPE DESCRIPTION) |
- |
0 |
|
- |
6.1.3 (PIPE DESCRIPTION) |
- |
0 |
|
- |
6.1.4(PIPE DESCRIPTION) |
- |
0 |
|
- |
6.2(Colour) |
- |
250 |
|
- |
6.2.1(6.1.1 Identification Stripes) |
- |
250 |
|
- |
7.2(Length) |
- |
250 |
|
- |
7.4 table -3 & 4(6.1 Dimensions) |
- |
250 |
|
- |
7.4.1.2(Ovality) |
- |
0 |
|
- |
8,/8.1/8.1.1 table-5(PERFORMANCE REQUIREMENTS / Hydraulic Characteristics/ Internal Pressure Creep Rupture Test of Pipe) |
- |
21400 |
|
(a) Acceptance Test (48 hrs)/80˚ C: 1600 + (b) Type Test (100 hrs)/27˚ C:4000+ (c) Type test (165 hrs)/80˚ C:4800 + (d) Type test (1000 hrs)/80˚ C:11000. |
8.1.2 table -5(Internal Pressure Creep Rupture Test of Pipe Joints) |
- |
1600 |
|
- |
8.2(Longitudinal Reversion Test) |
- |
900 |
|
Testing charge+ Specimen (700+200) |
8.4( Melt Flow Rate) |
- |
1100 |
|
- |
8.5 (Oxidation Induction Time) |
- |
2200 |
|
- |
8.8(Tensile Strength for Butt-fusion) |
- |
1600 |
|
Testing charges + Specimen ( 1100+500) |
8.9 table-6(Elongation at Break) |
- |
1600 |
|
Testing charges + Specimen ( 1100+500) |
8.10(Slow Crack Growth Rate) |
- |
6000 |
|
Testing charges + Specimen ( 5500+500) |
Clause 7.1(Visual Apperance) |
- |
300 |
|
- |
5.2(Density) |
- |
1125 |
|
Testing charge + Specimen:(500+625) |
5.2(MFI @ 1900C/5.0 Kg) |
- |
1100 |
|
- |
5.2(Volatile matter Content) |
- |
700 |
|
- |
5.3(Toluene Extract) |
- |
700 |
|
- |
Clause 7.3(Coiling) |
- |
250 |
|
- |
|
Complete
|
|
21 Feb, 2026 |
- |
19 |
IS 14885 (2001) |
Polyethylene pipes for the supply of gaseous fuels - Specification |
All grade & size |
-
|
472775 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Table-2, 5.1(Conventional Density, IS 7328:1992) |
- |
1125 |
|
Testing charges + Specimen (500+625) |
4.4(Colour) |
- |
300 |
|
- |
Table-2, 5.1(Melt Flow Rate, IS 2530:1963) |
- |
1100 |
|
- |
Table-2, 5.1(Thermal Staibility, Annex-D) |
- |
2200 |
|
- |
Table-2, 5.1(Resistance to gas constituents, Cl 5.5) |
- |
5000 |
|
Testing charges + Specimen (1000+4000) |
Table-2, 5.1(Pigment dispersion, Annex-E) |
- |
600 |
|
- |
5.2(Anti Oxidant: Cl. 17 of IS 2530) |
- |
0 |
|
- |
5.3(U.V.Stabilizer) |
- |
0 |
|
- |
6.1, Table-3(Ovality Pipe, Cl 6.3.2) |
- |
0 |
|
- |
6.1, Table-3(Nominal Outside Diameter of Pipes , Cl 6.3.1) |
- |
250 |
|
- |
6.2.1, Table-4(Minimum Wall Thickness, Cl.6.3, Cl.6.2.1.1, Table-5) |
- |
250 |
|
- |
6.4(Length of pipe) |
- |
0 |
|
- |
7, Table-6(Maximmn Out of Square of Each Pipe End) |
- |
0 |
|
- |
8.1(Hydraulic Charactristics, Annex-A) |
- |
25100 |
|
Type test (100 hrs./20°C):4000, Type test (1000 hrs./80°C): 11000+250, Notched Pipe (165 hrs./80°C):4800+250, Plain Pipe (165 hrs./80°C):4800 |
8.2(Reversion Test. Annex-C) |
- |
700 |
|
- |
8.3(Density, Annex A of IS 7328) |
- |
500 |
|
- |
8.4(Melt Flow Rate (MFR), IS 2530) |
- |
1100 |
|
- |
8.5(Thermal Stability to Oxidation, Annex-D) |
- |
2200 |
|
- |
8.7(Tensile yield strength, Annex-J) |
- |
1350 |
|
Testing charges + Specimen (1100+250) |
8.7(Elongation at break, Annex-J) |
- |
1350 |
|
Testing charges + Specimen (1100+250) |
8.8(Resistance to Weathering, Annex-F) |
- |
9000 |
|
Resistance to weathering (6 months) (Outdoor) Manual (1500 x 6) |
8.9(Squeeze off, Annex-G) |
- |
1300 |
|
- |
8.6 & Table-2(Volatile Content: Annex-H of IS 14885) |
- |
700 |
|
- |
8.5 & Table-2(Thermal Stability to Oxidation, Annex-D of IS 14885) |
- |
2200 |
|
- |
|
Complete
|
|
21 Feb, 2026 |
- |
20 |
IS 15328 (2003) |
Unplasticized Non-Pressure Polyvinyl Chloride ( PVC -U ) Pipes for use in Underground Drainage and Sewerage Systems - |
All |
-
|
22700 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
7.2(Colour ) |
- |
300 |
|
- |
5,5.2(Composition of the material
The material shall contain a minimum of
0.3 percent of rutile grade titanium dioxide.) |
- |
1200 |
|
- |
6.1,6.1.1
IS 12235 (Part 1)
Table 1(Dimension of Pipes:
Mean outside Diameter, dem) |
- |
500 |
|
- |
6.1,6.1.1
IS 12235 (Part 1)
Table 1(Outside Diameter at any point, de) |
- |
0 |
|
- |
6.1.2
IS 4985
Table 2(Wall Thickness, e ) |
- |
0 |
|
- |
6.1.3 (Length of Pipe) |
- |
0 |
|
- |
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) |
- |
0 |
|
- |
6.1.4,
Table 3(ii) Min. depth of engagement, A. ) |
- |
0 |
|
- |
6.1.4
Table 3(iii) Depth of sealing Zone C ) |
- |
0 |
|
- |
6.1.4,
Table 3(iv) Length of spigot, l1) |
- |
0 |
|
- |
6.1.4,
Table 3(v) Chamfer length, H : Approx.) |
- |
0 |
|
- |
6.1.4.1
(wall thickness of sockets
e2 min=0.9e
) |
- |
0 |
|
- |
6.1.4.1
(e3min=0.75e) |
- |
0 |
|
- |
6.1.4,
Table 4(b) Solvent Cement Joint sockets and
spigot ends
i) Mean inside dia. Of socket, dsm) |
- |
0 |
|
- |
6.1.4,
Table 4(ii) Length of Solvent Cement socket, l2 ) |
- |
0 |
|
- |
6.1.4,
Table 4(iii) Length of spigot, l1, 100 mm Min.) |
- |
0 |
|
- |
6.1.4,
Table 4(iv) Chamfer length, H, 7 mm Approx.) |
- |
0 |
|
- |
7(Physical characteristics
) |
- |
0 |
|
- |
7.1(Appearance:-
) |
- |
300 |
|
- |
7.1(Appearance:-
) |
- |
0 |
|
- |
7.3
IS 1223S
( Part 2)(Vicat Softening Temperature
When determined according to IS 1223S
( Part 2), shall not be lessthan 79°C.) |
- |
1100 |
|
- |
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.) |
- |
1000 |
|
Testing charges+ specimen ( 700+300) |
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.) |
- |
1400 |
|
Testing charges+ specimen ( 1100+300) |
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) |
- |
1400 |
|
Testing charges+ specimen ( 1100+300) |
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 |
|
- |
8.3
IS 12235 ( Part 8/ Sec 1 )
Table 6(b) Type Test:(1000h at 60 0 C)
) |
- |
11000 |
|
- |
9
9.1, IS 5382(JOINTS:-
a) Elastomeric Sealing Rings) |
- |
0 |
|
- |
9.2
IS 14182(b) Solvent cement) |
- |
0 |
|
- |
10.1.1
Annex D(Internal hydrostatic pressure test for elastomeric sealing ring joints) |
- |
850 |
|
- |
10.1.2
Annex E(Internal negative hydrostatic pressure test (internal vacuum) for elastomeric sealing ring joints) |
- |
1000 |
|
- |
10.2.1(Internal hydrostatic pressure test for solvent cemented Joints) |
- |
850 |
|
- |
10.2.2(Internal negative hydrostatic pressure test (internal vacuum)for solvent cemented joints) |
- |
1000 |
|
- |
'7.5 (amdt.7)(Effect on Water (Type test)) |
- |
3000 |
|
- |
|
Complete
|
|
21 Feb, 2026 |
- |
21 |
IS 15410 (2003) |
Containers for packaging of natural mineral water and packaged drinking water - Specification |
All |
-
|
13000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
4.0 (chem)(MATERIAL) |
- |
1050 |
|
- |
4.6.2(TRANSPARANCY) |
- |
700 |
|
- |
4.6.3(LEAKAGE TEST) |
- |
1000 |
|
- |
4.6.4(DROP TEST) |
- |
1100 |
|
- |
4.6.5(MIGRATION TEST) |
- |
2000 |
|
Testing charges + specimen ( 1700+300) |
4.6.6(PORTABILITY TEST) |
- |
900 |
|
- |
4.6.5.1 (chem)(Colour migration (Caps)) |
- |
300 |
|
- |
4.6.5.1 (chem)(Colour migration (Container)) |
- |
300 |
|
- |
4.5, IS:2798:1998(Wall thickness- Bottom, in mm) |
- |
250 |
|
- |
4.5, IS:2798:1998(Wall thickness- Middle , in mm) |
- |
0 |
|
- |
4.5, IS:2798:1998(Wall thickness- Top , in mm ) |
- |
0 |
|
- |
4.4 , clause 5 of IS:2798:1998(Brimful capacity in ml) |
- |
0 |
|
- |
4.3(Workmanship, Finish & Appearance) |
- |
0 |
|
- |
4.2(Design, Shape & Dimension ) |
- |
250 |
|
- |
Cl.4.6.7.2 and 4.6.7.3, Table 3, (i)(Barium) |
- |
1000 |
|
- |
Cl.4.6.7.2 and 4.6.7.3, Table 3, (ii)(Cobalt) |
- |
1000 |
|
- |
Cl.4.6.7.2 and 4.6.7.3, Table 3, (iii)(Copper) |
- |
1000 |
|
- |
Cl.4.6.7.2 and 4.6.7.3, Table 3, (iv)(Iron) |
- |
1000 |
|
- |
Cl.4.6.7.2 and 4.6.7.3, Table 3, (v)(Lithium) |
- |
1000 |
|
- |
Cl.4.6.7.2 and 4.6.7.3, Table 3, (vi)(Manganese) |
- |
1000 |
|
- |
Cl.4.6.7.2 and 4.6.7.3, Table 3, (vii)(Zinc) |
- |
1000 |
|
- |
Cl.4.6.7.2 and 4.6.7.3, Table 3, (viii)(Antimony) |
- |
1000 |
|
- |
Cl.4.6.7.2 and 4.6.7.3, Table 3, (ix)(Phthalic acid, bis(2-ethylhexyl) ester (DEHP)) |
- |
1000 |
|
- |
|
Complete
|
|
21 Feb, 2026 |
- |
22 |
IS 9271 (2004) |
Unplasticized polyvinyl chloride (UPVC) single wall corrugated pipes for drainage - Specification (First Revision) |
All |
-
|
10400 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
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 .) |
- |
500 |
|
- |
8.5(Elongation Test-(Annex C,)- pipes shall not elongate more than 7.5 percent) |
- |
1100 |
|
- |
7.4.1(Perforation Requirement- There sh.all be maximum 8 rows of perforation) |
- |
500 |
|
- |
5.1.1(MATERIAL-(Conform to IS 10151)-Up to 10 percent addition of the manufacturers
own rework material produced during the manufacture and testing of pipes, complying With the standard IS
pertmssible) |
- |
4100 |
|
VCM Content + K- Value ( 3000+1100) |
7.4.2(Perforation Requirement-The maximum in flow area shall be 80 cm2/m length of pipe of all diameters) |
- |
0 |
|
- |
7.4.3(Perforation Requirement-The heght of corrugation -The depth of corrugations shall be 3 percent, Min of nominal outside diameter (dn).) |
- |
0 |
|
- |
5.1(MATERIAL-(Conform to IS 10151)) |
- |
4100 |
|
VCM Content + K- Value ( 3000+1100) |
5.1.2(MATERIAL) |
- |
0 |
|
declaration by manufacturer |
5.1.3(MATERIAL- (Refer IS 4669)) |
- |
1100 |
|
- |
6(TYPES- perforated or
non-perforated types.) |
- |
0 |
|
- |
7, Table 1(DIMENSIONS AND TOLERANCE-The nominal outside diameter and tolerances of the corrugated pipes shall be as per Table 1) |
- |
500 |
|
- |
7.2, 8(Wall Thickness) |
- |
0 |
|
- |
7.3(Length) |
- |
0 |
|
- |
7.4.1(Perforation Requirement-) |
- |
0 |
|
- |
7.4.1,Table 2(Perforation Requirement-(Refer Table 2)) |
- |
0 |
|
- |
8.1.1(Visual Appearance, Workmanship and
Finish) |
- |
300 |
|
- |
8.1.2(Visual Appearance, Workmanship and
Finish) |
- |
0 |
|
- |
8.3,Table 3(Pipe stiffness-(Refer Annex A)) |
- |
1100 |
|
- |
8.4,Table 3(Impact Strength at 0 degree C- (refer Annex B)) |
- |
1400 |
|
Testing charges + Specimen (1100+300) |
8.6(BendIng Test-(Annex D,)) |
- |
1000 |
|
- |
8.7(Joints) |
- |
1000 |
|
- |
7.2, 8(Wall Thickness) |
- |
0 |
|
- |
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 .) |
- |
0 |
|
- |
8.5(Elongation Test-(Annex C,)- pipes shall not elongate more than 7.5 percent) |
- |
1100 |
|
- |
|
Complete
|
|
21 Feb, 2026 |
- |
23 |
IS 10889 (2004) |
High density polyethylene films (First Revision) |
All |
-
|
6050 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
4.0(Grades) |
- |
0 |
|
- |
5.1(Materials) |
- |
2225 |
|
Density(500+ Specimen Preparation 625)+MFI(1100) |
5.2(Black Compound) |
- |
1625 |
|
Carbon black Content +Carbon black dispersion |
6.1.1(Appearance) |
- |
300 |
|
- |
6.1.2(Film Form) |
- |
0 |
|
- |
6.1.3(Odour ) |
- |
0 |
|
- |
6.1.4(Density) |
- |
1125 |
|
Density(500+ Specimen 625) |
6.1.5(Melt Flow Rate) |
- |
1100 |
|
- |
6.1.6(Black Film) |
- |
1625 |
|
Carbon black Content+ Carbon black dispersion |
6.2.1, Table 1(Nominal Thickness) |
- |
250 |
|
- |
6.2.1, Table 1(Tolerance, Percent Grade 1 and 2) |
- |
250 |
|
- |
6.2.2, Table 2(Nominal Width) |
- |
250 |
|
- |
6.2.2, Table 2(Tolerance, Percent Grade 1 and 2) |
- |
250 |
|
- |
6.3, Table 3(Yield Tolerance) |
- |
600 |
|
- |
6.3, Table 3(Tolerance, Percent Grade 1 and 2) |
- |
0 |
|
- |
6.4.1(Tensile Strength at Break) |
- |
1100 |
|
Machine direction (MD) |
6.4.1, Table 4(Direction) |
- |
1100 |
|
Transverse direction (TD) |
6.4.1, Table 4(Grade 1 and 2) |
- |
0 |
|
- |
6.4.2(Elongation at Break) |
- |
0 |
|
- |
6.4.2, Table 5(Direction) |
- |
0 |
|
- |
6.4.2, Table 5(Elongation at Break, Percent Grade 1 and 2) |
- |
0 |
|
- |
6.4.3(Impact Resistance (Falling Dart)) |
- |
850 |
|
- |
6.4.3, Table 6(Average Thickness of Film) |
- |
0 |
|
- |
6.4.3, Table 6(Impact Failure Load) |
- |
0 |
|
- |
|
Complete
|
|
21 Feb, 2026 |
- |
24 |
IS 13488 (2008) |
Irrigation equipment - Emitting pipe systems - Specification (First Revision) |
All |
-
|
12075 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
5.1(Materials - shall be resistant to fertilizers and
chemicals commonly employed in irrigation, and shall
be suitable for use with water at temperatures up to
60°C and at pressures designed for the emitting pipe) |
- |
0 |
|
Declaration by manufacturer |
5.1.2 (Ref. Cl 4.1.a of IS 12786 : 1989)(Potyethylene - higher olefins constituent ) |
- |
1050 |
|
- |
5.1.2 (Ref. Cl 4.1.b of IS 12786 : 1989)(Potyethylene - anti-oxidant) |
- |
0 |
|
- |
5.1.2 (Ref. Cl 4.1.c.i of IS 12786 : 1989)(Density) |
- |
500 |
|
- |
5.1.2 (Ref. Cl 4.1.c.ii of IS 12786 : 1989)(Toluene extract - Annex A of IS 12786:1989) |
- |
1000 |
|
- |
5.1.2 (Ref. Cl 4.1.c.iii of IS 12786 : 1989)(Volatile matter - Annex B of IS 12786:1989) |
- |
700 |
|
- |
5.1.2 (Ref. Cl 4.1.c & 4.2.a of IS 12786 : 1989)(Carbon Black content - IS 2530 : 1963) |
- |
925 |
|
- |
5.1.2 (Ref. Cl 4.2.b of IS 12786 : 1989)(The dispersion of Carbon Black content shall be satisfactory - IS 2530 : 1963) |
- |
700 |
|
- |
5.1.2 (Ref. Cl 4.3 of IS 12786 : 1989)(Addition of not more than 10 percent of the manufactures own rework material produced during the manufacture and works testing of pipe complying with this standard is permitted. No other rework material shall be used) |
- |
0 |
|
Declaration by manufacturer |
6.2.2(Fittings) |
- |
0 |
|
- |
6.3(General) |
- |
300 |
|
- |
8.1.2(Uniformity of Emission Rate for Unregulated Emitting Pipes) |
- |
1000 |
|
- |
8.1.3(Uniformity of Emission Rate for Regulated Emitting Pipes) |
- |
1000 |
|
- |
8.2(Emission Rate of Emitting Unit as a Function of Inlet Pressure) |
- |
1000 |
|
- |
8.2.1(Unregu/Qt~d Emining Pipe) |
- |
1000 |
|
- |
8.2.2(Regulated Emitting Pipes) |
- |
1000 |
|
- |
8.3.1(Wall Thickness ofEmitting Pipe) |
- |
0 |
|
- |
8.3.2(Inside Diameter ofEmitting Pipe) |
- |
0 |
|
- |
8.3.3(Flow Paths in Emitting Unit) |
- |
400 |
|
- |
8.3.4(Spacing ofEmitter Units) |
- |
0 |
|
- |
8.4.1(Resistance to Hydrostatic Pressure at Ambient Temperature) |
- |
1000 |
|
- |
8.4.2(Resistance to Hydrostatic Pressure at Elevated Temperature) |
- |
1600 |
|
- |
8.5(Resistance to Tension at Elevated Temperature) |
- |
1100 |
|
- |
8.6(Resistance to Pull Out of Joints Between Fitting and Emitting
IS 13479) |
- |
400 |
|
- |
8.7.1(Resistance of PE Emitting Pipe to
Environmental Stress Cracking -Acceptance Test
Annex D of IS 12786) |
- |
1200 |
|
- |
8.7.2(Resistance of PE Emitting Pipe to
Environmental Stress Cracking - Type Test
Annex D of IS 12786) |
- |
1600 |
|
- |
8.8(Determination of Emitting Unit Exponent) |
- |
600 |
|
- |
9.1(DESIGNATION - Non regulated Emitting Pipe) |
- |
0 |
|
- |
9.2(DESIGNATION - Regulated Emitting Pipe) |
- |
0 |
|
- |
4.1 a(Identification) |
- |
1050 |
|
- |
|
Complete
|
|
21 Feb, 2026 |
- |
25 |
IS 10124 : Part 2 (2009) |
Fabricated pvc - U fittings for potable water supplies - Specification: Part 2 specific requirements for sockets (Second Revision) |
All Size |
-
|
2700 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)) |
- |
3000 |
|
- |
3.2.1, Table-1, Fig-1(Nominal size) |
- |
0 |
|
- |
3.2.1, Table-1, Fig-1(B) |
- |
0 |
|
- |
3.2.1, Table-1, Fig-1(Minimum wall thickness for working pressure) |
- |
0 |
|
- |
3.2.1, Table-1, Fig-1(Plumbing) |
- |
0 |
|
- |
Clause 3.2.2, and Fig. 2(Nominal size) |
- |
0 |
|
- |
Clause 3.2.2, and Fig. 2.(B) |
- |
0 |
|
- |
Clause 3.2.2, and Fig. 2.(Minimum wall thickness for working pressure) |
- |
875 |
|
- |
3.2.2, and Fig. 2(Dimensions of Socket for Elastomeric Sealing Ring Joint) |
- |
500 |
|
- |
10.3 of IS 4985 & Cl. 3.1 of IS 12235(P-4)(Effect on water: Lead (Third Extraction)) |
- |
0 |
|
- |
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 |
|
- |
10.7 of IS 4985(Sulphated Ash content, Annex-B of IS 4985) |
- |
950 |
|
- |
3.1(General) |
- |
4100 |
|
VCM Content + K- value ( 3000+1100) |
10.3 of IS 4985 & Cl. 3.2 of IS 12235(P-4)(Effect on water: Cadmium (all three extracts)) |
- |
0 |
|
- |
|
Complete
|
|
21 Feb, 2026 |
- |
26 |
IS 10124 : Part 4 (2009) |
Fabricated pvc - U fittings for potable water supplies - Specification: Part 4 specific requirements for caps (Second Revision) |
All Size |
-
|
4925 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
3.1(General) |
- |
4100 |
|
VCM+ K-Value ( 3000+1100) |
3.2, 3.2.1, Fig 1(Manufacture) |
- |
0 |
|
- |
3.2.2, Fig 1(Dimensions) |
- |
0 |
|
- |
Table 1(Cl.3.2.2, and Fig.1)(Dimensions of Caps) |
- |
0 |
|
- |
|
Complete
|
|
21 Feb, 2026 |
- |
27 |
IS 10124 : Part 5 (2009) |
Fabricated pvc - U fittings for potable water supplies - Specification: Part 5 specific requirements for equal tees (Second Revision) |
All Size |
-
|
4925 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
3.1(General) |
- |
4100 |
|
VCM Content+ K-value ( 3000+1100) |
3.2, 3.2.1, Fig 1(Manufacture) |
- |
0 |
|
- |
3.2.2, Fig 1(Dimensions) |
- |
500 |
|
- |
Table 1(Cl.3.2.2, and Fig.1)(Dimensions of Equal Tees) |
- |
0 |
|
- |
|
Complete
|
|
21 Feb, 2026 |
- |
28 |
IS 10124 : Part 6 (2009) |
Fabricated pvc - U fittings for potable water supplies - Specification: Part 6 specific requirements for flanged tail pieces with metallic flanges (Second Revision) |
All size |
-
|
5425 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
3.1(General) |
- |
4100 |
|
VCM + K- Value ( 3000+1100) |
3.2, 3.2.1, Fig 1(Manufacture) |
- |
0 |
|
- |
3.2.2, Fig 2, table 2(Dimensions) |
- |
500 |
|
- |
Table 1 (Clause 3.2.2, and Fig. 1)(Dimensions of PVC Flanged Tail Piece with Metallic Flanges) |
- |
500 |
|
- |
Table 2 (Cl.3.2.2, and Fig.1)(Dimensions of Flanged Tail Piece with Metallic Flange for Elastomeric Sealing Ring Joint) |
- |
0 |
|
- |
|
Complete
|
|
21 Feb, 2026 |
- |
29 |
IS 10124 : Part 7 (2009) |
Fabricated pvc - U fittings for potable water supplies - Specification: Part 7 specific requirements for threaded adaptors (Second Revision) |
All size |
-
|
5225 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
3.1(General) |
- |
4100 |
|
VCM+ K- Value ( 3000+1100) |
3.2(Materials) |
- |
2000 |
|
- |
3.3, 3.3.1, Fig 1(Manufacture) |
- |
0 |
|
- |
3.3.2, table 1, fig 1(Dimensions) |
- |
500 |
|
- |
Table 1 (Clauses 3.3.1 and 3.3.2)(Dimensions of Threaded Adaptors) |
- |
0 |
|
- |
3.3.3(socket measurement shall
comply with IS 10124 (Part 1).) |
- |
0 |
|
- |
|
Complete
|
|
21 Feb, 2026 |
- |
30 |
IS 10124 : Part 8 (2009) |
Fabricated pvc - U fittings for potable water supplies - Specification: Part 8 specific requirements for 90 degree bends (Second Revision) |
All Size |
-
|
4925 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
3.1(General) |
- |
4100 |
|
VCM Content+ K- value ( 3000+1100) |
3.2, 3.2.1, Fig 2(Manufacture) |
- |
0 |
|
- |
3.2.2, Fig 2, table 2(Dimensions) |
- |
500 |
|
- |
3.2.3(the socket measurement shall
comply with IS 10124 (Part 1).) |
- |
0 |
|
- |
Table 1 (Clause 3.2.2, and Fig. 1)(Dimensions of 90o Bends) |
- |
0 |
|
- |
Table 2 (Clause 3.2.2, and Fig. 2)(Dimensions of 90o Bend for Elastomeric Sealing Ring Joint) |
- |
0 |
|
- |
|
Complete
|
|
21 Feb, 2026 |
- |