| 31 |
IS 10124 : Part 9 (2009) |
Fabricated pvc - U fittings for potable water supplies - Specification: Part 9 specific requirements for 60 degree bends (Second Revision) |
60 Degree Bends -Upto 400mm |
-
|
6525 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 3.1(General) |
- |
6525 |
|
i)VCM Content-Rs.3000
ii)K-Value-Rs.1100
iii)Dimensions of fittings-500
iv)Socket length and Dimensions of mean inside diameter at mid-point of socket depth-Rs. 500
v)Opacity –Rs. 575
vi)Short Term Hydraulic Test- Rs. 850 |
|
Complete
|
|
06 Jan, 2024 |
- - |
| 32 |
IS 10124 : Part 10 (2009) |
Fabricated pvc - U fittings for potable water supplies - Specification: Part 10 specific requirements for 45 degree bends (Second Revision) |
45 Degree Bends -Upto 400mm |
-
|
6525 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 3.1(General) |
- |
6525 |
|
i)VCM Content-Rs.3000
ii)K-Value-Rs.1100
iii)Dimensions of fittings-500
iv)Socket length and Dimensions of mean inside diameter at mid-point of socket depth-Rs. 500
v)Opacity –Rs. 575
vi)Short Term Hydraulic Test- Rs. 850 |
|
Complete
|
|
06 Jan, 2024 |
- - |
| 33 |
IS 10124 : Part 11 (2009) |
Fabricated pvc - U fittings for potable water supplies - Specification: Part 11 specific requirements for 40 degree bends (Second Revision) |
30 Degree Bends -Upto 400mm |
-
|
6525 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 3.1(General) |
- |
6525 |
|
i)VCM Content-Rs.3000
ii)K-Value-Rs.1100
iii)Dimensions of fittings-500
iv)Socket length and Dimensions of mean inside diameter at mid-point of socket depth-Rs. 500
v)Opacity –Rs. 575
vi)Short Term Hydraulic Test- Rs. 850 |
|
Complete
|
|
06 Jan, 2024 |
- - |
| 34 |
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 |
22½ Degree Bends -Upto 400mm |
-
|
6525 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 3.1(General) |
- |
6525 |
|
i)VCM Content-Rs.3000
ii)K-Value-Rs.1100
iii)Dimensions of fittings-500
iv)Socket length and Dimensions of mean inside diameter at mid-point of socket depth-Rs. 500
v)Opacity –Rs. 575
vi)Short Term Hydraulic Test- Rs. 850 |
|
Complete
|
|
06 Jan, 2024 |
- - |
| 35 |
IS 12818 (2010) |
Unplasticized polyvinyl chloride (Pvc - U) screen and casing pipes for bore/tubewells - Specification (Second Revision) |
Ribbed Well Screen and Plain Screen Size- Upto 450 mm |
-
|
15025 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 5(COLOUR) |
- |
300 |
|
- |
| 7.1 and Table 1, 2, 3, & 4
Fig 1A & 1B(Nominal Diameter) |
- |
1500 |
|
All type Dimensions - Rs. 1000+500 (Specimen) |
| 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(Outer Diameter at any point ) |
- |
0 |
|
- |
| 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 |
|
- |
| 7.4 Table 8 & 9
Fig 1(Effective length, l2) |
- |
0 |
|
- |
| 7.4 Table 8 & 9
Fig 1(Segmental length, l3) |
- |
0 |
|
- |
| 7.2 and Table 5, 6 & 7
Fig 1B(Wall thickness, Min) |
- |
0 |
|
- |
| 7.2 and Table 5, 6 & 7
Fig 1B(Wall thickness, Max) |
- |
0 |
|
- |
| 7.3.1(No.of Ribs) |
- |
0 |
|
- |
| 7.3.2(Rib height) |
- |
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 |
|
- |
| 7.5 and Table 10
Fig 2A & 2B(Approximate Free Passage Area, in Percent (Mean Value) for Width of Slot (w)) |
- |
0 |
|
- |
| 8.1 to 8.3 and Table 11 &12
Fig 3A & 4A(THREADING OF SCREEN ANDCASING PIPES.
IS 554.) |
- |
250 |
|
- |
| 8.4(Sealing rings - Hardness) |
- |
375 |
|
- |
| 8.4.1 and Table 13
Fig 3B & 4B(Dimensions of sealing elements) |
- |
250 |
|
- |
| 9.1(Visual Appearance) |
- |
300 |
|
- |
| 9.2(Internal Diameter) |
- |
350 |
|
- |
| 9.3(Density
IS 12235 (Part 14)) |
- |
500 |
|
- |
| 9.4 and Table 14(Resistance to External Blows at 0 ?C
IS 12235 (Part 9)) |
- |
1400 |
|
Rs. 1100+300 (Specimen) |
| 9.5(Tensile Strength
IS 12235(Part 13)) |
- |
1600 |
|
Rs. 1100+500 (Specimen) |
| 9.6(Vicat Softening Temperature
IS 12235 (Part 2).) |
- |
1100 |
|
- |
| 9.7(Effect on Water
a) Lead (first extraction)
b) Lead (Third extraction)
c) Dialkyl Tin C4 & higher homologues measured as Tin (Third extraction)
d) Cadmium (All three extracts)
e) Mercury (All three extracts)
f) Other Toxic Substances
) |
- |
3000 |
|
- |
| 4.1.1
(VCM Content as per IS 10151 (Annex A)) |
- |
3000 |
|
- |
| 4.1.2(K-Value as per IS-4669) |
- |
1100 |
|
- |
|
Complete
|
|
06 Jan, 2024 |
- - |
| 36 |
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 and Type-B Upto 315mm |
-
|
39600 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 |
|
- |
| 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 |
|
All Type Dimensions - Rs. 500 |
| 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 |
|
Rs. 700 + 300 (Specimen) |
| 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) |
- |
25300 |
|
8.5 Effect on sunlight for 1600 hrs (Manual) Rs. 3500 /
8.5 Effect on sunlight by Weatherometer for 116 hrs equivalent 16000 hour exposure (Alternate) Rs. 21800 |
| Cl. 9, IS 12235 Part 7(Resistance to Sulphuric Acid) |
- |
2500 |
|
Rs. 2000+500 (Specimen) |
| 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 |
|
Rs. 1100+300 (Specimen) |
| 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 |
|
Rs. 2200+500 (Specimen) |
| 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 |
|
- |
| 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 |
|
- |
|
Complete
|
|
06 Jan, 2024 |
- - |
| 37 |
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 |
Upto 1200mm (TYPE-A & TYPE-B) |
-
|
106750 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 5.0(Composition of the material) |
- |
5300 |
|
Material Identification- Rs. 2000
Melt Flow Rate- Rs. 1100
Oxidation Induction Test- Rs. 2200 |
| 5.1(Composition of the material) |
- |
15800 |
|
Resistance to Internal Pressure 165hrs- Rs. 4,800
Resistance to Internal Pressure 1000hrs- Rs. 11000 |
| 6.3(Dimensions of pipes and fittings) |
- |
1000 |
|
Diameter and minimum Wall Thickness of the Pipe- Rs. 250
Length of Pipe- Rs. 250
Ring Stiffness of Spigot + socket- Rs. 250
Socket thickness Avg. (min.)- Rs. 250 |
| 7.0(Physical characteristics for pipes and fittings
Appearance) |
- |
3400 |
|
Appearance & Color - Rs. 300
Vicat Softening Temp- Rs. 1100
Resistance to Dichloromethane- Rs.1000
Longitueinal Reversion- Rs. 700+300 (Specimen) |
| 8.0(Physical characteristics of fittings) |
- |
2400 |
|
Appearance & Color- Rs. 300
Vicat Softening Temp- Rs. 1100
Effect of Heating (Stress relief Test)- Rs. 700+300 (Specimen) |
| 8.1.1(Mechanical Characteristics of Pipes
General) |
- |
30200 |
|
Ring Stiffness- Rs. 1100+300 (Specimen)
Impact Strength at (0±1ºC)- Rs. 1100+300 (Specimen)
Ring flexibility 30% of dem-Rs. 1100
Creep ratio- Rs. 1100+ 25200 |
| 10.0(Mechanical Characteristics of fittings) |
- |
1100 |
|
Impact Strength of Injection Moulded & Fabricated Fittings at (0° C/30 mins.) -Rs. 1100 |
| 11.0(Joints) |
- |
5100 |
|
Joints -300
Tightness of elastomeric ring / Solvent Cement seal Joint-Rs. 4800 |
| 12.0(PERFORMANCE REQUIREMENTS) |
- |
42450 |
|
Inter. Hydrostatic Pressure test Elastomeric Sealing ring joints- Rs.850+300 (specimen)
Inter. Negative Hydrostatic Pressure test (internal Vacuum) Elastomeric Sealing ring joints- Rs. 2000+300 (Spec.)
Resistance to combined temperature cycle-Rs.39000 |
|
Complete
|
|
06 Jan, 2024 |
- - |
| 38 |
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 |
Upto 1200mm (Type B) |
-
|
99000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 9.1(PIPE ENDS) |
- |
0 |
|
- |
| Table -1 Cl. No. 5.1, i)(Base Density) |
- |
2500 |
|
Material Identification-2000
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) |
- |
0 |
|
- |
| 6.3.5.1.1(Ring Stiffness of Spigot + socket) |
- |
250 |
|
- |
| "6.3.5.1.5 Table-5 "(Socket thickness Avg. (min.) Avg.) |
- |
0 |
|
- |
| 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 |
|
Creep ratio- Rs. 1100 + 25200 (Specimen) |
| 9 Table-12 (i)(Tightness of elastomeric ring seal Joint) |
- |
4800 |
|
- |
| 9 Table 12 (ii)(Water tightness) |
- |
1300 |
|
Water tightness Rs. 1000+300 |
| 9 Table- 12 (iii)(Resistance to combined temperature cycling and external loading) |
- |
39000 |
|
- |
|
Complete
|
|
06 Jan, 2024 |
- - |
| 39 |
IS 14887 (2014) |
Textiles – High density polyethylene (HDPE)/ polypropylene (PP) woven sacks for packaging of 50 kg food grains – Specification (first revision) |
Woven Sacks For Packaging Of 50 Kg Food Grains |
-
|
20030 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 3.2(Tapes – Heat Shrinkage (HDPE) (Cl. 3.2 and IS 6192)) |
- |
1050 |
|
- |
| 3.2(Tapes – Width and Thickness
( IS 6192/IS 11197)) |
- |
250 |
|
- |
| 3.2(Tapes – Linear Density
(IS 6192/IS 11197)) |
- |
500 |
|
- |
| 3.3.1(Bottom seam (IS 10789)) |
- |
300 |
|
- |
| 4.1 and 3.4(Mass of bale (Cl. 4.1), Capacity (Cl 3.4)) |
- |
250 |
|
- |
| 4.2 and Table 1 ii(Dimensions ) |
- |
750 |
|
Dimensions of Fabric ( Inside Length & Inside Width) - Rs. 250
Ends Per dm- Rs. 250
Picks Per dm- Rs. 250 |
| 4.2 and Table 1 v(Mass of sack ) |
- |
300 |
|
- |
| 4.2 and Table 1 vi(Average breaking strength of fabric ) |
- |
2200 |
|
Breaking Strength of Fabric (Avg.)
(1) Lengthwise Direction- Rs.1100
(2) Width wise Direction- Rs.1100 |
| 4.2 and Table 1 viii(Elongation at break of fabric ) |
- |
0 |
|
- |
| 4.2 and Table 1 vi(Breaking strength of bottom seam ) |
- |
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 ) |
- |
12380 |
|
UV Resistance (192 hrs)- Rs.10180
Breaking Strength of Fabric (Avg.)
(1) Lengthwise Direction- Rs.1100
(2) Width wise Direction- Rs.1100 |
| 4.2 and Table 1 x(Ash content ) |
- |
950 |
|
- |
|
Complete
|
|
06 Jan, 2024 |
- - |
| 40 |
IS 14968 (2015) |
Textiles – High density polyethylene (HDPE)/ polypropylene (PP) woven sacks for packing 50 Kg/25 kg sugar – Specification (first revision) |
50 Kg/25 Kg Sugar |
-
|
25330 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 4.1(Raw Material) |
- |
1050 |
|
- |
| 4.2(Tapes – Width
IS 6192 and IS 11197) |
- |
250 |
|
- |
| 4.2(Tapes – Linear Density
) |
- |
500 |
|
- |
| 4.3(Sacks) |
- |
500 |
|
Bottom seam & Mouth- Rs. 250
No. of Stitches per dm- Rs. 250 |
| 4.4(Liner
IS 10146 or IS 10910.) |
- |
2400 |
|
i) Material Identification-Rs. 1050
ii) Mass Loose Linear-Rs. 300
iii) Width of Loose Linear-Rs. 250
iv) Length of Linear-Rs. 250
v) Bottom Seam of Linear-Rs.250
4.4.1 Visual Appearance-Rs.300 |
| 4.5 and Table 1 i(Capacity) |
- |
250 |
|
- |
| 5.2 and Table 1 ii a(Dimensions Inside Length) |
- |
250 |
|
- |
| 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 a(Mass of unlaminated sack
IS 1964) |
- |
600 |
|
a) Mass of unlamented sack- Rs.300
b) Mass of sack with Linear- Rs. 300 |
| 5.2 and Table 1 vi a(Average breaking strength of fabric Lengthwise
IS 1969 (Part 1)) |
- |
2200 |
|
Average Breaking Strength of Fabric (Before UV Exposure)
a) Lengthwise- Rs. 1100
b) Widthwise- Rs. 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 ix(Average breaking strength and elongation at break of UV stabilized HDPE/PP fabric after been exposed to UV radiation and weathering ) |
- |
14780 |
|
UV Resistance Test (192hrs)- Rs. 10180
Average Breaking Strength of Fabric (After UV Exposure)
a) Lengthwise- Rs.1100
b) Widthwise- Rs. 1100 |
| 5.2 and Table 1 x(Ash content ) |
- |
950 |
|
- |
|
Complete
|
|
06 Jan, 2024 |
- - |
| 41 |
IS 2508 (2016) |
Polyethylene films and sheets - Specification (Third Revision) |
Black Film Type-I, II, III and IV |
-
|
19225 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 5.1.1(Appearance) |
- |
100 |
|
- |
| 5.1.2(Film Form) |
- |
100 |
|
- |
| 5.1.3(Odour) |
- |
100 |
|
- |
| 5.1.4(Density, Cl.5 of IS 13360(Part-3/Section-1)) |
- |
1125 |
|
500 + Black Compound (Optional) - 625 (Specimen) |
| 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) |
- |
900 |
|
- |
| 5.1.6b(Ash Content, Annex-A) |
- |
950 |
|
- |
| 5.1.6c(Carbon Black Dispersion, Cl.16 of IS 2530) |
- |
700 |
|
- |
| 5.2.2(Tolerance on Thickness, Annex-A) |
- |
1100 |
|
Thickness & Width - 500 and Yield Tolerance - 600 |
| 6.1, Table 1(Tensile strength at break. A) Machine Direction. IS 13360 (Part 5/Sec 1)) |
- |
2700 |
|
2200 + 500 (Specimen) |
| 6.1, Table 1(Tensile strength at break. B) Transverse Direction. IS 13360 (Part 5/Sec 3)) |
- |
2200 |
|
- |
| 6.1, Table 1(Ageing test at (70-1)c for 7 days , cl 4 IS 7016 ) |
- |
4300 |
|
- |
| 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 |
|
750 + 250 (Specimen) |
| 6.1, Table 1(Tear resistence. B) Transverse direction ) |
- |
750 |
|
- |
| 8.1, Table 3(Puncture resistance , Annex C) |
- |
1100 |
|
- |
|
Complete
|
|
06 Jan, 2024 |
- - |
| 42 |
IS 11652 (2017) |
Textiles – High density polyethylene (HDPE)/ polypropylene (PP) woven sacks for packaging of 50 kg cement – Specification (third revision) |
Woven Sacks For Packaging Of 50 Kg Cement |
-
|
27030 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 4.1(Raw Material
) |
- |
1050 |
|
- |
| 4.2
(Fabric) |
- |
2950 |
|
(i) Fabric (tape width) -Rs. 250
(ii) Sacks (Visual Appearance)-Rs. 300
(iii) Seam (Dimension)-Rs. 250
(iv) Identification (Stitching Material)-Rs. 1050
(v) Stitching material Breaking Load-Rs. 1100 |
| 4.4(Seam) |
- |
1100 |
|
- |
| 4.6(Capacity The sack shall have the nominal filling capacity of 50 kg) |
- |
400 |
|
- |
| 4.7(Valve for Filling of Sacks) |
- |
250 |
|
- |
| 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. ii
(Ends per dm - Annex B 40 ± 2 ) |
- |
250 |
|
- |
| Fig. 1- Table 1-Sr. no. iii
(Picks per dm-Annex B 40 ± 2 ) |
- |
250 |
|
- |
| 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.) |
- |
500 |
|
- |
| 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) ) |
- |
2200 |
|
- |
| 5/5.3-Table 1-Sr. no.v(Average breaking strength of fabric [Ravelled strip method, 325 mm × 70 mm] Min, N(kgf): - 1969 (Part 1) b) Widthwise , 900 (91.8) ) |
- |
2200 |
|
- |
| 5/5.3-Table 1-Sr. no.vi(Breaking strength of top seam (Ravelled strip method), Min, - IS 9030 N (kgf) 400 (40.8)) |
- |
1100 |
|
- |
| 5/5.3-Table 1-Sr. no.vi(Breaking strength of bottom seam (Ravelled strip method), Min, - IS 9030 N (kgf) 400 (40.8)) |
- |
1100 |
|
- |
| 5/5.4-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 |
|
- |
| 5/5.5-Table 1-Sr. no.viii(Ash content Max percent- Annex D b) For non-UV stabilized sacks 6
) |
- |
950 |
|
- |
| 5/5.6 (UV Resistance, ) |
- |
10180 |
|
- |
| 5/5.3-Table 1-Sr. no.vii(Elongation at break of fabric (Ravelled strip method), percent : - IS 1969 (Part1 ) a) Lengthwise 15 to 25) |
- |
0 |
|
- |
| 5/5.3-Table 1-Sr. no.vii(Elongation at break of fabric (Ravelled strip method), percent : - IS 1969 (Part1 ) b) Widthwise 15 to 25) |
- |
0 |
|
- |
|
Complete
|
|
06 Jan, 2024 |
- - |