1 |
IS 16703 (2017) |
Textiles - High density polyethylene (HDPE) polypropylene (PP) woven sacks for packaging of 25 kg polymer materials - Specification |
- |
-
|
27568 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
5.1(Mass of Bale) |
- |
250 |
|
4.2,5.1,5.2, 5.3,5.4 |
5.2 Table 1(Dimensions) |
- |
250 |
|
4.2,5.1,5.2, 5.3,5.4 |
5.2 Table 1(Ends per dm) |
- |
250 |
|
4.2,5.1,5.2, 5.3,5.4 |
5.2 Table 1(Picks per dm) |
- |
250 |
|
4.2,5.1,5.2, 5.3,5.4 |
5.2 Table 1(Mass of sack, Gusseted type, g - IS 1964) |
- |
250 |
|
4.2,5.1,5.2, 5.3,5.4 |
5.2 Table 1(Average breaking strength of fabric [Ravelled strip
method, 325 mm × 70mm1)] Min, N) (kgf): - IS 1969 (Part 1)) |
- |
1350 |
|
1100+250 |
5.2 Table 1(Average breaking strength of fabric [Ravelled strip
method, 325 mm × 70mm1)] Min, N2) (kgf): - IS 1969 (Part 1)) |
- |
1350 |
|
1100+250 |
5.2 Table 1(Breaking strength of bottom seam (Ravelled strip
method), Min, N) (kgf) - IS 9030) |
- |
1350 |
|
1100+250 |
5.2 Table 1(Elongation at break of fabric (Ravelled strip method),
percent : IS 1969 (Part 1)) |
- |
0 |
|
0 |
5.2 Table 1(Elongation at break of fabric (Ravelled strip method),
percent : IS 1969 (Part 1)) |
- |
0 |
|
0 |
5.2 Table 1(Drop impact strength) |
- |
1100 |
|
0 |
(Clauses 4.2, 5.1, 5.2, 5.3 and 5.4) Table 1 (Ash Content ,a) For UV stabilized sacks) |
- |
950 |
|
0 |
(Clauses 4.2, 5.1, 5.2, 5.3 and 5.4) Table 1 (Ash Content ,b) For non- UV stabilized sacks) |
- |
950 |
|
0 |
5.2 Table 1(Dimensions) |
- |
250 |
|
0 |
5.2 Table 1(Dimensions) |
- |
250 |
|
0 |
5.2 Table 1(Dimensions) |
- |
250 |
|
0 |
|
Complete
|
|
31 Dec, 2027 |
- - |
2 |
IS 4985 (2000) |
Unplasticized pvc pipes for potable water supplies - Specification (Third Revision) |
- |
-
|
23394 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
11.2(Resistance to External Blows at 0°C) |
- |
1000 |
|
300 |
11.1-Table 6(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Acceptance Test)) |
- |
850 |
|
0 |
11.1-Table 6(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Type Test)) |
- |
5000 |
|
0 |
10.6(PHYSICAL AND CHEMICAL CHARACTERISTICS- Density) |
- |
500 |
|
0 |
10.5(PHYSICAL AND CHEMICAL CHARACTERISTICS- Vicat Softening Temperature) |
- |
1100 |
|
0 |
10.4(PHYSICAL AND CHEMICAL CHARACTERISTICS- Reversion Test) |
- |
700 |
|
200 |
10.2(PHYSICAL AND CHEMICAL CHARACTERISTICS-Opacity) |
- |
575 |
|
0 |
10.1.1(PHYSICAL AND CHEMICAL CHARACTERISTICS-Visual Appearance) |
- |
300 |
|
0 |
9.1(PIPE ENDS) |
- |
0 |
|
0 |
7.1.1.1(DIMENSIONS-PIPE-Mean O.D. (Minimum)) |
- |
0 |
|
0 |
Clause 10.7(Sulphated Ash Content) |
- |
950 |
|
0 |
10.1(Colour) |
- |
300 |
|
0 |
|
Complete
|
|
31 Dec, 2027 |
- - |
3 |
IS 15778 (2007) |
Chlorinated polyvinyl chloride (Cpvc) pipes for potable hot and cold water distribution supplies - Specification |
- |
-
|
152694 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
7.1
IS 12235 (Part 1)
Table 2(Dimension of Pipes:
Mean outside Diameter) |
- |
500 |
|
7.1.1, 7.1.2, 7.1.3 |
7.1,7.1.1
IS 12235 (Part 1)
Table 2(Outside Diameter at any point) |
- |
0 |
|
Included in 7.1.1 |
7.1.2
IS 12235 (Part 1)
Table 2(Wall Thickness ) |
- |
0 |
|
Included in 7.1.1 |
7.1.3 (Effective length) |
- |
0 |
|
Included in 7.1.1 |
8(Pipe Ends) |
- |
300 |
|
8, 9.1 |
9.1(Visual Appearance) |
- |
0 |
|
Included in 9.1 |
9.2
IS 12235 (Part 3)(Opacity) |
- |
575 |
|
0 |
Cl. 9.3,IS 4985 Cl. 10.3(Lead (first extraction)) |
- |
3000 |
|
9.3 |
Cl. 9.3,IS 4985 Cl. 10.3(Lead (third extraction)) |
- |
0 |
|
9.3 |
Cl. 9.3,IS 4985 Cl. 10.3(Dialkyl tin C4 and higher homologues measured as tin (third extraction)) |
- |
0 |
|
9.3 |
Cl. 9.3,IS 4985 Cl. 10.3(Cadmium (for all three extracts) ) |
- |
0 |
|
9.3 |
Cl. 9.3,IS 4985 Cl. 10.3(Mercury (for all three extracts) ) |
- |
0 |
|
9.3 |
Cl. 9.3,IS 4985 Cl. 10.3(Other toxic substances such as 'di-n-octyl-tin- s-s bis iso-octyl mercapto acetate' and 'butyl stearate' (third extraction) ) |
- |
0 |
|
9.3 |
Cl. 9.3,IS 4985 Cl. 10.3(Other toxic substances including di-n-octyl-tin- s-s bis iso-octyl mercapto acetate' and 'butyl stearate') |
- |
0 |
|
9.3 |
9.4
IS 12235(Part 5/Sec 1 and Sec 2)(Reversion Test :
When tested by the method prescribed in IS 12235(Part 5/Sec 1 and Sec 2), a length of pipe 200 + 20 mm long shall not alter in length by more than 5 percent.) |
- |
700 |
|
0 |
9.5
IS 12235(Part 2)(Vicat Softening Temperature:
When tested by the method prescribed in IS 12235(Part 2), the Vicat softening temperature of the specimen
shall not be less than 110°C.) |
- |
1100 |
|
0 |
9.6
IS 12235(Part 14)(Density) |
- |
500 |
|
0 |
10.1
Table 3
IS 12235
(Part 8/Sec 1)(Hydrostatic Characteristics) |
- |
850 |
|
20°C /1 h. |
10.1
Table 3
IS 12235
(Part 8/Sec 1)(Hydrostatic Characteristics) |
- |
4800 |
|
95°C /165 h |
10.1
Table 3
IS 12235
(Part 8/Sec 1)(Hydrostatic Characteristics) |
- |
11000 |
|
95°C /1000 h |
10.2
Table 3
IS 12235
(Part 8/Sec 1)(Thermal Stability by Hydrostatic Pressure Testing) |
- |
1000 |
|
1000+109500 |
10.3
IS 4985
Table 4(Resistance to External Blow at O°C:
When tested by the method prescribed in IS 4985, with classified striker mass and drop height as given in Table 4, the pipe shall have a true impact rate of not more than 10 percent.) |
- |
1100 |
|
1100+300 |
10.4
IS 12235(Part 19)(Flattening Test) |
- |
500 |
|
0 |
10.5
IS 12235(Part 13)(Tensile Strength :
When tested by the method prescribed in IS 12235(Part 13), the tensile strength at yield shall not be less than 50 MPaat 27±2°C.
) |
- |
1100 |
|
1100+500 |
6.3.2
Annex C(Verification of the Malfunction Temperature, Tmal:
) |
- |
11000 |
|
11000+300 |
6.3(K value Test) |
- |
1100 |
|
0 |
6.2.1
Annex B(Chloride Content of Resin) |
- |
4300 |
|
0 |
6.3.1
Annex B(Chloride content) |
- |
4300 |
|
0 |
6.3.2
IS 13360 (Part 3/See 1)(Density) |
- |
500 |
|
0 |
|
Complete
|
|
31 Dec, 2027 |
- - |
4 |
IS 14151 : Part 2 (2008) |
Irrigation equipment - Sprinkler pipes - Specification: Part 2 quick coupled polyethylene pipes and fittings (Second Revision) |
- |
-
|
33275 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl. 4.1.1.2.1, IS 14151 (P-1)-1999, Cl. 4, IS 2530-1963, Cl. 10(Cabon Black Content) |
- |
925 |
|
0 |
Cl. 4.1.1.2.1, IS 14151 (P-1)-1999, Cl. 4, IS 2530-1963, Cl. 16(Carbon Black Dispersion) |
- |
700 |
|
0 |
7.2.1 (Visual and Workmanship Requirement) |
- |
300 |
|
0 |
3.0(Reversion test) |
- |
700 |
|
700+300 |
3.0(Tensile strength at yield) |
- |
1100 |
|
1100+250 |
3.0((ii)Acceptance Test at 3.8MPa induced stress for 48 hours at 80°C) |
- |
1600 |
|
0 |
3.0((i)Quality Test at 3.5MPa induced stress for 165 hours at 80°C) |
- |
4800 |
|
0 |
4.1.1.2.1(Density) |
- |
500 |
|
0 |
4.1.1.2.1(MFI @ 1900C/5.0 Kg) |
- |
1100 |
|
0 |
4.1.5(a. Identification of Rubber Ring) |
- |
1050 |
|
0 |
4.1.5(b. Colour of rubber ring) |
- |
300 |
|
0 |
4.1.5(c. Change in hardness after keeping it in air at 70°C for 7 days) |
- |
375 |
|
0 |
6.1.1, 6.1.1.1(Leakage Test) |
- |
850 |
|
0 |
6.1.2.2( Hydraulic Proof Test) |
- |
850 |
|
0 |
Cl.6.1.3(Weldability Test- b) Acceptance test) |
- |
1600 |
|
0 |
Cl.6.1.3(Weldability Test- a) Quality test) |
- |
4800 |
|
0 |
|
Complete
|
|
31 Dec, 2027 |
- - |
5 |
IS 12818 (2010) |
Unplasticized polyvinyl chloride (Pvc - U) screen and casing pipes for bore/tubewells - Specification (Second Revision) |
- |
-
|
11594 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
4.1.2(K-Value as per IS-4669) |
- |
1100 |
|
0 |
4.1.1
(VCM Content as per IS 10151 (Annex A)) |
- |
3000 |
|
0 |
8.4(Sealing rings - Hardness) |
- |
375 |
|
0 |
8.4.1 and Table 13
Fig 3B & 4B(Dimensions of sealing elements) |
- |
250 |
|
0 |
8.4.1 and Table 13
Fig 3B & 4B(Dimensions of sealing elements) |
- |
0 |
|
0 |
8.4.1 and Table 13
Fig 3B & 4B(Dimensions of sealing elements) |
- |
0 |
|
0 |
8.4.1 and Table 13
Fig 3B & 4B(Dimensions of sealing elements) |
- |
0 |
|
0 |
8.4.1 and Table 13
Fig 3B & 4B(Dimensions of sealing elements) |
- |
0 |
|
0 |
8.4.1 and Table 13
Fig 3B & 4B(Dimensions of sealing elements) |
- |
0 |
|
0 |
8.4.1 and Table 13
Fig 3B & 4B(Dimensions of sealing elements) |
- |
0 |
|
0 |
9.1(Visual Appearance) |
- |
300 |
|
0 |
9.2(Internal Diameter) |
- |
350 |
|
0 |
9.3(Density
IS 12235 (Part 14)) |
- |
500 |
|
0 |
9.4 and Table 14(Resistance to External Blows at 0 ?C
IS 12235 (Part 9)) |
- |
1100 |
|
1100+300 |
9.5(Tensile Strength
IS 12235(Part 13)) |
- |
1100 |
|
1100+500 |
9.6(Vicat Softening Temperature
IS 12235 (Part 2).) |
- |
1100 |
|
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 |
|
0 |
|
Complete
|
|
31 Dec, 2027 |
- - |
6 |
IS 4984 (2016) |
Polyethylene pipes for water supply - Specification (Fifth Revision) |
- |
-
|
38700 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
6.2(Colour) |
- |
250 |
|
0 |
6.2.1(6.1.1 Identification Stripes) |
- |
250 |
|
0 |
7() |
- |
300 |
|
0 |
7.2(Length) |
- |
500 |
|
0 |
7.4 table -3 & 4(6.1 Dimensions) |
- |
0 |
|
0 |
7.4.1.2(Ovality) |
- |
0 |
|
0 |
8,/8.1/8.1.1 table-5(PERFORMANCE REQUIREMENTS / Hydraulic Characteristics/ Internal Pressure Creep Rupture Test of Pipe) |
- |
21400 |
|
1600+4000+4800+11000 |
8.1.2 table -5(Internal Pressure Creep Rupture Test of Pipe Joints) |
- |
1600 |
|
0 |
8.2(Longitudinal Reversion Test) |
- |
700 |
|
0 |
8.3(Carbon black) |
- |
925 |
|
0 |
8.4( Melt Flow Rate) |
- |
1100 |
|
0 |
8.5 (Oxidation Induction Time) |
- |
2200 |
|
0 |
8.6(Overall migration) |
- |
1700 |
|
0 |
8.7(Density) |
- |
500 |
|
0 |
8.8(Tensile Strength for Butt-fusion) |
- |
1100 |
|
1100+250 |
8.9 table-6(Elongation at Break) |
- |
1100 |
|
0 |
8.10(Slow Crack Growth Rate) |
- |
5500 |
|
0 |
5.2(Density) |
- |
500 |
|
0 |
5.2(MFI @ 1900C/5.0 Kg) |
- |
1100 |
|
0 |
5.2(Volatile matter Content) |
- |
700 |
|
0 |
|
Complete
|
|
31 Dec, 2027 |
- - |
7 |
IS 14885 (2001) |
Polyethylene pipes for the supply of gaseous fuels - Specification |
- |
-
|
356175 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
4.4(Colour) |
- |
0 |
|
0 |
6.1, Table-3(Ovality Pipe, Cl 6.3.2) |
- |
0 |
|
0 |
6.1, Table-3(Nominal Outside Diameter of Pipes , Cl 6.3.1) |
- |
0 |
|
0 |
6.2.1, Table-4(Minimum Wall Thickness, Cl.6.3, Cl.6.2.1.1, Table-5) |
- |
0 |
|
0 |
6.4(Length of pipe) |
- |
0 |
|
0 |
7, Table-6(Maximmn Out of Square of Each Pipe End) |
- |
0 |
|
0 |
8.1(Hydraulic Charactristics, Annex-A) |
- |
0 |
|
0 |
8.2(Reversion Test. Annex-C) |
- |
0 |
|
0 |
8.3(Density, Annex A of IS 7328) |
- |
0 |
|
0 |
8.4(Melt Flow Rate (MFR), IS 2530) |
- |
0 |
|
0 |
8.7(Tensile yield strength, Annex-J) |
- |
0 |
|
0 |
8.7(Elongation at break, Annex-J) |
- |
0 |
|
0 |
8.5(Thermal Stability to Oxidation, Annex-D) |
- |
0 |
|
0 |
8.8(Resistance to Weathering, Annex-F) |
- |
0 |
|
0 |
8.9(Squeeze off, Annex-G) |
- |
0 |
|
0 |
8.6 & Table-2(Volatile Content: Annex-H of IS 14885) |
- |
0 |
|
0 |
8.5 & Table-2(Thermal Stability to Oxidation, Annex-D of IS 14885) |
- |
0 |
|
0 |
Table-2, 5.1(Conventional Density, IS 7328:1992) |
- |
0 |
|
0 |
Table-2, 5.1(Melt Flow Rate, IS 2530:1963) |
- |
0 |
|
0 |
Table-2, 5.1(Thermal Staibility, Annex-D) |
- |
0 |
|
0 |
Table-2, 5.1(Resistance to gas constituents, Cl 5.5) |
- |
0 |
|
0 |
Table-2, 5.1(Pigment dispersion, Annex-E) |
- |
0 |
|
0 |
|
Complete
|
|
31 Dec, 2027 |
- - |
8 |
IS 15328 (2003) |
Unplasticized Non-Pressure Polyvinyl Chloride ( PVC -U ) Pipes for use in Underground Drainage and Sewerage Systems - |
- |
-
|
18150 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
5,5.2(Composition of the material
The material shall contain a minimum of
0.3 percent of rutile grade titanium dioxide.) |
- |
1200 |
|
Tio2 |
6.1,6.1.1
IS 12235 (Part 1)
Table 1(Dimension of Pipes:
Mean outside Diameter, dem) |
- |
500 |
|
6.1.1, 6.1.2, 6.1.3 & 6.1.4 |
6.1,6.1.1
IS 12235 (Part 1)
Table 1(Outside Diameter at any point, de) |
- |
0 |
|
Included in 6.1 |
6.1.2
IS 4985
Table 2(Wall Thickness, e ) |
- |
0 |
|
Included in 6.1 |
6.1.3 (Length of Pipe) |
- |
0 |
|
Included in 6.1 |
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 |
|
Included in 6.1 |
6.1.4,
Table 3(ii) Min. depth of engagement, A. ) |
- |
0 |
|
Included in 6.1 |
6.1.4
Table 3(iii) Depth of sealing Zone C ) |
- |
0 |
|
Included in 6.1 |
6.1.4,
Table 3(iv) Length of spigot, l1) |
- |
0 |
|
Included in 6.1 |
6.1.4,
Table 3(v) Chamfer length, H : Approx.) |
- |
0 |
|
Included in 6.1 |
6.1.4.1
(wall thickness of sockets
e2 min=0.9e
) |
- |
0 |
|
Included in 6.1 |
6.1.4.1
(e3min=0.75e) |
- |
0 |
|
Included in 6.1 |
6.1.4,
Table 4(b) Solvent Cement Joint sockets and
spigot ends
i) Mean inside dia. Of socket, dsm) |
- |
0 |
|
Included in 6.1 |
6.1.4,
Table 4(ii) Length of Solvent Cement socket, l2 ) |
- |
0 |
|
Included in 6.1 |
6.1.4,
Table 4(iii) Length of spigot, l1, 100 mm Min.) |
- |
0 |
|
Included in 6.1 |
6.1.4,
Table 4(iv) Chamfer length, H, 7 mm Approx.) |
- |
0 |
|
Included in 6.1 |
7.1(Appearance:-
) |
- |
300 |
|
0 |
7.2(Colour ) |
- |
300 |
|
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 |
|
0 |
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.) |
- |
700 |
|
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.) |
- |
1100 |
|
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) |
- |
1100 |
|
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 |
|
0 |
8.3
IS 12235 ( Part 8/ Sec 1 )
Table 6(b) Type Test:(1000h at 60 0 C)
) |
- |
11000 |
|
0 |
10.1.1
Annex D(Internal hydrostatic pressure test for elastomeric sealing ring joints) |
- |
850 |
|
0 |
10.1.2
Annex E(Internal negative hydrostatic pressure test (internal vacuum) for elastomeric sealing ring joints) |
- |
1000 |
|
0 |
'7.5 (amdt.7)(Effect on Water (Type test)) |
- |
3000 |
|
0 |
|
Complete
|
|
31 Dec, 2027 |
- - |
9 |
IS 3087 (2005) |
Practicle boards of wood and other lingnocellulosic materials (medium density) for general purposes -Specification |
- |
-
|
20438 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
7(Finish) |
- |
300 |
|
0 |
8.3(Dimensional Tolerances) |
- |
500 |
|
0 |
9.2, 11.4(Moisture content) |
- |
700 |
|
700+500 |
11.10(screw withdrawal strength) |
- |
1100 |
|
1100+500 |
1 (i) Table 1(Density Variation (Flat Pressed Single Layer)) |
- |
500 |
|
0 |
1 (i) Table 1(Density Variation (Flat Pressed Three Layer grade 1)) |
- |
500 |
|
0 |
1 (i) Table 1(Density Variation (Flat Pressed Three Layer grade 2)) |
- |
500 |
|
0 |
1 (i) Table 1(Density Variation (Extrusion Pressed Solids) XPS) |
- |
500 |
|
0 |
1 (i) Table 1(Density Variation (Extrusion Pressed Tubular) XPS) |
- |
500 |
|
0 |
1 (ii) (a) Table 1(Water absorption, 2h soacking (Flat Pressed Single Layer)) |
- |
550 |
|
550+500 |
1 (ii) (a) Table 1(Water absorption, 2h soacking (Flat Pressed Three Layer grade 1)) |
- |
550 |
|
550+500 |
1 (ii) (a) Table 1(Water absorption, 2h soacking (Flat Pressed Three Layer grade 2)) |
- |
550 |
|
550+500 |
1 (ii) (a) Table 1(Water absorption, 2h soacking (Extrusion Pressed Solids) XPS) |
- |
550 |
|
550+500 |
1 (ii) (a) Table 1(Water absorption, 2h soacking (Extrusion Pressed Tubular) XPS) |
- |
550 |
|
550+500 |
1 (ii) Table 1 (b)(Water absorption, 24h soacking (Flat Pressed Single Layer)) |
- |
550 |
|
550+500 |
1 (ii) (b) Table 1 (Water absorption, 24h soacking (Flat Pressed Three Layer grade 2)) |
- |
550 |
|
550+500 |
1 (ii) (b) Table 1 (Water absorption, 24h soacking (Extrusion Pressed Solids) XPS) |
- |
550 |
|
550+500 |
1 (ii) (b) Table 1 (Water absorption, 24h soacking (Extrusion Pressed Tubular) XPS) |
- |
550 |
|
550+500 |
1 (iii) (a) Table 1(Linear expression (swelling in water), Length (Flat Pressed Single Layer)) |
- |
550 |
|
0 |
1 (iii) (a) Table 1(Linear expression (swelling in water), Length (Flat Pressed Three Layer grade 1)) |
- |
550 |
|
0 |
1 (iii) (a) Table 1(Linear expression (swelling in water), Length (Flat Pressed Three Layer grade 2)) |
- |
550 |
|
0 |
1 (iii) (a) Table 1(Linear expression (swelling in water), Length (Extrusion Pressed Solids) XPS) |
- |
550 |
|
0 |
1 (iii) (a) Table 1(Linear expression (swelling in water), Length (Extrusion Pressed Tubular) XPS) |
- |
550 |
|
0 |
1 (iii) (b) Table 1(Linear expression (swelling in water), Width (Flat Pressed Single Layer)) |
- |
550 |
|
0 |
1 (iii) (b) Table 1(Linear expression (swelling in water), Width (Flat Pressed Three Layer grade 2)) |
- |
550 |
|
0 |
1 (iii) (b) Table 1(Linear expression (swelling in water), Width (Extrusion Pressed Solids) XPS) |
- |
550 |
|
0 |
1 (iii) (b) Table 1(Linear expression (swelling in water), Width (Extrusion Pressed Tubular) XPS) |
- |
550 |
|
0 |
1 (iv) Table 1(Thickness swelling, Width (Flat Pressed Single Layer)) |
- |
550 |
|
0 |
1 (iv) Table 1(Thickness swelling, Width (Flat Pressed Three Layer grade 1)) |
- |
550 |
|
0 |
1 (iv) Table 1(Thickness swelling, Width (Flat Pressed Three Layer grade 2)) |
- |
550 |
|
0 |
1 (iv) Table 1(Thickness swelling, Width (Extrusion Pressed Solids) XPS) |
- |
550 |
|
0 |
1 (iv) Table 1(Thickness swelling, Width (Extrusion Pressed Tubular) XPS) |
- |
550 |
|
0 |
1 (v) Table 1(Swelling in thickness due to surface absorption, (Flat Pressed Single Layer)) |
- |
550 |
|
0 |
1 (v) Table 1(Swelling in thickness due to surface absorption, (Flat Pressed Three Layer grade 1)) |
- |
550 |
|
0 |
1 (v) Table 1(Swelling in thickness due to surface absorption, (Flat Pressed Three Layer grade 2)) |
- |
550 |
|
0 |
1 (v) Table 1(Swelling in thickness due to surface absorption, (Extrusion Pressed Solids) XPS) |
- |
550 |
|
0 |
1 (v) Table 1(Swelling in thickness due to surface absorption, (Extrusion Pressed Tubular) XPS) |
- |
550 |
|
0 |
1 (vi) (a), Table 1(Modulus of rupture, Average (Flat Pressed Single Layer)) |
- |
1100 |
|
1100+500 |
1 (vi) (a), Table 1(Modulus of rupture, Average (Flat Pressed Three Layer grade 1)) |
- |
1100 |
|
1100+500 |
1 (vi) (a), Table 1(Modulus of rupture, Average (Flat Pressed Three Layer grade 2)) |
- |
1100 |
|
1100+500 |
1 (vi) (a), Table 1(Modulus of rupture, Average (Extrusion Pressed Solids) XPS) |
- |
1100 |
|
1100+500 |
1 (vi) (a), Table 1(Modulus of rupture, Average (Extrusion Pressed Tubular) XPS) |
- |
1100 |
|
1100+500 |
1 (vi) (b), Table 1(Modulus of rupture, Minimum (Flat Pressed Single Layer)) |
- |
1100 |
|
1100+500 |
1 (vi) (b), Table 1(Modulus of rupture, Minimum (Flat Pressed Three Layer grade 1)) |
- |
1100 |
|
1100+500 |
1 (vi) (b), Table 1(Modulus of rupture, Minimum (Flat Pressed Three Layer grade 2)) |
- |
1100 |
|
1100+500 |
1 (vi) (b), Table 1(Modulus of rupture, Minimum (Extrusion Pressed Solids) XPS) |
- |
1100 |
|
1100+500 |
1 (vi) (b), Table 1(Modulus of rupture, Minimum (Extrusion Pressed Tubular) XPT) |
- |
1100 |
|
1100+500 |
1 (vii) (a), Table 1(Modulus of elasticity, Average (Flat Pressed Single Layer)) |
- |
1100 |
|
1100+500 |
1 (vii) (a), Table 1(Modulus of elasticity, Average (Flat Pressed Three Layer grade 1)) |
- |
1100 |
|
1100+500 |
1 (vii) (a), Table 1(Modulus of elasticity, Average (Flat Pressed Three Layer grade 2)) |
- |
1100 |
|
1100+500 |
1 (vii) (a), Table 1(Modulus of elasticity, Average (Extrusion Pressed Solids) XPS) |
- |
1100 |
|
1100+500 |
1 (vii) (a), Table 1(Modulus of elasticity, Average (Extrusion Pressed Tubular) XPT) |
- |
1100 |
|
1100+500 |
1 (vii) (b), Table 1(Modulus of elasticity, Minimum (Flat Pressed Single Layer)) |
- |
1100 |
|
1100+500 |
1 (vii) (b), Table 1(Modulus of elasticity, Minimum (Flat Pressed Three Layer grade 1)) |
- |
1100 |
|
1100+500 |
1 (vii) (b), Table 1(Modulus of elasticity, Minimum (Flat Pressed Three Layer grade 2)) |
- |
1100 |
|
1100+500 |
1 (vii) (b), Table 1(Modulus of elasticity, Minimum (Extrusion Pressed Solids) XPS) |
- |
1100 |
|
1100+500 |
1 (vii) (b), Table 1(Modulus of elasticity, Minimum (Extrusion Pressed Tubular) XPT) |
- |
1100 |
|
1100+500 |
1 (viii) (a), Table 1(Tensile strenath perpendicullr to surface, Upto 20mm thickness (Flat Pressed Single Layer)) |
- |
1100 |
|
1100+500 |
1 (viii) (a), Table 1(Tensile strenath perpendicullr to surface,Upto 20mm thickness (Flat Pressed Three Layer grade 1)) |
- |
1100 |
|
1100+500 |
1 (viii) (a), Table 1(Tensile strenath perpendicullr to surface, Upto 20mm thickness (Flat Pressed Three Layer grade 2)) |
- |
1100 |
|
1100+500 |
1 (viii) (a), Table 1(Tensile strenath perpendicullr to surface, Upto 20mm thickness (Extrusion Pressed Solids) XPS) |
- |
1100 |
|
1100+500 |
1 (viii) (a), Table 1(Tensile strenath perpendicullr to surface, Upto 20mm thickness (Extrusion Pressed Tubular) XPT) |
- |
1100 |
|
1100+500 |
1 (viii) (b), Table 1(Tensile strenath perpendicullr to surface, Above 20mm thickness (Flat Pressed Single Layer)) |
- |
1100 |
|
1100+500 |
1 (viii) (b), Table 1(Tensile strenath perpendicullr to surface,Above 20mm thickness (Flat Pressed Three Layer grade 1)) |
- |
1100 |
|
1100+500 |
1 (viii) (b), Table 1(Tensile strenath perpendicullr to surface, Above 20mm thickness (Flat Pressed Three Layer grade 2)) |
- |
1100 |
|
1100+500 |
1 (viii) (b), Table 1(Tensile strenath perpendicullr to surface, Above 20mm thickness (Extrusion Pressed Solids) XPS) |
- |
1100 |
|
1100+500 |
1 (viii) (b), Table 1(Tensile strenath perpendicullr to surface, Above 20mm thickness (Extrusion Pressed Tubular) XPT) |
- |
1100 |
|
1100+500 |
|
Complete
|
|
31 Dec, 2027 |
- - |
10 |
IS 13488 (2008) |
Irrigation equipment - Emitting pipe systems - Specification (First Revision) |
- |
-
|
12100 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
5.1.2 (Ref. Cl 4.1.c & 4.2.a of IS 12786 : 1989)(Carbon Black content - IS 2530 : 1963) |
- |
925 |
|
0 |
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 |
|
0 |
6.2.2(Fittings) |
- |
0 |
|
0 |
6.3(General) |
- |
300 |
|
0 |
8.1.2(Uniformity of Emission Rate for Unregulated Emitting Pipes) |
- |
1000 |
|
0 |
8.2(Emission Rate of Emitting Unit as a Function of Inlet Pressure) |
- |
1000 |
|
0 |
8.3.1(Wall Thickness ofEmitting Pipe) |
- |
250 |
|
0 |
8.3.2(Inside Diameter ofEmitting Pipe) |
- |
0 |
|
0 |
8.3.3(Flow Paths in Emitting Unit) |
- |
400 |
|
0 |
8.3.4(Spacing ofEmitter Units) |
- |
0 |
|
0 |
8.4.1(Resistance to Hydrostatic Pressure at Ambient Temperature) |
- |
1000 |
|
0 |
8.4.2(Resistance to Hydrostatic Pressure at Elevated Temperature) |
- |
1600 |
|
0 |
8.5(Resistance to Tension at Elevated Temperature) |
- |
1100 |
|
0 |
8.6(Resistance to Pull Out of Joints Between Fitting and Emitting
IS 13479) |
- |
400 |
|
0 |
8.7.1(Resistance of PE Emitting Pipe to
Environmental Stress Cracking -Acceptance Test
Annex D of IS 12786) |
- |
1200 |
|
0 |
8.7.2(Resistance of PE Emitting Pipe to
Environmental Stress Cracking - Type Test
Annex D of IS 12786) |
- |
1600 |
|
0 |
8.8(Determination of Emitting Unit Exponent) |
- |
600 |
|
0 |
|
Complete
|
|
31 Dec, 2027 |
- - |
11 |
IS 15801 (2008) |
Polypropylene - Random copolymer pipes for hot and cold water supplies - Specification |
- |
-
|
111344 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl 7(Dimensions Of Pipes) |
- |
250 |
|
0 |
Cl 8(Visual Appearance) |
- |
300 |
|
0 |
Cl 9.1(Hydraulic Characteristics) |
- |
18400 |
|
1000+1600+4800+11000 |
Cl 9.2(Fusion Compatibility) |
- |
4800 |
|
0 |
Cl 9.3(Reversion Test ) |
- |
700 |
|
700+300 |
Cl 9.4 & Annex B(Impact Strength) |
- |
1100 |
|
1100+300 |
Cl 9.5(Density) |
- |
500 |
|
0 |
Cl 9.6(Melt Flow Rate) |
- |
1100 |
|
0 |
Cl 9.7(Carbon Black Content & Dispersion) |
- |
1625 |
|
925+700 |
Cl 9.8(Thermal Stability By Hydrostatic Pressure Testing) |
- |
1700 |
|
1700+82125 |
Cl 9.9(Opacity) |
- |
575 |
|
0 |
|
Complete
|
|
31 Dec, 2027 |
- - |
12 |
IS 15907 (2010) |
Agro textiles – High density polyethylene (HDPE) woven beds for vermiculture – Specification |
- |
-
|
62910 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
4.1(Identification) |
- |
2000 |
|
0 |
4.1(Linear Density) |
- |
250 |
|
0 |
4.1(Width) |
- |
250 |
|
0 |
4.3(Cord Beading - IS 15907) |
- |
250 |
|
0 |
5.2.1(Lamination- IS 15907) |
- |
250 |
|
0 |
5.2.1(Thickness of coating film- method A of IS 13162 (Part 3)) |
- |
250 |
|
0 |
5.2.1(Lamination- IS 15907) |
- |
2000 |
|
0 |
5.3.1(Construction- IS 15907) |
- |
300 |
|
0 |
5.3.1(The width of the hem - IS 15907) |
- |
250 |
|
0 |
5.3.2(Finished width of pocket - IS 15907) |
- |
250 |
|
0 |
5.3.2(Construction- IS 15907) |
- |
250 |
|
0 |
5.3.2(Construction- IS 15907) |
- |
350 |
|
0 |
6- Table 1- SL.No (i)(Mass) |
- |
250 |
|
0 |
6- Table 1- SL.No (ii)(Breaking strength before UV exposure,warp - IS 1969 ) |
- |
1100 |
|
1100+250 |
6- Table 1- SL.No (ii)(Breaking strength before UV exposure,weft - IS 1969 ) |
- |
1100 |
|
0 |
6- Table 1- SL.No (iv)(Retention of breaking strength after UV exposure, - Annex B of IS 15907 and IS 1969) |
- |
1100 |
|
1100+250 |
6- Table 1- SL.No (v)(Welded seam strength before UV exposure- IS 1969) |
- |
1100 |
|
1100+250 |
6- Table 1- SL.No (vi)(Welded seam strength after UV exposure- Annex B of IS 15907 and IS 1969) |
- |
1100 |
|
0 |
6- Table 1- SL.No (vii)(Tear strength, Warp - Method A2 of IS 7016 (Part 3)) |
- |
1100 |
|
1100+250 |
6- Table 1- SL.No (vii)(Tear strength, Weft - Method A2 of IS 7016 (Part 3)) |
- |
1100 |
|
0 |
6- Table 1- SL.No (viii)(Puncture strength - Annex C of IS 15907) |
- |
1100 |
|
0 |
6- Table 1- SL.No (ix)(Environmental stress cracking test - Annex D of IS 15907) |
- |
1200 |
|
1200+250 |
6- Table 1- SL.No (x)(Resistance to chemicals, change in the mass - Annex E of IS 15907) |
- |
2000 |
|
2000+250 |
6- Table 1- SL.No (xi)(Colour fastness to artificial light -IS 2454) |
- |
1500 |
|
1500+250 |
6- Table 1- SL.No (xii)(Bursting pressure-IS 1966) |
- |
1100 |
|
1100+250 |
6.1(Length -IS 15907) |
- |
250 |
|
0 |
6.1(Width - IS 15907) |
- |
250 |
|
0 |
6.1(Height - IS 15907) |
- |
250 |
|
0 |
6.2(Water Proofness, IS 7940) |
- |
1000 |
|
0 |
6.2(Water Proofness,IS 7941) |
- |
1000 |
|
0 |
|
Complete
|
|
31 Dec, 2027 |
- - |
13 |
IS 13592 (2013) |
Unplasticized Polyvinyl Chloride (PVC-U) Pipes for Soil and Waste Discharge System Inside and Outside Buiildings Including Ventilation and Rainwater System |
- |
-
|
37600 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 |
|
0 |
Cl6.3(The composition shall be based on PVC resin
having a K-value of 64 or greater when tested in
accordance with IS 4669) |
- |
1100 |
|
K Value |
Cl.7.1(Mean 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 |
|
0 |
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 |
|
Included in 7.1 |
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 |
|
Included in 7.1 |
Cl.7.2(Pipes shall be supplied in nominal lengths of 2, 3, 4 or
6 metres either plain or with socket for solvent
cementing/grooved socket. Tolerances on specified
length shall be + 10 mm and – 0 mm.The nominal length of the pipe with socket for solvent
cementing/grooved socket shall be as given in Fig. 1.) |
- |
0 |
|
Included in 7.1 |
Cl.7.3.1(Minimum wall thickness of socket on pipes shall
be as given in Table 2 read with Fig. 2 and Fig. 3.) |
- |
0 |
|
Included in 7.1 |
Cl.7.3.2(Dimensions of sockets for solvent cementing and
grooved sockets of pipes shall be as given in Tables 3
and 4 respectively, read with Fig. 2 and 3.) |
- |
0 |
|
Included in 7.1 |
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 |
|
0 |
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 |
|
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 |
|
0 |
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 |
|
0 |
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 |
|
0 |
Cl. 9, IS 12235 Part 7(Resistance to Sulphuric Acid) |
- |
2000 |
|
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.) |
- |
1100 |
|
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.) |
- |
1100 |
|
1100+250 |
Cl.10.3(The axial shrinkage shall not exceed 2 percent when
determined in accordance with Annex B.) |
- |
700 |
|
0 |
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 |
|
0 |
Cl. 12, IS 12235 Part 11(Resistance to Di-Chloro-Methane) |
- |
1000 |
|
0 |
|
Complete
|
|
31 Dec, 2027 |
- - |
14 |
IS 14887 (2014) |
Textiles – High density polyethylene (HDPE)/ polypropylene (PP) woven sacks for packaging of 50 kg food grains – Specification (first revision) |
- |
-
|
23143 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
3.1(Material Identification) |
- |
1050 |
|
0 |
3.1(Overall Migration) |
- |
1700 |
|
0 |
3.2(Tapes – Width and Thickness
( IS 6192/IS 11197)) |
- |
250 |
|
0 |
3.2(Tapes – Linear Density
(IS 6192/IS 11197)) |
- |
500 |
|
0 |
3.3.1(Bottom seam (IS 10789)) |
- |
300 |
|
0 |
4.2 and Table 1 ii(Dimensions ) |
- |
250 |
|
0 |
5.2 and Table 1 iii(Ends per dm ) |
- |
250 |
|
0 |
5.2 and Table 1 iv(Picks per dm ) |
- |
0 |
|
0 |
4.2 and Table 1 v(Mass of sack ) |
- |
300 |
|
0 |
4.2 and Table 1 vi(Average breaking strength of fabric ) |
- |
2200 |
|
0 |
4.2 and Table 1 vi(Breaking strength of bottom seam ) |
- |
1100 |
|
0 |
4.2 and Table 1 viii(Elongation at break of fabric ) |
- |
0 |
|
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 ) |
- |
2200 |
|
0 |
4.2 and Table 1 x(Ash content ) |
- |
950 |
|
0 |
3.2(Tapes – Linear Density
(IS 6192/IS 11197)) |
- |
500 |
|
0 |
3.2(Tapes – Tenacity (IS 6192/IS 11197)) |
- |
1100 |
|
0 |
3.2(Tapes – Elongation at point of rupture
(IS 6192/IS 11197)) |
- |
0 |
|
0 |
3.2(Tapes – Dimensional stability (PP)
(IS 11197)) |
- |
1400 |
|
0 |
|
Complete
|
|
31 Dec, 2027 |
- - |
15 |
IS 12823 (2015) |
Prelaminated Particle Boards from Wood and other Lignocellulosic Material - Specification ( First Revision ) |
- |
-
|
18281 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl 8(Dimensions & Tolerances) |
- |
1000 |
|
0 |
Cl 10.2(Test For Density) |
- |
500 |
|
0 |
Cl 10.3(Test For Moisture Content) |
- |
700 |
|
700+500 |
Cl 10.4(For Water AbsorptionTest ) |
- |
1200 |
|
1200+500 |
Cl 10.5(For Swelling in water Test ) |
- |
300 |
|
0 |
Cl 10.6(Tesr For Modulus Of Elasticity & Mudulus Of Rupture) |
- |
1100 |
|
0 |
Cl 10.7(For Determination of Tensile Strength Perpendicular to Surface) |
- |
1100 |
|
1100+500 |
Cl 10.8(For Determination of Tensile Strength Perpendicular to Surface After Ageing Test) |
- |
1100 |
|
1100+4300 |
Cl 10.9(Test For Screw Withdrawal Strength) |
- |
2200 |
|
2200+500 |
Cl 10.10 & Annex C( Test For Abrasion Resistance) |
- |
875 |
|
0 |
Cl 10.11 & Annex D( Test For Resistance to Steam) |
- |
900 |
|
0 |
Cl 10.12 & Annex E( Test For Crack Resistance) |
- |
900 |
|
0 |
Cl 10.13 & Annex F( Test For Resistance to Cigarette Burn) |
- |
900 |
|
0 |
Cl 10.14 & Annex G( Test For Resistance to Stain) |
- |
1000 |
|
0 |
|
Complete
|
|
31 Dec, 2027 |
- - |
16 |
IS 14968 (2015) |
Textiles – High density polyethylene (HDPE)/ polypropylene (PP) woven sacks for packing 50 Kg/25 kg sugar – Specification (first revision) |
- |
-
|
26843 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
4.1(Raw Material) |
- |
2000 |
|
0 |
4.2(Tapes – Width
IS 6192 and IS 11197) |
- |
250 |
|
0 |
4.2(Tapes – Linear Density
) |
- |
500 |
|
0 |
4.3.1(Bottom Seam) |
- |
300 |
|
0 |
4.3.1(The two rows of stitches shall be separated from each other) |
- |
250 |
|
0 |
4.3.1( The outer stitch) |
- |
250 |
|
0 |
4.3.1( The stitching shall be done with double fold over seam to a depth ) |
- |
250 |
|
0 |
4.3.1(stitches/dm) |
- |
250 |
|
0 |
4.3.2(Mouth) |
- |
250 |
|
0 |
4.4(Liner
IS 10146 or IS 10910.) |
- |
2000 |
|
0 |
4.4(Mass of the loose liner ) |
- |
250 |
|
0 |
4.4(Width of the loose liner) |
- |
250 |
|
0 |
4.4(Length of the line) |
- |
250 |
|
0 |
4.4(Bottom seam of the loose liner) |
- |
300 |
|
0 |
4.4.1(Liner) |
- |
300 |
|
0 |
4.5 and Table 1 i(Capacity) |
- |
250 |
|
0 |
5.2 and Table 1 ii a(Dimensions Inside Length) |
- |
250 |
|
0 |
5.2 and Table 1 ii b(Dimensions Inside Width) |
- |
250 |
|
0 |
5.2 and Table 1 iii(Ends per dm ) |
- |
250 |
|
0 |
5.2 and Table 1 iv(Picks per dm ) |
- |
0 |
|
0 |
5.1 and Table 1 v a(Mass of unlaminated sack
IS 1964) |
- |
250 |
|
0 |
5.2 and Table 1 vi a(Average breaking strength of fabric Lengthwise
IS 1969 (Part 1)) |
- |
1100 |
|
0 |
5.2 and Table 1 vi b(Average breaking strength of fabric Widthwise
IS 1969 (Part 1)) |
- |
1100 |
|
0 |
5.2 and Table 1 vi(Breaking strength of bottom seam
IS 9030
) |
- |
1100 |
|
0 |
5.2 and Table 1 viii a(Elongation at break of fabric Lengthwise
IS 1969 (Part 1)) |
- |
1100 |
|
0 |
5.2 and Table 1 viii b(Elongation at break of fabric Widthwise
IS 1969 (Part 1)) |
- |
1100 |
|
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 ) |
- |
1100 |
|
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 ) |
- |
1100 |
|
0 |
5.2 and Table 1 x(Ash content ) |
- |
950 |
|
0 |
|
Complete
|
|
31 Dec, 2027 |
- - |
17 |
IS 15351 (2015) |
Agro textiles – Laminated high density polyethylene (HDPE) woven geomembrane for water proof lining – Specification (second revision) |
- |
-
|
194612 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
5.3(Joints/Seams) |
- |
250 |
|
0 |
5.1.1 and 6.2(Thickness, mm- IS 7016: Part 1) |
- |
250 |
|
0 |
5.1.1 and 6.2(Mass, g/sq m) |
- |
250 |
|
0 |
5.1.1 and 6.2(Length) |
- |
250 |
|
0 |
5.1.1 and 6.2(Width) |
- |
250 |
|
0 |
5.1.1 and 6.2(Carbon black content, Percent- IS 2530) |
- |
925 |
|
0 |
5.1.1 and 6.2(Breaking Load on 20 cm X 10 cm Strip, Min ) |
- |
1100 |
|
0 |
5.1.1 and 6.2(Strain at Maximum load, Percent-IS 13162 (Part 5) |
- |
1100 |
|
0 |
Table-1(Breaking load on 20 × 10 cm strip, N, Min after) |
- |
1100 |
|
0 |
5.1.1 and 6.2(Impact failure load, at 1524 mm drop,) |
- |
1100 |
|
0 |
5.1.1 and 6.2(Tear resistance, N, Min-Method A1 of
IS 7016 (Part 3)) |
- |
1100 |
|
0 |
5.1.1 and 6.2(Puncture resistance, N, Min-Annex D) |
- |
1100 |
|
0 |
5.1.1 and 6.2(Bursting strength (Ball burst),N/cm², Min-) |
- |
1000 |
|
0 |
5.1.1 and 6.2(Seam strength before UV exposure (N/mm), Min-IS 15060) |
- |
1100 |
|
0 |
Table-1(Seam strength after UV exposure N/mm, Min-Annex B and
IS 15060) |
- |
1100 |
|
0 |
5.1.1 and 6.2(Hydrostatic resistance-Annex E) |
- |
1000 |
|
0 |
5.1.1 and 6.2(Ash content, percent, Max-Annex F) |
- |
950 |
|
0 |
Table-1(Hydrostatic resistance after UV exposure of 1000 h -Annex B and
Annex E) |
- |
1000 |
|
0 |
|
Complete
|
|
31 Dec, 2027 |
- - |
18 |
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 |
- |
-
|
23967 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
4.1(Raw Material) |
- |
1050 |
|
0 |
4.2(Tapes – Width
IS 6192 and IS 11197) |
- |
250 |
|
0 |
4.2(Tapes – Linear Density
) |
- |
0 |
|
0 |
4.3(Sacks) |
- |
300 |
|
4.3, 4.3.1 & 4.3.2 |
4.3.1(Bottom Seam) |
- |
0 |
|
Included in 4.3 |
4.3.1( The two rows of stitches shall be separated from each other) |
- |
0 |
|
Included in 4.3 |
4.3.1( The outer stitch) |
- |
0 |
|
Included in 4.3 |
4.3.1( The stitching shall be done with double fold over seam to a depth ) |
- |
0 |
|
Included in 4.3 |
4.3.1(Stitches pass through a minimum of six layers of the fabric. ) |
- |
0 |
|
Included in 4.3 |
4.3.1(The number of stitches/dm) |
- |
0 |
|
Included in 4.3 |
4.3.2(Mouth) |
- |
0 |
|
Included in 4.3 |
4.4 and Table 1 i(Capacity) |
- |
250 |
|
Clause 5.2 |
5.2 and Table 1 ii a(Dimensions Inside Length) |
- |
250 |
|
0 |
5.2 and Table 1 ii b(Dimensions Inside Width) |
- |
0 |
|
0 |
5.2 and Table 1 iii(Ends per dm ) |
- |
250 |
|
0 |
5.2 and Table 1 iv(Picks per dm ) |
- |
250 |
|
0 |
5.1 and Table 1 v(Mass of sack ) |
- |
250 |
|
0 |
5.2 and Table 1 vi a(Average breaking strength of fabric Lengthwise ) |
- |
1100 |
|
0 |
5.2 and Table 1 vi b(Average breaking strength of fabric Widthwise ) |
- |
1100 |
|
0 |
5.2 and Table 1 viii a(Elongation at break of fabric Lengthwise) |
- |
0 |
|
0 |
5.2 and Table 1 viii b(Elongation at break of fabric Widthwise ) |
- |
0 |
|
0 |
5.2 and Table 1 vi(Breaking strength of bottom seam ) |
- |
1100 |
|
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 ) |
- |
1100 |
|
1100 |
5.2 and Table 1 x(Ash content ) |
- |
950 |
|
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 ) |
- |
1100 |
|
0 |
|
Complete
|
|
31 Dec, 2027 |
- - |
19 |
IS 2508 (2016) |
Polyethylene films and sheets - Specification (Third Revision) |
- |
-
|
16537 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
5.1.1(Appearance) |
- |
300 |
|
0 |
5.1.2(Film Form) |
- |
0 |
|
0 |
5.1.3(Odour) |
- |
0 |
|
0 |
5.1.4(Density, Cl.5 of IS 13360(Part-3/Section-1)) |
- |
500 |
|
0 |
5.1.5(Melt Flow Index. Cl 6, 7 of IS 13360(Part-4/Section-1)) |
- |
1100 |
|
0 |
5.1.6a(Carbon Black Content, Annex-A) |
- |
925 |
|
0 |
5.1.6b(Ash Content, Annex-A) |
- |
950 |
|
0 |
5.1.6c(Carbon Black Dispersion, Cl.16 of IS 2530) |
- |
700 |
|
0 |
5.2.2(Tolerance on Thickness, Annex-A) |
- |
600 |
|
0 |
6.1, Table 1(Tensile strength at break. A) Machine Direction. IS 13360 (Part 5/Sec 1)) |
- |
1100 |
|
1100+250 |
6.1, Table 1(Tensile strength at break. B) Transverse Direction. IS 13360 (Part 5/Sec 3)) |
- |
1100 |
|
0 |
6.1, Table 1(Ageing test at (70-1)c for 7 days , cl 4 IS 7016 ) |
- |
4300 |
|
0 |
6.1, Table 1(Elongation at break ,A) Machine direction .IS 13360(Part-5/sec-1) ) |
- |
1100 |
|
1100+250 |
6.1, Table 1(Elongation at break ,B) Cross-machine direction..IS 13360(Part-5/sec-3) ) |
- |
1100 |
|
0 |
6.1, Table 1(Dartimpact strength Method B of IS 13360 (Part-5/sec-6) ) |
- |
1000 |
|
0 |
6.1, Table 1(Tear resistence. A) Machine direction Annex B) |
- |
750 |
|
750+250 |
6.1, Table 1(Tear resistence. B) Transverse direction ) |
- |
750 |
|
0 |
8.1, Table 3(Puncture resistance , Annex C) |
- |
1100 |
|
0 |
|
Complete
|
|
31 Dec, 2027 |
- - |
20 |
IS 9755 (2016) |
Textiles – High density polyethylene (HDPE)/ polypropylene (PP) woven sacks for packing fertilizers – Specification (fifth revision) |
- |
-
|
23193 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
3.1(MANUFACTURE-Raw Material) |
- |
1050 |
|
0 |
3.2(MANUFACTURE-) |
- |
250 |
|
0 |
3.3(Sacks) |
- |
300 |
|
0 |
3.4(Liner) |
- |
1050 |
|
0 |
3.4.1(Liner) |
- |
300 |
|
0 |
3.7(Mouth of the Sack) |
- |
250 |
|
0 |
3.8(Capacity- The sack shall have the nominal capacity of 50 kg.) |
- |
250 |
|
0 |
3.4(Liner-The thickness(A-2 of IS 2508) shall be 40 μm ± 10 percent in case of HMHDPE/
HDPE.) |
- |
200 |
|
0 |
3.4(Liner-The thickness(A-2 of IS 2508) shall be 70 μm ± 10 percent in case of LDPE/LLDPE) |
- |
200 |
|
0 |
4.2(UV Resistance-The HDPE/PP woven fabric of sack made out of UV stabilized material shall have at least 50 percent of the original breaking strength when tested after the
same has been exposed to UV radiation and weathering as per the method given in Annex D.) |
- |
2200 |
|
1100+1100 |
4.3(Mass-(Annexure E)) |
- |
250 |
|
0 |
|
Complete
|
|
31 Dec, 2027 |
- - |
21 |
IS 7903 (2017) |
Textiles – Tarpaulins made from high density polyethylene (HDPE) woven fabrics – Specification (fifth revision) |
- |
-
|
56576 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
3.2(HDPE Fabric (Material Identification)) |
- |
1050 |
|
0 |
3.3(Eyelets) |
- |
250 |
|
0 |
3.4( Line/ Cord beading
IS 7903) |
- |
250 |
|
0 |
5.3(Joint/Seam, IS 7903) |
- |
250 |
|
0 |
5.4(Fixing of Eyelets, IS 7903) |
- |
250 |
|
0 |
6.1 Table 1,iv)(Mass of finished tarpaulin, Annex B ,IS 7903) |
- |
500 |
|
0 |
6.1 Table 1vi)(Breaking strength before UV exposure,warp ,IS 1969 Part 1) |
- |
1100 |
|
0 |
6.1 Table 1vi)(Breaking strength before UV exposure,weft, IS 1969 part 1) |
- |
1100 |
|
0 |
6.1 Table 1 vii)(Elongation at break of fabric,warp, IS 1969 Part 1) |
- |
0 |
|
0 |
6.1 Table 1 vii)(Elongation at break of fabric,weft, IS 1969 Part1) |
- |
0 |
|
0 |
6.1 Table 1 viii)(Retention of breaking strength after UV exposure of 144h Warp, IS 13162 part 2& IS 1969 Part1 ) |
- |
1100 |
|
0 |
6.1 Table 1 viii)(Retention of breaking strength after UV exposure of 144h Weft , IS 13162 part 2& IS 1969 Part1 ) |
- |
1100 |
|
0 |
6.1 Table 1 ix)(Welded seam strength before UV exposure (Weft) , IS 1969 Part 1) |
- |
1100 |
|
0 |
6.1 Table 1 x)(Retention of welded seam strength after UV exposure of 144h(Weft) ,IS 13162 part 2& IS 1969 Part1 ) |
- |
1100 |
|
0 |
6.1 Table 1 xi)(Trapezoidal tear strength, IS 14293) |
- |
1100 |
|
0 |
6.1 Table 1 xii)(Puncture Resistance, Annex D of IS 7903) |
- |
1100 |
|
0 |
6.1 Table 1 xiii)(Impact Failure load , at 1524 mmdrop, Annex E of IS 7903) |
- |
1100 |
|
0 |
6.1 Table 1 xiv)(Color fastness to light (For color Tarpulines) , IS 2454) |
- |
850 |
|
0 |
6.1 Table 1 xv)(Ash Content, Annex F of IS 7903) |
- |
950 |
|
0 |
6.2(Length, IS 7903) |
- |
500 |
|
0 |
6.2(Width, IS 7903) |
- |
0 |
|
0 |
6.2(height, IS 7903) |
- |
0 |
|
0 |
6.3(Water Proofness,IS 7941) |
- |
2000 |
|
0 |
6.3(Water Proofness, IS 7940) |
- |
2000 |
|
0 |
6.3(Water Proofness,IS 7941) |
- |
0 |
|
0 |
6.3(Water Proofness, IS 7940) |
- |
0 |
|
0 |
5.2.1(Construction IS 7903) |
- |
250 |
|
0 |
|
Complete
|
|
31 Dec, 2027 |
- - |
22 |
IS 11652 (2017) |
Textiles – High density polyethylene (HDPE)/ polypropylene (PP) woven sacks for packaging of 50 kg cement – Specification (third revision) |
- |
-
|
21543 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
4.2
(width of tape, 2.5 mm ± 0.1 mm) |
- |
250 |
|
0 |
Fig. 1- Table 1- Sr. no. ii
(Ends per dm - Annex B 40 ± 2 ) |
- |
250 |
|
0 |
Fig. 1- Table 1-Sr. no. iii
(Picks per dm-Annex B 40 ± 2 ) |
- |
250 |
|
0 |
4.1(Raw Material
) |
- |
1050 |
|
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 |
|
0 |
5/5.3-Table 1-Sr. no.v(Average breaking strength of fabric [Ravelled strip method, 325 mm × 70 mm] Min, N(kgf): - 1969 (Part 1) b) Widthwise , 900 (91.8) ) |
- |
1100 |
|
0 |
5/5.3-Table 1-Sr. no.vii(Elongation at break of fabric (Ravelled strip method), percent : - IS 1969 (Part1 ) a) Lengthwise 15 to 25) |
- |
0 |
|
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 |
|
0 |
|
Complete
|
|
31 Dec, 2027 |
- - |
23 |
IS 3462 (1986) |
Unbacked Flexible Pvc Flooring |
- |
-
|
17238 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
5.2(DIMENSIONS AND TOLERANCES-Thickness) |
- |
200 |
|
0 |
5.1.1(DIMENSIONS AND TOLERANCES-Liaear Dimension-Sheets or Rolls) |
- |
250 |
|
0 |
7.1-Table 1(iv)(REQUlREMENTS-Dimensional stability
) |
- |
700 |
|
0 |
7.1-Table 1(v)(REQUlREMENTS-Colour fastness to daylight
) |
- |
850 |
|
0 |
7.1-Table 1(xi)(REQUlREMENTS-Ply adhesion
) |
- |
1100 |
|
1100+300 |
7.1-Table 1(xii)(REQUlREMENTS-Moisture movernent
) |
- |
700 |
|
0 |
7.1-Table 1(x)(REQUlREMENTS-Resistance to various substances
) |
- |
1100 |
|
0 |
7.1-Table 1(xiii)(REQUlREMENTS-Heat ageing and exudation
) |
- |
1100 |
|
1100+9000 |
7.1-Table 1(xiii)(REQUlREMENTS-Elastic product) |
- |
1100 |
|
1100+250 |
6. 1(COLOUR AND SURFACE CHARACTERISTICS) |
- |
250 |
|
0 |
|
Complete
|
|
31 Dec, 2027 |
- - |
24 |
IS 7834 : Part 1 (1987) |
injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 1 General requirements |
- |
-
|
7294 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl.4(Minimum Thickness) |
- |
500 |
|
0 |
Cl. 5.1.1, 5.1.2, Table 1, Fig 1(Minimum Socket Length) |
- |
0 |
|
0 |
Cl. 5.1.1, 5.1.2, Table 1, Fig 1(Mean Socket Internal Diameter at Mid-Point of Socket Length) |
- |
0 |
|
0 |
Cl. 5.1.1, 5.1.2, Table 1, Fig 1(Out-of-roundness tolerances of socket inside diameter) |
- |
0 |
|
0 |
Cl. 6.1(Stress Relief Test- Appendix A) |
- |
700 |
|
0 |
Cl. 6.2(Opacity- Appendix B) |
- |
575 |
|
0 |
Cl. 6.3(Effect on Water[(Lead ( first extraction )]- Appendix C) |
- |
3000 |
|
0 |
Cl. 6.3(Effect on Water[(Lead ( third extraction )]- Appendix C) |
- |
0 |
|
0 |
Cl. 6.3(Effect on Water [Dialkyl tin C4, and higher homologues, measured as tin ( third extraction )]- Appendix C) |
- |
0 |
|
0 |
Cl. 6.3(Effect on Water [Other toxic substances ( third extraction )]- Appendix C) |
- |
0 |
|
0 |
Cl. 6.4(Short-Term Hydraulic Test- Appendix D) |
- |
850 |
|
0 |
|
Complete
|
|
31 Dec, 2027 |
- - |
25 |
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 |
- |
-
|
7294 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
cl 2.2.2(Dimensions) |
- |
500 |
|
0 |
Cl. 2.1 (Ref. Cl. 6.3 of IS 7834 (part 1) : 1987(Effect on water - Lead (first extraction) - Appendix C ) |
- |
3000 |
|
0 |
Cl. 2.1 (Ref. Cl. 6.3 of IS 7834 (part 1) : 1987(Effect on water - Lead (third extraction) - Appendix C) |
- |
0 |
|
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 |
|
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 |
|
0 |
|
Complete
|
|
31 Dec, 2027 |
- - |
26 |
IS 7834 : Part 6 (1987) |
injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 6 Specific requirements for sockets |
- |
-
|
7294 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
2.2.3(Socket length) |
- |
500 |
|
0 |
2.2.3( inside diameter of the socket) |
- |
0 |
|
0 |
2.2.2, Table 1(Socket Laying
Length) |
- |
0 |
|
0 |
|
Complete
|
|
31 Dec, 2027 |
- - |
27 |
IS 7834 : Part 8 (1987) |
injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 8 Specific requirements for caps |
- |
-
|
7294 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
2.1(General) |
- |
500 |
|
0 |
2.2.2(diameter of the socket of cap) |
- |
0 |
|
0 |
|
Complete
|
|
31 Dec, 2027 |
- - |
28 |
IS 12786 (1989) |
Irrigation equipment - Polyethylene pipes for irrigation laterals - Specification |
- |
-
|
10475 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl. 4.2(Carbon Black Content) |
- |
925 |
|
0 |
Cl. 4.2(Carbon Black Dispersion) |
- |
700 |
|
0 |
5 and Table 1(DIMENSIONS OF PIPES - outside diameters) |
- |
250 |
|
0 |
5 and Table 1(DIMENSIONS OF PIPES - wall thickness shall) |
- |
0 |
|
0 |
6.1(Visual Appearance) |
- |
300 |
|
0 |
7.1
Table-2
(b)Acceptance Test for 01 hour at 20°C & 6.9MPa induced stress) |
- |
1000 |
|
0 |
Cl. 7.1 Table -2(Quality Test for 100 hrs @ 70 c & 2.2 Mpa) |
- |
3000 |
|
0 |
7.2(Reversion Test) |
- |
700 |
|
300 |
7.3(Tensile Test) |
- |
1100 |
|
1100+250 |
7.4(SusceptibiIity to Environmental Stress
Cracking) |
- |
1200 |
|
0 |
4.1.a (Potyethylene - higher olefins constituent ) |
- |
1050 |
|
0 |
4.1.c & 4.2.a (Carbon Black content - IS 2530 : 1963) |
- |
925 |
|
0 |
4.1.c.i (Density) |
- |
500 |
|
500+625 |
4.2.b (The dispersion of Carbon Black content shall be satisfactory - IS 2530 : 1963) |
- |
700 |
|
0 |
|
Complete
|
|
31 Dec, 2027 |
- - |
29 |
IS 13487 (1992) |
Irrigation equipment - Emitters - Specification |
- |
-
|
3525 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
7.1(Construction and workmanship) |
- |
300 |
|
0 |
7.2(Flow path in emitters) |
- |
300 |
|
0 |
7.3.1(Resistance to Hydrostatic pressure) |
- |
1000 |
|
0 |
7.3.2(Resistance to Hydrostatic pressure) |
- |
1000 |
|
0 |
7.3.3(Resistance to Hydrostatic pressure) |
- |
1000 |
|
0 |
7.4.1(Emitter Pull Out In-line emitters) |
- |
500 |
|
0 |
7.4.2(Emitter Pull Out On-line emitters) |
- |
500 |
|
0 |
8.1.2(Uniformity of Emission Rate Unregulated emitters) |
- |
1000 |
|
0 |
8.1.2(Uniformity of Emission Rate Unregulated emitters) |
- |
1000 |
|
0 |
8.1.3(Uniformity of Emission Rate Regulated emitters) |
- |
1000 |
|
0 |
8.1.3(Uniformity of Emission Rate Regulated emitters) |
- |
1000 |
|
0 |
8.2.2(Emission rate as a function of inlet pressure Unregulated emitters) |
- |
1000 |
|
0 |
8.2.3(Emission rate as a function of inlet pressure Regulated emitters) |
- |
1000 |
|
0 |
8.3(Determination of Emitter Exponent) |
- |
600 |
|
0 |
|
Complete
|
|
31 Dec, 2027 |
- - |
30 |
IS 12785 (1994) |
Irrigation equipment - Strainer - Type filters - Specification (first revision) |
- |
-
|
8438 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
4.1.1(General) |
- |
500 |
|
0 |
4.1.1(General) |
- |
0 |
|
0 |
4.1.1(Zinc Coating - IS 4736) |
- |
0 |
|
0 |
4.1.1(General) |
- |
0 |
|
0 |
4.1.1(General) |
- |
0 |
|
0 |
4.1.2(General) |
- |
0 |
|
0 |
4.1.3(General) |
- |
0 |
|
0 |
4.1.4(General) |
- |
0 |
|
0 |
4.2.1(Strainer Housing) |
- |
500 |
|
0 |
4.2.2(Strainer Housing) |
- |
0 |
|
0 |
4.2.3(Strainer Housing) |
- |
0 |
|
0 |
4.3.1(Connections
IS 2643 : 1975.) |
- |
500 |
|
0 |
4.3.2(Connections
IS 6418 : 1971) |
- |
0 |
|
0 |
4.3.3(Connections) |
- |
0 |
|
0 |
4.3.4(Connections) |
- |
0 |
|
0 |
6.1(MECHANiCAL TESTS) |
- |
1500 |
|
0 |
6.1(MECHANiCAL TESTS) |
- |
0 |
|
0 |
6.2(MECHANiCAL TESTS ) |
- |
3750 |
|
0 |
6.3(MECHANiCAL TESTS ) |
- |
1000 |
|
0 |
6.4(MECHANiCAL TESTS ) |
- |
1000 |
|
0 |
6.5(MECHANiCAL TESTS ) |
- |
2500 |
|
0 |
|
Complete
|
|
31 Dec, 2027 |
- - |