91 |
IS 10124 : Part 13 (2009) |
Fabricated PVC-U Fittings for Potable Water Supplies - Specification Part 13 Specific Requirements for 11¼oBends PART 12 SPECIFIC REQUIREMENTS FOR 22 ½o BENDS |
All size |
-
|
1925 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
3.1(General) |
- |
500 |
|
- |
3.2.2, Table 2(Dimension of 11 1/4° bends for Elastomeric sealing ring joint) |
- |
0 |
|
- |
3.2.2, Table 1(Dimension of 11 1/4° bends) |
- |
0 |
|
- |
3.2.3(Socket, Measurement) |
- |
0 |
|
- |
|
Complete
|
|
21 Feb, 2026 |
- |
92 |
IS 15907 (2010) |
Agro textiles – High density polyethylene (HDPE) woven beds for vermiculture – Specification |
All |
-
|
92830 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
4.3(Cord Beading - IS 15907) |
- |
0 |
|
- |
5.1(MANUFACTURE- IS 15907) |
- |
300 |
|
- |
5.2.1(Lamination- IS 15907) |
- |
800 |
|
- |
5.2.1(Thickness of coating film- method A of IS 13162 (Part 3)) |
- |
250 |
|
- |
5.2.1(Lamination- IS 15907) |
- |
0 |
|
- |
5.2.2(Lamination- IS 15907) |
- |
0 |
|
- |
5.2.2(coating thickness of the sandwich lamination- method A of IS 13162 (Part 3)) |
- |
300 |
|
- |
5.3.1(Construction- IS 15907) |
- |
250 |
|
- |
5.3.1(The width of the hem - IS 15907) |
- |
0 |
|
- |
5.3.2(Construction- IS 15907) |
- |
0 |
|
- |
5.3.2(Finished width of pocket - IS 15907) |
- |
0 |
|
- |
5.4(Bonding- IS 15907) |
- |
300 |
|
- |
6- Table 1- SL.No (i)(Mass) |
- |
250 |
|
- |
6- Table 1- SL.No (ii)(Breaking strength before UV exposure,warp - IS 1969 ) |
- |
1350 |
|
Testing charge + Specimen( 1100+250) |
6- Table 1- SL.No (ii)(Breaking strength before UV exposure,weft - IS 1969 ) |
- |
1100 |
|
- |
6- Table 1- SL.No (iii)(Elongation at break of fabric- IS 1969) |
- |
1100 |
|
- |
6- Table 1- SL.No (iv)(Retention of breaking strength after UV exposure, - Annex B of IS 15907 and IS 1969) |
- |
1100 |
|
- |
6- Table 1- SL.No (v)(Welded seam strength before UV exposure- IS 1969) |
- |
1350 |
|
Testing charge+ Specimen ( 1100+250) |
6- Table 1- SL.No (vi)(Welded seam strength after UV exposure- Annex B of IS 15907 and IS 1969) |
- |
1100 |
|
- |
6- Table 1- SL.No (vii)(Tear strength, Warp - Method A2 of IS 7016 (Part 3)) |
- |
1350 |
|
Testing charges + specimen ( 1100+250) |
6- Table 1- SL.No (vii)(Tear strength, Weft - Method A2 of IS 7016 (Part 3)) |
- |
1100 |
|
- |
6- Table 1- SL.No (viii)(Puncture strength - Annex C of IS 15907) |
- |
1350 |
|
Testing charge+ Specimen ( 1100=250) |
6- Table 1- SL.No (ix)(Environmental stress cracking test - Annex D of IS 15907) |
- |
1450 |
|
Testing charge+Specimen ( 1200+250) |
6- Table 1- SL.No (x)(Resistance to chemicals, change in the mass - Annex E of IS 15907) |
- |
2250 |
|
Testing charge+ specimen ( 2000+250) |
6- Table 1- SL.No (xi)(Colour fastness to artificial light -IS 2454) |
- |
1750 |
|
Testing charge+ specimen ( 1500+250) |
6- Table 1- SL.No (xii)(Bursting pressure-IS 1966) |
- |
1350 |
|
Testing charge+ specimen ( 1100+250) |
6.1(Length -IS 15907) |
- |
250 |
|
- |
6.1(Width - IS 15907) |
- |
250 |
|
- |
6.1(Height - IS 15907) |
- |
300 |
|
- |
6.2(Water Proofness,IS 7941) |
- |
1250 |
|
Testing charge+ specimen ( 1000+250) |
6.2(Water Proofness, IS 7940) |
- |
1350 |
|
- |
|
Complete
|
|
21 Feb, 2026 |
- |
93 |
IS 8674 (2013) |
Fibre ropes – Polyethylene – 3- and 4 -strand ropes (third revision) |
- |
-
|
- View breakup
Rs.1425/-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
No Record Found
|
|
Complete
|
|
21 Feb, 2026 |
Included w.e.f. 28.04.2017. Up to Ref.No.30 |
94 |
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 |
-
|
16000 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).) |
- |
500 |
|
- |
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).) |
- |
250 |
|
- |
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.) |
- |
500 |
|
- |
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.) |
- |
700 |
|
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) |
- |
2500 |
|
Testing charge+ Specimen (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.) |
- |
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 |
|
- |
|
Complete
|
|
21 Feb, 2026 |
- |
95 |
IS 16098 Part 1 (2013) |
Structured-Wall Plastics Piping Systems for Non-Pressure Drainage and Sewerage Part 1 Pipes and Fittings With Smooth External Surface, Type A |
All |
-
|
52550 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
6.3.1(Dimension of Pipes and Fittings
Diameter of pipe) |
- |
500 |
|
- |
6.3.2(Dimension of Pipes and Fittings
Lengths of Pipe) |
- |
0 |
|
- |
6.3.3(Dimension of Pipes and Fittings
Diameters of Pipes and Spigots of Pipes orFittings) |
- |
0 |
|
- |
7.0(Physical characteristics for pipes and fittings
Appearance) |
- |
0 |
|
- |
7.1.1(Physical characteristics for pipes and fittings
Colour of Finished Pipes) |
- |
0 |
|
- |
7.2(Physical characteristics for pipes and fittings
) |
- |
0 |
|
- |
7.3(Physical characteristics for pipes and fittings
) |
- |
0 |
|
- |
8.1.1(Mechanical Characteristics of Pipes
General) |
- |
0 |
|
- |
8.1.1(Mechanical Characteristics of Pipes
General) |
- |
0 |
|
- |
8.1.2 (a)(Mechanical Characteristics of Pipes
Ring Flexibility) |
- |
0 |
|
- |
8.1.2 (b)(Mechanical Characteristics of Pipes
Ring Flexibility) |
- |
0 |
|
- |
8.1.2 (c)(Mechanical Characteristics of Pipes
Ring Flexibility) |
- |
0 |
|
- |
8.1.2 (d)(Mechanical Characteristics of Pipes
Ring Flexibility) |
- |
0 |
|
- |
8.1.2 (e)(Mechanical Characteristics of Pipes
Ring Flexibility) |
- |
0 |
|
- |
8.2.1(Mechanical Characteristics of Fittings
General) |
- |
0 |
|
- |
8.2.1(Mechanical Characteristics of Fittings
General) |
- |
0 |
|
- |
8.2.2(Mechanical Characteristics of Fittings) |
- |
0 |
|
- |
8.3(Joints) |
- |
0 |
|
- |
9
(Table 12)(Performance Requirements) |
- |
0 |
|
- |
11.1(Marking
General) |
- |
0 |
|
- |
11.2.1(Minimum Required Marking
Pipes) |
- |
0 |
|
- |
11.2.2(Minimum Required Marking
Fittings) |
- |
0 |
|
- |
5.0(Composition of the material) |
- |
0 |
|
- |
5.1(Composition of the material) |
- |
0 |
|
- |
5.2 Table 1(Composition of the material- Resistance to internal hydrostatic Pipe material (1) 1 000 IS 12235 No seepage, cracking, pressure at 60ºC) |
- |
0 |
|
- |
5.3(Composition of the material) |
- |
0 |
|
- |
5.4(Composition of the material) |
- |
0 |
|
- |
6.0(DESIGNATION OF WALL CONSTRUCTIONS
AND EXAMPLES OF TYPICAL JOINTING
METHODS
) |
- |
0 |
|
- |
6.1(Wall Construction Designated as Type A) |
- |
300 |
|
- |
6.2(Deswignation) |
- |
0 |
|
- |
6.3(Dimensions of pipes and fittings) |
- |
500 |
|
- |
6.3.1 Table 2(Mean outside diameter) |
- |
0 |
|
- |
6.3.2 Table 3(Wall thickness) |
- |
0 |
|
- |
6.3.3 Fig 2(Length of pipe) |
- |
0 |
|
- |
6.3.4,Table 4,5(Dimensions of Integral sckets and spigot ends) |
- |
0 |
|
- |
6.3.4.1(Wall thickness of sockets) |
- |
0 |
|
- |
6.3.4.2(Fabricated fittings) |
- |
0 |
|
- |
6.3.4.3(Rotational moulded fittings) |
- |
0 |
|
- |
6.3.4.4(Type of fittings) |
- |
0 |
|
- |
7.0(Physical characteristics of pipes) |
- |
0 |
|
- |
7.1(Appearance) |
- |
300 |
|
- |
7.3(Vicat softening temperature of pipes) |
- |
1100 |
|
- |
7.4(Resistance to Dichloromethane) |
- |
1000 |
|
- |
7.5(longitudinal reversion) |
- |
1000 |
|
Testing charges + Specimen ( 700+300) |
8.0(Physical characteristics of fittings) |
- |
0 |
|
- |
8.1(Appearance and colour) |
- |
300 |
|
- |
8.2(Vicat softening temperature of fittings) |
- |
1100 |
|
- |
8.3(Effect of Heating (Stress Relief Test)) |
- |
700 |
|
- |
9.0(Mechanical characteristics ofpipes) |
- |
0 |
|
- |
9.1(Ring stiffness) |
- |
1400 |
|
Testing Charge + Specimen ( 1100+300) |
9.2(Resistance to external blows at o C) |
- |
1400 |
|
Testing Charge + Specimen ( 1100+300) |
9.3(Ring flexibility) |
- |
1100 |
|
- |
9.4(Creep ratio) |
- |
26300 |
|
Testing Charge + Specimen or conditioning ( 1100+25200) |
10.0(Mechanical Characteristics of fittings) |
- |
0 |
|
- |
10.1(Impact Strength of Injection Moulded and
Fabricated Fittings) |
- |
1100 |
|
- |
11.0(Joints) |
- |
0 |
|
- |
11.1(Elastomeric Sealing Rings) |
- |
0 |
|
- |
11.2(Solvent cement) |
- |
0 |
|
- |
12.0(PERFORMANCE REQUIREMENTS) |
- |
0 |
|
- |
12.1(Elastomeric Sealing Ring Joints) |
- |
850 |
|
- |
12.1.1(Tightness of Elastomeric Sealing Ring Joints (Water pressure)) |
- |
1150 |
|
Testing Charge + Specimen ( 850+300) |
12.1.2(Tightness of Elastomeric Sealing Ring Joints (Internal Vaccum )) |
- |
2300 |
|
Testing Charge + Specimen ( 2000+300) |
12.1.3(Resistance to Combined Temperature Cycling
and External Loading) |
- |
0 |
|
- |
12.2(Solvent cement joints) |
- |
0 |
|
- |
12.2.1(Tightness of Solvent cemented Ring Joints ) |
- |
0 |
|
- |
12.2.2(Tightness of Solvent cemented Ring Joints (Vaccum pressure)) |
- |
0 |
|
- |
|
Complete
|
|
21 Feb, 2026 |
- |
96 |
IS 16098 Part 2 (2013) |
Structured-Wall Plastics Piping Systems for Non-Pressure Drainage and Sewerage Part 2 Pipes and Fittings with Non-Smooth External Surface, Type B |
All |
-
|
99000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Table -1 Cl. No. 5.1, i)(Base Density) |
- |
500 |
|
- |
Table -1 Cl. No. 5.1, ii)(Melt Flow Rate (MFR) at (190ºC, 5kg load)) |
- |
1100 |
|
- |
Table -1 Cl. No. 5.1, iii)(Thermal Stability (Oxidation Induction Test, OIT) at 200ºC) |
- |
2200 |
|
- |
" 5.1 Table-2 ", i)(Resistance to Internal Pressure 165hrs) |
- |
4800 |
|
- |
" 5.1 Table-2 ", ii)(Resistance to Internal Pressure 1000hrs) |
- |
11000 |
|
- |
6.3.1 & Table-5(Dim (min.)
E4 (min)
E5 (min.)
Socket Length) |
- |
250 |
|
- |
6.3.2(Length of Pipe) |
- |
250 |
|
- |
6.3.3(Out Side Diameter) |
- |
250 |
|
- |
6.3.5.1.1(Ring Stiffness of Spigot + socket) |
- |
0 |
|
- |
"6.3.5.1.5 Table-5 "(Socket thickness Avg. (min.) Avg.) |
- |
250 |
|
- |
6.3.5.2(Wall Thickness(e4 min)) |
- |
250 |
|
- |
6.3.5.2("Construction Height of body wall(ec)
Wall Thickness (emin)
") |
- |
0 |
|
- |
7.1(Appearance) |
- |
300 |
|
- |
7.1.1(Color of Finished Pipes) |
- |
300 |
|
- |
7.2 Table-6 (i)(Resistance to Heating oven test at (110±2ºC for 30 minute)) |
- |
1100 |
|
- |
8.1.1 Table-10 (i)(Ring Stiffness) |
- |
1100 |
|
- |
8.1.1 Table-10 (ii)(Impact Strength at (0±1 ºC)) |
- |
1100 |
|
- |
8.1.1, 8.1.2 Table-10 (iii)(Ring flexibility 30% of dem) |
- |
1100 |
|
- |
8.1.1 Table-10 (iv)(Creep ratio) |
- |
26300 |
|
Test charges+ Conditioning ( 1100+25200) |
9 Table-12 (i)(Tightness of elastomeric ring seal Joint) |
- |
300 |
|
- |
9 Table 12 (ii)(Water tightness) |
- |
1000 |
|
- |
9 Table- 12 (iii)(Resistance to combined temperature cycling and external loading) |
- |
39000 |
|
- |
|
Complete
|
|
21 Feb, 2026 |
- |
97 |
IS 5175 (2014) |
Fibre ropes – Polypropylene split film, monofilament and multifilament (PP2) and polypropylene high- tenacity multifilament (PP3) – 3-, 4-, 8- and 12-strand ropes (third revision) |
All |
-
|
6300 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl 4( Designation) |
- |
0 |
|
- |
Cl 5(General Requirements) |
- |
3950 |
|
Yarn (Identification) Chemical Analysis, Construction (Visual), Structure (Visual), Treatment U.V. Inhibitor/Stablilzer Indfentification by FTIR method & Rope (Visual) (1050+300+300+2000+300) |
Cl 6 & Table 1,2 or 3(Reference Number.) |
- |
500 |
|
Mass per coil & pitch ( 250+250) |
Cl 6 & Table 1,2 or 3(Linear Density) |
- |
500 |
|
- |
Cl 6 & Table 1,2 or 3(Breaking Force) |
- |
1100 |
|
- |
7.0
(Cl. 7.1) of ISO 9554: 2010
(Marking ) |
- |
250 |
|
- |
6.0
(Cl. 6 & 8.1 of IS:7071 Pt -1 to 4)
(Pitch (Length of Lay) in mm) |
- |
250 |
|
- |
5.2
(Cl. 4.4.2) of ISO 9554: 2010
(Workmanship) |
- |
250 |
|
- |
5.2
(Cl. 4.4.1) of ISO 9554: 2010(Workmanship) |
- |
250 |
|
- |
5.2
(Cl. 4.3) of ISO 9554: 2010
(Treatment
) |
- |
2000 |
|
- |
5.2
(Cl. 4.2) of ISO 9554: 2010
(Structure of rope) |
- |
300 |
|
- |
5.2
(Cl. 4.2) of ISO 9554: 2010
(No. of Yarns in rope ) |
- |
0 |
|
- |
5.2
(Cl. 4.2) of ISO 9554: 2010
(Construction & Structure ) |
- |
0 |
|
- |
5.2
Cl. 4.1 (b) of ISO 9554: 2010
(Constituent Materials As per ) |
- |
1050 |
|
- |
|
Complete
|
|
21 Feb, 2026 |
- |
98 |
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)) |
- |
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)) |
- |
0 |
|
- |
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 ) |
- |
250 |
|
- |
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 ) |
- |
10180 |
|
For UV Test (100*65+92*40)=10180 |
4.2 and Table 1 x(Ash content ) |
- |
950 |
|
- |
4.2 and Table 1 x(Ash content ) |
- |
0 |
|
- |
|
Complete
|
|
21 Feb, 2026 |
- |
99 |
IS 14252 (2015) |
Textiles – High density polyethylene (HDPE)/ polypropylene (PP) woven sack for filling sand – Specification (second revision) |
PE & PP All |
-
|
19090 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
3.1(Raw Material) |
- |
1050 |
|
- |
3.2(Tapes – Width
) |
- |
250 |
|
- |
3.2(Tapes – Linear Density
) |
- |
0 |
|
- |
3.3(Tying Cord) |
- |
0 |
|
- |
3.4(Sack) |
- |
0 |
|
- |
3.4.1(Seam) |
- |
0 |
|
- |
4.1 and Table 1 i a(Dimensions Outside Length) |
- |
250 |
|
- |
4.1 and Table 1 i b(Dimensions Outside Width) |
- |
250 |
|
- |
4.1 and Table 1 ii(Ends per dm ) |
- |
250 |
|
- |
4.1 and Table 1 iii(Picks per dm ) |
- |
250 |
|
- |
4.2 and Table 1 iv(Mass of sack
) |
- |
250 |
|
- |
4.1 and Table 1 v a(Average breaking strength of fabric Warpway
) |
- |
1100 |
|
- |
4.1 and Table 1 v b(Average breaking strength of fabric Weftway
) |
- |
1100 |
|
- |
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 ) |
- |
0 |
|
- |
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 ) |
- |
11440 |
|
UV exposure(10340)+Breaking strength(1100) |
4.1 and Table 1 ix(Ash content ) |
- |
950 |
|
- |
|
Complete
|
|
21 Feb, 2026 |
- |
100 |
IS 14968 (2015) |
Textiles – High density polyethylene (HDPE)/ polypropylene (PP) woven sacks for packing 50 Kg/25 kg sugar – Specification (first revision) |
PE & PP All |
-
|
19630 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
4.1(Raw Material) |
- |
1050 |
|
- |
3(TYPES) |
- |
0 |
|
- |
4.2(Tapes – Width
IS 6192 and IS 11197) |
- |
250 |
|
- |
4.2(Tapes – Linear Density
) |
- |
500 |
|
- |
4.2(Construction) |
- |
250 |
|
- |
4.3(Sacks) |
- |
300 |
|
- |
4.3.1(Bottom Seam) |
- |
0 |
|
- |
4.3.1(The two rows of stitches shall be separated from each other) |
- |
0 |
|
- |
4.3.1( The outer stitch) |
- |
0 |
|
- |
4.3.1( The stitching shall be done with double fold over seam to a depth ) |
- |
0 |
|
- |
4.3.1(Stitches pass through a minimum of six layers of the fabric. ) |
- |
0 |
|
- |
4.3.1(stitches/dm) |
- |
0 |
|
- |
4.3.2(Mouth) |
- |
0 |
|
- |
4.4(Liner
IS 10146 or IS 10910.) |
- |
0 |
|
- |
4.4(Mass of the loose liner ) |
- |
0 |
|
- |
4.4(Width of the loose liner) |
- |
0 |
|
- |
4.4(Length of the line) |
- |
0 |
|
- |
4.4(Bottom seam of the loose liner) |
- |
0 |
|
- |
4.4.1(Liner) |
- |
0 |
|
- |
4.5 and Table 1 i(Capacity) |
- |
250 |
|
- |
5.2 and Table 1 ii a(Dimensions Inside Length) |
- |
250 |
|
- |
5.2 and Table 1 ii b(Dimensions Inside Width) |
- |
0 |
|
- |
5.2 and Table 1 iii(Ends per dm ) |
- |
200 |
|
- |
5.2 and Table 1 iv(Picks per dm ) |
- |
200 |
|
- |
5.1 and Table 1 v a(Mass of unlaminated sack
IS 1964) |
- |
250 |
|
- |
5.1 and Table 1 v b(Mass of unlaminated sack with liner
) |
- |
0 |
|
- |
5.2 and Table 1 vi a(Average breaking strength of fabric Lengthwise
IS 1969 (Part 1)) |
- |
1100 |
|
- |
5.2 and Table 1 vi b(Average breaking strength of fabric Widthwise
IS 1969 (Part 1)) |
- |
1100 |
|
- |
5.2 and Table 1 vi(Breaking strength of bottom seam
IS 9030
) |
- |
1100 |
|
- |
5.2 and Table 1 viii a(Elongation at break of fabric Lengthwise
IS 1969 (Part 1)) |
- |
0 |
|
- |
5.2 and Table 1 viii b(Elongation at break of fabric Widthwise
IS 1969 (Part 1)) |
- |
0 |
|
- |
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 ) |
- |
12380 |
|
UV exposure(10180)+ Breaking strength(Length)1100+Breaking strength(Width)1100 |
5.2 and Table 1 x(Ash content ) |
- |
950 |
|
- |
|
Complete
|
|
21 Feb, 2026 |
- |
101 |
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 |
PE & PP All Size |
-
|
19480 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
4.1(Raw Material) |
- |
1050 |
|
- |
3(TYPES) |
- |
0 |
|
- |
4.2(Tapes – Width
IS 6192 and IS 11197) |
- |
250 |
|
- |
4.2(Tapes – Linear Density
) |
- |
500 |
|
- |
4.2(Construction) |
- |
0 |
|
- |
4.3(Sacks) |
- |
300 |
|
- |
4.3.1(Bottom Seam) |
- |
1100 |
|
- |
4.3.1( The two rows of stitches shall be separated from each other) |
- |
0 |
|
- |
4.3.1( The outer stitch) |
- |
0 |
|
- |
4.3.1( The stitching shall be done with double fold over seam to a depth ) |
- |
0 |
|
- |
4.3.1(Stitches pass through a minimum of six layers of the fabric. ) |
- |
0 |
|
- |
4.3.1(The number of stitches/dm) |
- |
0 |
|
- |
4.3.2(Mouth) |
- |
0 |
|
- |
4.4 and Table 1 i(Capacity) |
- |
250 |
|
- |
5.2 and Table 1 ii a(Dimensions Inside Length) |
- |
250 |
|
- |
5.2 and Table 1 ii b(Dimensions Inside Width) |
- |
0 |
|
- |
5.2 and Table 1 iii(Ends per dm ) |
- |
250 |
|
- |
5.2 and Table 1 iv(Picks per dm ) |
- |
250 |
|
- |
5.1 and Table 1 v(Mass of sack ) |
- |
250 |
|
- |
5.2 and Table 1 vi a(Average breaking strength of fabric Lengthwise ) |
- |
1100 |
|
- |
5.2 and Table 1 vi b(Average breaking strength of fabric Widthwise ) |
- |
1100 |
|
- |
5.2 and Table 1 vi(Breaking strength of bottom seam ) |
- |
1100 |
|
- |
5.2 and Table 1 viii a(Elongation at break of fabric Lengthwise) |
- |
0 |
|
- |
5.2 and Table 1 viii b(Elongation at break of fabric Widthwise ) |
- |
0 |
|
- |
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 Test for 192 hrs. |
5.2 and Table 1 x(Ash content ) |
- |
950 |
|
- |
|
Complete
|
|
21 Feb, 2026 |
- |
102 |
IS 2508 (2016) |
Polyethylene films and sheets - Specification (Third Revision) |
All Grade |
-
|
15000 View breakup
Rs.15000/- for Natural (Type 1); Rs.2575/- for Black film (Type 1); Rs.13000/- for Natural film (Type 2); Rs.2575/- for Black film (Type 2); Rs.11150/- for Natural film (Type 3 & 4); Rs.2575/- for Black film (Type 3 & 4); Rs 2650 for Raw Materials Rs.500/- for Black compound; Rs 4075/- for Carbon Black Master Batch (Optional) Rs 5100/- for Carbon Black Powder (Optional) (25% discount for BIS)
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
5.1.1(Appearance) |
- |
300 |
|
- |
5.1.2(Film Form) |
- |
0 |
|
- |
5.1.3(Odour) |
- |
0 |
|
- |
5.1.4(Density, Cl.5 of IS 13360(Part-3/Section-1)) |
- |
500 |
|
- |
5.1.5(Melt Flow Index. Cl 6, 7 of IS 13360(Part-4/Section-1)) |
- |
1100 |
|
- |
5.1.6a(Carbon Black Content, Annex-A) |
- |
950 |
|
- |
5.2.2(Tolerance on Thickness, Annex-A) |
- |
250 |
|
- |
6.1, Table 1(Tensile strength at break. A) Machine Direction. IS 13360 (Part 5/Sec 1)) |
- |
1350 |
|
Testing(1100.00)+specimen preparation(250) |
6.1, Table 1(Tensile strength at break. B) Transverse Direction. IS 13360 (Part 5/Sec 3)) |
- |
1350 |
|
Testing(1100.00)+specimen preparation(250) |
6.1, Table 1(Ageing test at (70-1)c for 7 days , cl 4 IS 7016 ) |
- |
4200 |
|
- |
6.1, Table 1(Elongation at break ,A) Machine direction .IS 13360(Part-5/sec-1) ) |
- |
0 |
|
- |
6.1, Table 1(Elongation at break ,B) Cross-machine direction..IS 13360(Part-5/sec-3) ) |
- |
0 |
|
- |
6.1, Table 1(Dartimpact strength Method B of IS 13360 (Part-5/sec-6) ) |
- |
1000 |
|
- |
6.1, Table 1(Tear resistence. A) Machine direction Annex B) |
- |
1000 |
|
- |
6.1, Table 1(Tear resistence. B) Transverse direction ) |
- |
1000 |
|
- |
7.1. Table 2(Tensile strength at break A) Machine direction IS 13360 (Part-5/sec-1) ) |
- |
0 |
|
- |
7.1. Table 2(Tensile strength at break,B) Crosse machine direction IS 13360 (Part-5/sec-3) ) |
- |
1350 |
|
Testing(1100.00)+specimen preparation(250) |
7.1. Table 2(Ageing test at (70-1)c for 7 days , cl 4 IS 7016 ) |
- |
4200 |
|
- |
7.1. Table 2(Elongation at break , A) Machine direction IS 13360 (Part-5/sec-3) IS 13360 (Part-5/sec-1) ) |
- |
0 |
|
- |
7.1. Table 2(Elongation at break , A) Transverse direction IS 13360 (Part-5/sec-3) ) |
- |
0 |
|
- |
7.1. Table 2(Dart impact strenght , Method A of IS 3360 (Part-5/sec-6) ) |
- |
1000 |
|
- |
8.1, Table 3(Tensile properties ,A) Yield strenght . IS 3360 (Part-5/sec-1) and IS 3360 (Part-5/sec-3) Test condition- specimen type 5 and test speed 51 mm/min do) |
- |
1350 |
|
Testing(1100.00)+specimen preparation(250) |
8.1, Table 3(Tensile properties , B) Break strenght . IS 3360 (Part-5/sec-1) and IS 3360 (Part-5/sec-3) Test condition- specimen type 5 and test speed 51 mm/min do) |
- |
1350 |
|
Testing(1100.00)+specimen preparation(250) |
8.1, Table 3(Tensile properties ,C) Yield elongation . IS 3360 (Part-5/sec-1) and IS 3360 (Part-5/sec-3) Test condition- specimen type 5 and test speed 51 mm/min do) |
- |
0 |
|
- |
8.1, Table 3(Tensile properties ,D) Break elongation . IS 3360 (Part-5/sec-1) and IS 3360 (Part-5/sec-3) Test condition- specimen type 5 and test speed 51 mm/min do) |
- |
0 |
|
- |
8.1, Table 3(Tear resistance , Annex B) |
- |
1000 |
|
- |
|
Complete
|
|
21 Feb, 2026 |
- |
103 |
IS 11652 (2017) |
Textiles – High density polyethylene (HDPE)/ polypropylene (PP) woven sacks for packaging of 50 kg cement – Specification (third revision) |
PE & All PP |
-
|
30330 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
4.1(Raw Material
) |
- |
2000 |
|
- |
4.2
(width of tape, 2.5 mm ± 0.1 mm) |
- |
250 |
|
- |
Fig. 1- Table 1- Sr. no. ii
(Ends per dm - Annex B 40 ± 2 ) |
- |
250 |
|
- |
Fig. 1- Table 1-Sr. no. iii
(Picks per dm-Annex B 40 ± 2 ) |
- |
250 |
|
- |
Fig. 1- Table 1- Sr. no. i
(Dimensions, mm (see Note )- Annex B
c) Width of gusset (e) 76 ± 10 mm
) |
- |
500 |
|
- |
Fig. 1- Table 1-Sr. no. i
(Dimensions, mm (see Note )- Annex B
b) Width of sack (w) 480 ± 10 mm
) |
- |
0 |
|
- |
Fig. 1, Table 1
(i) Dimensions, mm (see Note ) -Annex B
a) Length of sack, inside (l), 710 ± 10 mm
) |
- |
0 |
|
- |
4.5(and the remaining overhang shall not be more than 5 mm after trimming.) |
- |
0 |
|
- |
4.2
(Fabric) |
- |
2000 |
|
identification |
4.2
(Linear Density, 900 denier) |
- |
500 |
|
- |
4.2
(The woven fabric shall be
of mesh, 10 × 10 per inch) |
- |
300 |
|
- |
4.2
(The woven fabric shall be
of weight, 79 g/m2 ) |
- |
250 |
|
- |
4.2
(The
denier of HDPE/ PP tape used in the manufacture of
woven fabric shall be subjected to the
tolerances: a) ± 10 percent on individual value, and
) |
- |
0 |
|
- |
4.2
(The
denier of HDPE/ PP tape used in the manufacture of
woven fabric shall be subjected to the
tolerances:
b) ± 5 percent on average.
) |
- |
0 |
|
- |
Fig. 1- Table 1- Sr. no. i
(Dimensions, mm (see Note ) -Annex B
e) Depth of valve (f), Min, The depth of the valve (f) shall not be less than 2 times the width of the valve (v) in case of gusseted sacks and not less than 2.3 times the width of the valve (v) in case of non-gusseted sacks.
) |
- |
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.
) |
- |
0 |
|
- |
4.3(Sacks) |
- |
300 |
|
- |
4.4(Seam
) |
- |
2000 |
|
identification |
4.5(Lamination ) |
- |
2000 |
|
identification |
4.6(Capacity The sack shall have the nominal filling capacity of 50 kg) |
- |
400 |
|
- |
4.7(Valve for Filling of Sacks) |
- |
300 |
|
- |
4.7(There shall be a double fold at the top seam and) |
- |
0 |
|
- |
4.7(and then stitching shall be done through six layers.) |
- |
0 |
|
- |
4.7(and then stitching shall be done through six layers.) |
- |
0 |
|
- |
4.7(The depth of the valve (f) shall not be less than 2 times the width of the valve (v) in case of gusseted sacks and) |
- |
0 |
|
- |
5/5.1-Table 1-Sr. no. iv(Requirements, Mass of Sack- IS 1964
a) Non-gusseted type 70 + 6%) |
- |
500 |
|
- |
5/5.1-Table 1-Sr. no. iv(Requirements, Mass of Sack- IS 1964
a) gusseted type 71 + 6%) |
- |
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.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 top seam (Ravelled strip method), Min, - IS 9030 N (kgf) 400 (40.8)) |
- |
1100 |
|
- |
5/5.4-Table 1-Sr. no.viii(Drop impact strength - Annex C No failure) |
- |
1100 |
|
- |
5/5.5-Table 1-Sr. no.viii(Ash content Max percent- Annex D a) For UV stabilized sacks 2.2
) |
- |
950 |
|
- |
5/5.6 (UV Resistance, ) |
- |
10180 |
|
- |
5/5.6 (UV Resistance, The UV stabilized woven fabric shall have at least 50 percent retention of the original breaking strength when tested after the same has been exposed
to a) UV Radiation -Annex F ) |
- |
0 |
|
- |
4.2
(width of tape, 2.5 mm ± 0.1 mm) |
- |
0 |
|
- |
|
Complete
|
|
21 Feb, 2026 |
- |
104 |
IS 9537 : Part 3 (1983) |
Specification for conduits for electrical installations: Part 3 rigid plain conduits of insulating meterials |
All |
-
|
9700 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
6.1(Marking) |
- |
300 |
|
- |
6.2(Durability of Marking as per 6.4 of IS: 9537 (Part 1)-1980) |
- |
0 |
|
- |
6.3(Standard Mark on Conduit) |
- |
0 |
|
- |
7.1.1(Maximum and minimum outside diameter of socket) |
- |
1000 |
|
- |
7.1.1 Table-2(Length of Socket end) |
- |
0 |
|
- |
7.1.2(Maximum and minimum outside diameter of conduit) |
- |
0 |
|
- |
7.2(Minimum inside diameter of conduit) |
- |
0 |
|
- |
7.3(Length of conduit) |
- |
0 |
|
- |
7.4(Unifomity of The wall Thickness) |
- |
0 |
|
- |
8.1(Construction as per clause 8 of IS: 9537 (Part 1)-1980) |
- |
300 |
|
- |
9.2(Bending Test i) At Room Temp ii) At Low Temp (-5 ±2°C)) |
- |
1000 |
|
- |
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) |
- |
1000 |
|
- |
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) |
- |
0 |
|
- |
12(Electrical Characteristics-Insulation resistance test as per clause 12.1.2 of IS: 9537 (Part 1)-1980) |
- |
1400 |
|
- |
12(3 Characteristics-Insulation resistance test as per clause 12.1.2 of IS: 9537 (Part 1)-1980) |
- |
1400 |
|
- |
|
Complete
|
|
21 Feb, 2026 |
- |
105 |
IS 11584 (1986) |
Specification for high density polyethylene (Hdpe) crates for milk satchets |
All |
-
|
10050 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
2.2(Material ) |
- |
2000 |
|
- |
2.3(Shape and Dimensions) |
- |
- |
|
- |
2.4(Mass ) |
- |
- |
|
- |
2.5(Appearance and Surface Finish) |
- |
- |
|
- |
2.6(Colour Fastness) |
- |
- |
|
- |
2.7(Resistance to Stress) |
- |
- |
|
- |
2.8(Resistance to Applied Load) |
- |
- |
|
- |
2.9(Strength) |
- |
- |
|
- |
2.1(Dimensional Stability) |
- |
- |
|
- |
|
Complete
|
|
21 Feb, 2026 |
- |
106 |
IS 7834 : Part 1 (1987) |
injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 1 General requirements |
All Size |
-
|
5625 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl.4(Minimum Thickness) |
- |
250 |
|
- |
Cl. 5.1.1, 5.1.2, Table 1, Fig 1(Minimum Socket Length) |
- |
250 |
|
- |
Cl. 5.1.1, 5.1.2, Table 1, Fig 1(Mean Socket Internal Diameter at Mid-Point of Socket Length) |
- |
0 |
|
- |
Cl. 5.1.1, 5.1.2, Table 1, Fig 1(Out-of-roundness tolerances of socket inside diameter) |
- |
0 |
|
- |
Cl. 6.1(Stress Relief Test- Appendix A) |
- |
700 |
|
- |
Cl. 6.2(Opacity- Appendix B) |
- |
575 |
|
- |
Cl. 6.3(Effect on Water[(Lead ( first extraction )]- Appendix C) |
- |
3000 |
|
- |
Cl. 6.3(Effect on Water[(Lead ( third extraction )]- Appendix C) |
- |
0 |
|
- |
Cl. 6.3(Effect on Water [Dialkyl tin C4, and higher homologues, measured as tin ( third extraction )]- Appendix C) |
- |
0 |
|
- |
Cl. 6.3(Effect on Water [Other toxic substances ( third extraction )]- Appendix C) |
- |
0 |
|
- |
Cl. 6.4(Short-Term Hydraulic Test- Appendix D) |
- |
850 |
|
- |
|
Complete
|
|
21 Feb, 2026 |
- |
107 |
IS 7834 : Part 3 (1987) |
injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 3 Specific requirements for 90 degree elbows |
All |
-
|
5625 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
cl 2.2.2(Dimensions) |
- |
500 |
|
- |
Cl. 2.1 (Ref. Cl. 6.3 of IS 7834 (part 1) : 1987(Effect on water - Lead (first extraction) - Appendix C ) |
- |
3000 |
|
- |
Cl. 2.1 (Ref. Cl. 6.3 of IS 7834 (part 1) : 1987(Effect on water - Lead (third extraction) - Appendix C) |
- |
0 |
|
- |
Cl. 2.1 (Ref. Cl. 6.3 of IS 7834 (part 1) : 1987(Effect on water - Dialkyl tin C4 and higher homologues measured as tin (third extraction) - Appendix C) |
- |
0 |
|
- |
Cl. 2.1 (Ref. Cl. 6.3 of IS 7834 (part 1) : 1987(Effect on water - Other toxic substances (third extraction) - Appendix C) |
- |
0 |
|
- |
|
Complete
|
|
21 Feb, 2026 |
- |
108 |
IS 7834 : Part 6 (1987) |
injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 6 Specific requirements for sockets |
All |
-
|
5625 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
2.1(General) |
- |
4100 |
|
VCM content(3000.00)+K value(1100.00) |
2.2(Manufacture) |
- |
300 |
|
- |
2.2.2, Table 1(Size) |
- |
250 |
|
- |
2.2.2, Table 1(Socket Laying
Length) |
- |
250 |
|
- |
2.2.3( inside diameter of the socket) |
- |
0 |
|
- |
2.2.3(Socket length) |
- |
0 |
|
- |
|
Complete
|
|
21 Feb, 2026 |
- |
109 |
IS 7834 : Part 8 (1987) |
injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 8 Specific requirements for caps |
All |
-
|
5625 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
2.1(General) |
- |
4100 |
|
VCM content(3000.00) + K value(1100.00) |
2.2(Manufacture) |
- |
300 |
|
- |
2.2.2(diameter of the socket of cap) |
- |
500 |
|
- |
|
Complete
|
|
21 Feb, 2026 |
- |
110 |
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 Size |
-
|
5625 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
2.1(General) |
- |
4100 |
|
VCM content(3000.00)+ K value(1100.00) |
2.2(Manufacture) |
- |
300 |
|
- |
2.2.2, Table 1(Size) |
- |
250 |
|
- |
2.2.2, Table 1(45 ̊ Elbow Laying
Length) |
- |
250 |
|
- |
2.2.3( inside diameter of the socket) |
- |
500 |
|
- |
2.2.3(socket length) |
- |
0 |
|
- |
|
Complete
|
|
21 Feb, 2026 |
- |
111 |
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 |
All size |
-
|
5625 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
2.1(General) |
- |
4100 |
|
VCM content(3000.00)+ K value(1100.00) |
2.2(Manufacture) |
- |
300 |
|
- |
2.2.2, Table 1(90 ̊ Elbow Laying
Length) |
- |
250 |
|
- |
2.2.3( inside diameter of the socket) |
- |
500 |
|
- |
2.2.3(Socket length) |
- |
0 |
|
- |
|
Complete
|
|
21 Feb, 2026 |
- |
112 |
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 |
All size |
-
|
5625 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
2.1(General) |
- |
4100 |
|
VCM content(3000.00)+K value(1100.00) |
2.2(Manufacture) |
- |
250 |
|
- |
2.2.2, Table 1(Size) |
- |
500 |
|
- |
2.2.2, Table 1(45 ̊ Tees Laying
Length, Z) |
- |
0 |
|
- |
2.2.3( inside diameter of the socket) |
- |
500 |
|
- |
2.2.3(Socket length) |
- |
0 |
|
- |
|
Complete
|
|
21 Feb, 2026 |
- |
113 |
IS 7834 : Part 7 (1987) |
injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 7 Specific requirements for unions |
All size |
-
|
5625 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
2.1(General) |
- |
4100 |
|
VCM content(3000.00)+K value(1100.00) |
2.2(Manufacture) |
- |
250 |
|
- |
2.2.2, Table 1(Size) |
- |
500 |
|
- |
2.2.2, Table 1(Union Laying
Length) |
- |
0 |
|
- |
2.2.3( inside diameter of the socket) |
- |
500 |
|
- |
2.2.3(Socket length) |
- |
0 |
|
- |
|
Complete
|
|
21 Feb, 2026 |
- |
114 |
IS 12786 (1989) |
Irrigation equipment - Polyethylene pipes for irrigation laterals - Specification |
All |
-
|
9725 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
5 and Table 1(DIMENSIONS OF PIPES - outside diameters) |
- |
500 |
|
- |
4.1.a (Potyethylene - higher olefins constituent ) |
- |
0 |
|
- |
4.1.b(Potyethylene - anti-oxidant) |
- |
0 |
|
- |
4.1.c.i (Density) |
- |
500 |
|
- |
4.1.c.ii (Toluene extract - Annex A) |
- |
1100 |
|
- |
4.1.c.iii (Volatile matter - Annex B ) |
- |
700 |
|
- |
4.1.c & 4.2.a (Carbon Black content - IS 2530 : 1963) |
- |
700 |
|
- |
4.2.b (The dispersion of Carbon Black content shall be satisfactory - IS 2530 : 1963) |
- |
700 |
|
- |
4.3(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 |
|
- |
7.3(Tensile Test) |
- |
1350 |
|
Tensile strength(1100.00)+ Specimen preparation(250.00) |
7.3(Elongation at Break) |
- |
1350 |
|
Tensile strength(1100.00)+ Specimen preparation(250.00) |
7.4(SusceptibiIity to Environmental Stress
Cracking) |
- |
1200 |
|
- |
5 and Table 1(DIMENSIONS OF PIPES - outside diameters) |
- |
250 |
|
- |
5 and Table 1(DIMENSIONS OF PIPES - wall thickness shall) |
- |
0 |
|
- |
7.2(Reversion Test) |
- |
1000 |
|
- |
7.1(Hydraulic Characteristics) |
- |
0 |
|
- |
6.1(Visual Appearance) |
- |
300 |
|
- |
5.0
5.1
(Table1)
(c)Wall thickness of pipe Maximum) |
- |
250 |
|
- |
5.0
5.1
(Table1)
(c)Wall thickness of pipe Minimum) |
- |
0 |
|
- |
5.0
5.1
(Table1)
(b)Tolerance on OD) |
- |
0 |
|
- |
5.0
5.1
(Table1)
(Dimensions a)Outside diameter of pipe) |
- |
0 |
|
- |
3.1(Class of Pipe) |
- |
0 |
|
- |
9.0
(9.1)(Minimum Internal Diameter of Coil) |
- |
0 |
|
- |
8.0
(8.1)
(Supply of pipes
) |
- |
0 |
|
- |
7.1
Table-2
(b)Acceptance Test for 01 hour at 20°C & 6.9MPa induced stress) |
- |
1000 |
|
- |
7.1
Table-2
(Hydraulic Characteristics
a)Quality Test for 100 hours at 70°C & 2.5.MPa induced stress.
) |
- |
3000 |
|
- |
|
Complete
|
|
21 Feb, 2026 |
- |
115 |
IS 13487 (1992) |
Irrigation equipment - Emitters - Specification |
All |
-
|
4700 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
7.1(Construction and workmanship) |
- |
300 |
|
- |
7.2(Flow path in emitters) |
- |
300 |
|
- |
7.3.1(Resistance to Hydrostatic pressure) |
- |
1000 |
|
- |
7.3.2(Resistance to Hydrostatic pressure) |
- |
0 |
|
- |
7.3.3(Resistance to Hydrostatic pressure) |
- |
0 |
|
- |
7.4.1(Emitter Pull Out In-line emitters) |
- |
500 |
|
- |
7.4.2(Emitter Pull Out On-line emitters) |
- |
0 |
|
- |
8.1.2(Uniformity of Emission Rate Unregulated emitters) |
- |
1000 |
|
- |
8.1.2(Uniformity of Emission Rate Unregulated emitters) |
- |
0 |
|
- |
8.1.3(Uniformity of Emission Rate Regulated emitters) |
- |
0 |
|
- |
8.2.2(Emission rate as a function of inlet pressure Unregulated emitters) |
- |
1000 |
|
- |
8.2.3(Emission rate as a function of inlet pressure Regulated emitters) |
- |
0 |
|
- |
8.3(Determination of Emitter Exponent) |
- |
600 |
|
- |
4(Classification) |
- |
0 |
|
- |
|
Complete
|
|
21 Feb, 2026 |
- |
116 |
IS 12701 (1996) |
Rotational moulded polyethylene water storage tanks - specification (First Revision) |
Cylindrical & Loft (All) |
-
|
18050 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
4.2.3(Carbon Black Content ) |
- |
925 |
|
- |
4.2.3(Carbon Dispersion Test) |
- |
700 |
|
- |
5(Types and Features ) |
- |
0 |
|
- |
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank) |
- |
500 |
|
- |
5.2 Table 2(Dimensions of Rectangular Loft Tanks) |
- |
500 |
|
- |
5.3(Types and Features ) |
- |
0 |
|
- |
5.6(Types and Features ) |
- |
0 |
|
- |
6.1(Finish) |
- |
300 |
|
- |
7.1.1(Resistance to Deformation) |
- |
700 |
|
- |
7.1.2(Resistance to Deformation) |
- |
0 |
|
- |
7.2(Resistance to Impact) |
- |
1100 |
|
- |
7.3(Test for Top Load Resistance) |
- |
900 |
|
- |
7.4(Tensile Strength) |
- |
1350 |
|
Testing charge+ Specimen charge ( 1100+250) |
7.5(Flexural Modulus) |
- |
1350 |
|
Testing charge+ Specimen charge ( 1100+250) |
7.6(overall Migration) |
- |
2200 |
|
Testing charge+ Specimen charge ( 1700+500) |
9.2.1(Man-Hole and Hand-Hole Lids) |
- |
200 |
|
- |
9.1(Lid Thickness) |
- |
250 |
|
- |
5.4(Wall Thickness above effective height) |
- |
250 |
|
- |
5.2 Table 2 (7)(Minimum Wall Thickness) |
- |
250 |
|
- |
5.1 Table 1 (7)(Minimum Weight of Tank (Without Lid)) |
- |
500 |
|
- |
|
Complete
|
|
21 Feb, 2026 |
- |
117 |
IS 14333 (1996) |
High Density Polyethylene Pipe For Sewerage - |
All size |
-
|
11475 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
10(Marking) |
- |
0 |
|
- |
3(Designation) |
- |
0 |
|
- |
4(Colour) |
- |
300 |
|
- |
6(Dimensions of pipes) |
- |
250 |
|
- |
7(Visual Appearance) |
- |
300 |
|
- |
8.1(Hydraulic characteristics) |
- |
6400 |
|
Acceptance test+ Type test (1600+4800) |
8.2(Reversion) |
- |
1000 |
|
Testing charges+ Specimen charges (700+300) |
8.3(Density) |
- |
500 |
|
- |
8.4(Melt Flow Rate) |
- |
1100 |
|
- |
Cl. 8.5, IS 2530-1963, Cl. 10(Cabon Black Content) |
- |
925 |
|
- |
Cl. 8.5, IS 2530-1963, Cl. 16(Carbon Black Dispersion) |
- |
700 |
|
- |
|
Complete
|
|
21 Feb, 2026 |
- |
118 |
IS 13334 : Part 1 (2014) |
Skimmed milk powder - Specification: Part 1 standard grade (Second Revision) |
- |
-
|
- View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
No Record Found
|
|
Complete
|
|
21 Feb, 2026 |
- |
119 |
IS 14151 : Part 1 (1999) |
Irrigation equipment - Sprinkler pipes - Specification: Part 1 polyethylene pipes (First Revision) |
All size |
-
|
19175 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl.3(CLASSIFICATION OF PIPES) |
- |
300 |
|
- |
4.1(melt flow rating (MFR) shall not exceed 1.10 g/10 min.) |
- |
1100 |
|
- |
4.1.1(density shall be between 940.4 kg/m’ and 958.4 kg/m3 (both inclusive) when determined at 27°C according to procedure prescribed in Annex A of IS 7328. The value of the density shall also not differ from the nominal value by more than 3 kg/m2 as per 5.2.1.1 of IS 7328.) |
- |
500 |
|
- |
4.1.2(The MFR of the material shall be between 0.2 to 1.1 (both inclusive) when tested at 190 T at a nominal load of 50 N by the method prescribed in 7 of IS 2530. The MFR of the material shall also be within 20% of the value declared by the manufacturer.’) |
- |
1100 |
|
- |
4.3(Anti-oxidant) |
- |
1800 |
|
- |
5.1 table -1(DIMENSIONS OF PIPES) |
- |
500 |
|
- |
5.1.2(Ovality) |
- |
300 |
|
- |
6.1(VISUAL APPEARANCE) |
- |
300 |
|
- |
7.1 Table -2(Hydraulic Characteristics) |
- |
6400 |
|
Acceptance Test for 48 hr (1600.00)+ Quality Test for 165 hr (4800.00) |
7.2(Reversion Test) |
- |
700 |
|
- |
7.3(Tensile Test) |
- |
1100 |
|
- |
7.4table-2(Fusion Compatibility Test) |
- |
6400.00 |
|
Acceptance Test for 48 hr (1600.00)+ Quality Test for 165 hr (4800.00) |
7.5(Density) |
- |
500 |
|
- |
7.6(Melt now Rate (MFR)) |
- |
1100 |
|
- |
(Cl.4.2)(Carbon black- b) Dispersion of carbon black) |
- |
700 |
|
- |
(Cl.4.2)(Carbon black- a)carbon content) |
- |
925 |
|
- |
Cl.7.6(Melt Flow Rate) |
- |
1100 |
|
- |
Cl 7.1(Hydraulic Characteristics - Acceptance test) |
- |
1600 |
|
- |
Cl.6(Visual Appearance) |
- |
300 |
|
- |
Cl.5(Dimensions of pipe - ii) Wall thickness maximum) |
- |
300 |
|
- |
Cl.5(Dimensions of pipe - ii) Wall thickness minimum) |
- |
300 |
|
- |
Cl.5(Dimensions of pipe - i) Outside diameter) |
- |
500 |
|
- |
|
Complete
|
|
21 Feb, 2026 |
- |
120 |
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 - |
All |
-
|
10675 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
19(Marking) |
- |
300 |
|
- |
3(Type of Fitting) |
- |
0 |
|
- |
4(Size Designation) |
- |
0 |
|
- |
5(Colour of fittings) |
- |
300 |
|
- |
7.1,Table 1(Wall thickness) |
- |
250 |
|
- |
7.2 ,Table 2&3(Socket Dimensions) |
- |
250 |
|
- |
7.3(Dimensions of waste trap(Nahani Trap) |
- |
0 |
|
- |
8(Sealing Rings) |
- |
375 |
|
- |
10(Workmanship) |
- |
300 |
|
- |
11(Design requirements) |
- |
500 |
|
- |
11.1(Solvent cement type or Rubber ring type) |
- |
0 |
|
- |
11.2(Socket and spigot configeration) |
- |
0 |
|
- |
11.4,Table 5(Vent cowl) |
- |
0 |
|
- |
11.5,Table 6(Pipe Clips) |
- |
0 |
|
- |
12(Physical test requirements) |
- |
0 |
|
- |
12.1(Visual appearance) |
- |
300 |
|
- |
12.2(Stress relief test) |
- |
700 |
|
- |
12.3(Vicat softening tempewrature) |
- |
1100 |
|
- |
Cl.13, IS 12235 (P-7)-2004, (Resistance to Sulphuric Acid) |
- |
2500 |
|
Test charge+ Specimen charge ( 2000+500) |
Cl.14, Annex A(Titanium Di-Oxide Content) |
- |
1200 |
|
- |
Cl.15, Annex B(Sulphated Ash Content) |
- |
950 |
|
- |
16(Mechanical Properties) |
- |
0 |
|
- |
16.1(Impact test) |
- |
1100 |
|
- |
17(Watet tightness of joint) |
- |
850 |
|
- |
|
Complete
|
|
21 Feb, 2026 |
- |