| 7621 |
CENTRAL INSTITUTE OF PETROCHEMICALS ENGINEERING & TECHNOLOGY (CIPET) : IPT-BHUBANESWAR
| 5102634
| IS 12785 (1994) |
Irrigation equipment - Strainer - Type filters - Specification (first revision) |
Irrigation equipment(stainer type filters) |
11250 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 4.1.1(Zinc Coating - IS 4736) |
- |
0 |
|
nil |
| 4.1.1(General - Thickness of powder coating
IS 5116.) |
- |
0 |
|
nil |
| 4.3.3(Connections) |
- |
500.00 |
|
nil |
| 4.1.2(General) |
- |
500.00 |
|
nil |
| 6.1(MECHANiCAL TESTS) |
- |
1500.00 |
|
nil |
| 6.2(MECHANiCAL TESTS ) |
- |
3750.00 |
|
nil |
| 6.5(MECHANiCAL TESTS ) |
- |
2500.00 |
|
nil |
| 6.3(MECHANiCAL TESTS ) |
- |
1000.00 |
|
nil |
| 6.4(MECHANiCAL TESTS ) |
- |
1000.00 |
|
nil |
| 4.2.1(Strainer Housing) |
- |
500.00 |
|
nil |
| 4.3.1(Connections
IS 2643 : 1975.) |
- |
0 |
|
nil |
| 4.3.2(Connections
IS 6418 : 1971) |
- |
0 |
|
nil |
| 6.4(Tightness of Filter Element) |
- |
1000.00 |
|
nil |
| 6.5(Clean pressure drop) |
- |
2500.00 |
|
nil |
| 6.3(Resistance of fitter element to buckling or tearing) |
- |
1000.00 |
|
nil |
|
31 Dec, 2026 |
- - |
| 7622 |
CENTRAL INSTITUTE OF PETROCHEMICALS ENGINEERING & TECHNOLOGY (CIPET) : IPT-BHUBANESWAR
| 5102634
| IS 12701 (1996) |
Rotational moulded polyethylene water storage tanks - specification (First Revision) |
Rotational moulded polyethylene water storage Tank |
13175.00 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 4.2.3(Carbon Black Content ) |
- |
925.00 |
|
nil |
| 4.2.3(Carbon Dispersion Test) |
- |
700.00 |
|
nil |
| 5.1 Table 1(Dimensioas of Cylinderical Vertical Tank) |
- |
3050 |
|
ALL TYPE DIMENSION |
| 5.2 Table 2(Dimensions of Rectangular Loft Tanks) |
- |
0 |
|
nil |
| 7.1.1(Resistance to Deformation) |
- |
700.00 |
|
nil |
| 7.2(Resistance to Impact) |
- |
1100.00 |
|
nil |
| 7.3(Test for Top Load Resistance) |
- |
900.00 |
|
nil |
| 7.4(Tensile Strength) |
- |
1350.00 |
|
nil |
| 7.5(Flexural Modulus) |
- |
1600 |
|
nil |
| 7.6(overall Migration) |
- |
2200.00 |
|
nil |
|
31 Dec, 2026 |
- - |
| 7623 |
CENTRAL INSTITUTE OF PETROCHEMICALS ENGINEERING & TECHNOLOGY (CIPET) : IPT-BHUBANESWAR
| 5102634
| IS 12232 : Part 1 (1996) |
Irrigation equipment - Rotating sprinkler: Part 1 design and operational requirements (First Revision) |
Design and operational Requirement |
17750 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 4.4.1(Effective pressures) |
- |
400.00 |
|
nil |
| 4.4.2(Actuating mechanism) |
- |
400.00 |
|
nil |
| 6.2.1(Threaded connections to riser) |
- |
400.00 |
|
nil |
| 6.2.2(Nozzle threads intended for threaded
connection) |
- |
400.00 |
|
nil |
| 6.3(Test of resistance to hydrostatic pressure at ambient temperature) |
- |
850.00 |
|
nil |
| 6.4(Test of resistance to hydrostatic
pressure at high temperature) |
- |
1600.00 |
|
nil |
| 6.5.2(Watertightness of nozzle connection) |
- |
400.00 |
|
nil |
| 7.1(Test of uniformity of rotation speed) |
- |
400.00 |
|
nil |
| 7.2(Test of uniformity of ftowrate ) |
- |
400.00 |
|
nil |
| 7.3(Test of distribution characteristics) |
- |
1500.00 |
|
nil |
| 7.4(Test of effective diameter of coverage) |
- |
400.00 |
|
nil |
| 7.5(Test of trajectory height (for sprinklers
with low trajectory angle)) |
- |
400.00 |
|
nil |
| 7.6(Test of range of effective pressure) |
- |
400.00 |
|
nil |
| 8.1 and 6.1(Durability tests) |
- |
6250.00 |
|
nil |
| 8.5(Durability tests) |
- |
400.00 |
|
nil |
| 8.2 and 6.3(Durability tests) |
- |
850.00 |
|
nil |
| 8.3 and 6.5.1(Durability tests) |
- |
400.00 |
|
nil |
| 8.4(Durability tests) |
- |
400.00 |
|
nil |
| 8.6(Durability tests) |
- |
1500.00 |
|
nil |
|
31 Dec, 2026 |
- - |
| 7624 |
CENTRAL INSTITUTE OF PETROCHEMICALS ENGINEERING & TECHNOLOGY (CIPET) : IPT-BHUBANESWAR
| 5102634
| IS 10124 : Part 2 (2009) |
Fabricated pvc - U fittings for potable water supplies - Specification: Part 2 specific requirements for sockets (Second Revision) |
specific requirement for socket |
4450 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 10.3 of IS 4985 & Cl. 3.1 of IS 12235(P-4)(Effect on water: Lead (First Extraction)) |
- |
3000.00 |
|
nil |
| 10.3 of IS 4985 & Cl. 3.1 of IS 12235(P-4)(Effect on water: Lead (Third Extraction)) |
- |
0 |
|
NIL |
| 10.3 of IS 4985 & Cl. 3.1 of IS 12235(P-10)(Effect on water:Dialkyl tin C4 and
higher homologues
measured as tin (third
extraction)) |
- |
0 |
|
nil |
| 10.3 of IS 4985 & Cl. 3.2 of IS 12235(P-4)(Effect on water: Cadmium (all three extracts)) |
- |
0 |
|
nil |
| 10.3 of IS 4985 & Cl. 3.2 of IS 12235(P-4)(Effect on water: Mercury (all three extracts)) |
- |
0 |
|
nil |
| 10.3 of IS 4985 & Cl. 3.2 of IS 12235(P-10)(Other toxic substances such as 'di-n-octyl-tin- s-s bis iso-octyl mercapto acetate' and 'butyl stearate' (third extraction)) |
- |
0 |
|
nil |
| 10.7 of IS 4985(Sulphated Ash content, Annex-B of IS 4985) |
- |
950.00 |
|
nil |
| 3.2.1, Table-1, Fig-1(Nominal size) |
- |
500 |
|
nil |
| 3.2.1, Table-1, Fig-1(Minimum wall thickness for working pressure) |
- |
0 |
|
nil |
| 3.2.1, Table-1, Fig-1(Plumbing) |
- |
0 |
|
nil |
| Clause 3.2.2, and Fig. 2(Nominal size) |
- |
0 |
|
nil |
| Clause 3.2.2, and Fig. 2.(Minimum wall thickness for working pressure) |
- |
0 |
|
nil |
| 3.2.2, and Fig. 2(Dimensions of Socket for Elastomeric Sealing Ring Joint) |
- |
0 |
|
nil |
|
31 Dec, 2026 |
- - |
| 7625 |
CENTRAL INSTITUTE OF PETROCHEMICALS ENGINEERING & TECHNOLOGY (CIPET) : IPT-BHUBANESWAR
| 5102634
| 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 |
specific requirement for 90 degree tees |
5625.00 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| cl 2.2.2(Dimensions) |
- |
500.00 |
|
Nil |
| Cl. 2.1 (Ref. Cl. 6.3 of IS 7834 (part 1) : 1987(Effect on water - Lead (first extraction) - Appendix C ) |
- |
3000.00 |
|
Nil |
| Cl. 2.1 (Ref. Cl. 6.3 of IS 7834 (part 1) : 1987(Effect on water - Lead (third extraction) - Appendix C) |
- |
2125 |
|
OPACITY-575/-
STRESS RELIEF TEST-700/-
HYDRAULIC TEST-850/- |
| 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 |
|
Nil |
| Cl. 2.1 (Ref. Cl. 6.3 of IS 7834 (part 1) : 1987(Effect on water - Other toxic substances (third extraction) - Appendix C) |
- |
0 |
|
Nil |
| 2.2.2 table 1(Laying length) |
- |
300.00 |
|
nil |
|
31 Dec, 2026 |
- - |
| 7626 |
CENTRAL INSTITUTE OF PETROCHEMICALS ENGINEERING & TECHNOLOGY (CIPET) : IPT-BHUBANESWAR
| 5102634
| IS 7834 : Part 1 (1987) |
injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 1 General requirements |
General requirement |
5625.00 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl.4(Minimum Thickness) |
- |
500 |
|
nil |
| Cl. 5.1.1, 5.1.2, Table 1, Fig 1(Minimum Socket Length) |
- |
0 |
|
nil |
| Cl. 5.1.1, 5.1.2, Table 1, Fig 1(Mean Socket Internal Diameter at Mid-Point of Socket Length) |
- |
0 |
|
nil |
| Cl. 5.1.1, 5.1.2, Table 1, Fig 1(Out-of-roundness tolerances of socket inside diameter) |
- |
0 |
|
nil |
| Cl. 6.1(Stress Relief Test- Appendix A) |
- |
700.00 |
|
nil |
| Cl. 6.2(Opacity- Appendix B) |
- |
700.00 |
|
nil |
| Cl. 6.3(Effect on Water[(Lead ( first extraction )]- Appendix C) |
- |
3000.00 |
|
nil |
| Cl. 6.3(Effect on Water[(Lead ( third extraction )]- Appendix C) |
- |
0 |
|
nil |
| Cl. 6.3(Effect on Water [Dialkyl tin C4, and higher homologues, measured as tin ( third extraction )]- Appendix C) |
- |
0 |
|
nil |
| Cl. 6.3(Effect on Water [Other toxic substances ( third extraction )]- Appendix C) |
- |
0 |
|
nil |
| Cl. 6.4(Short-Term Hydraulic Test- Appendix D) |
- |
850.00 |
|
nil |
|
31 Dec, 2026 |
- - |
| 7627 |
CENTRAL INSTITUTE OF PETROCHEMICALS ENGINEERING & TECHNOLOGY (CIPET) : IPT-BHUBANESWAR
| 5102634
| IS 5175 (2022) |
Fibre ropes - Polypropylene split film monofilament and multifilament PP 2 and polypropylene high tenacity multifilament PP 3 3- 4- 8- and 12- strand ropes (fourth revision) |
Fiber Rope Popypropylene Split film |
5888.00 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl 4( Designation) |
- |
500.00 |
|
NIL |
| Cl 5(General Requirements) |
- |
500.00 |
|
NIL |
| Cl 6 & Table 1,2 or 3(Reference Number.) |
- |
0 |
|
nil |
| Cl 6 & Table 1,2 or 3(Linear Density) |
- |
700.00 |
|
nil |
| Cl 6 & Table 1,2 or 3(Breaking Force) |
- |
1100.00 |
|
nil |
| 6.0
(Cl. 6 & 8.1 of IS:7071 Pt -1 to 4)
(Pitch (Length of Lay) in mm) |
- |
500.00 |
|
nil |
| 6, Table 1, 2, 3(Minimum breaking force d e) |
- |
0 |
|
nil |
| 5.2
(Cl. 4.2) of ISO 9554: 2010
(Construction & Structure ) |
- |
500.00 |
|
nil |
| 7(Marking) |
- |
0.00 |
|
nil |
| 5.2
Cl. 4.1 (b) of ISO 9554: 2010
(Constituent Materials As per ) |
- |
1050.00 |
|
nil |
| Clause 6, (Table 1,2,3)(Diameter) |
- |
562.00 |
|
NIL |
| Clause 6, (Table 1,2,3)(Linear Density) |
- |
0 |
|
NIL |
| Clause 6, (Table 1,2,3)(Minimum Breaking Force) |
- |
1100.00 |
|
NIL |
| 5.2(Pitch or length of lay) |
- |
500.00 |
|
NIL |
| 5.1(type A: 3-strand hawser-laid rope) |
- |
0 |
|
NIL |
| 5.1(type B: 4-strand shroud-laid rope) |
- |
0 |
|
NIL |
| 5.1(type L: 8-strand braided rope) |
- |
500.00 |
|
NIL |
| 5.1(type T: 12-strand braided rope) |
- |
500.00 |
|
NIL |
|
31 Dec, 2026 |
- - |
| 7628 |
CENTRAL INSTITUTE OF PETROCHEMICALS ENGINEERING & TECHNOLOGY (CIPET) : IPT-BHUBANESWAR
| 5102634
| IS 4985 (2000) |
Unplasticized pvc pipes for potable water supplies - Specification (Third Revision) |
1-plain ended pipe/socket ended pipe |
30925.00 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 11.2(Resistance to External Blows at 0°C) |
- |
1400.00 |
|
specimen preparation 300/- |
| 11.1.1(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Acceptance Test)-for Plumbing pipes) |
- |
850.00 |
|
nil |
| 11.1-Table 7(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Acceptance Test)-for Integral Sealing Ring
Sockets) |
- |
850.00 |
|
nil |
| 11.1-Table 7(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Type Test)-for Integral Sealing Ring
Sockets) |
- |
5000.00 |
|
nil |
| 11.1-Table 6(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Acceptance Test)) |
- |
850.00 |
|
nil |
| 11.1-Table 6(MECHANICAL PROPERTIES-Hydrostatic Pressure Test (Type Test)) |
- |
11000 |
|
nil |
| 10.6(PHYSICAL AND CHEMICAL CHARACTERISTICS- Density) |
- |
500.00 |
|
nil |
| 10.5(PHYSICAL AND CHEMICAL CHARACTERISTICS- Vicat Softening Temperature) |
- |
1100.00 |
|
nil |
| 10.4(PHYSICAL AND CHEMICAL CHARACTERISTICS- Reversion Test) |
- |
900.00 |
|
specimen preparation 200/- |
| 10.2(PHYSICAL AND CHEMICAL CHARACTERISTICS-Opacity) |
- |
700.00 |
|
nil |
| 8(SEALING RINGS) |
- |
0 |
|
nil |
| 7.2.1.2-Table 4(DIMENSIONS-Sockets for elastomeric sealing ring joints-Socket inner Diameter) |
- |
500 |
|
nil |
| 7.2.1.2(a)-Table 5(DIMENSIONS-Sockets for elastomeric sealing ring joints-Minimum depth of engagement) |
- |
0 |
|
nil |
| 7.2.1.1-Table 3(DIMENSIONS-Socket-Sockets for solvent cement jointing-Diameter at mid point of the socket length (Maximum)) |
- |
0 |
|
nil |
| 7.2.1.1-Table 3(DIMENSIONS-Socket-Sockets for solvent cement jointing-Diameter at mid point of the socket length (Minimum)) |
- |
0 |
|
nil |
| 7.2.1.1-Table 3(DIMENSIONS-Socket-Sockets for solvent cement jointing-Minimum Length) |
- |
0 |
|
nil |
| 7.2.1(DIMENSIONS-Socket) |
- |
0 |
|
nil |
| 7.1.2.1(DIMENSIONS-PIPE-Average Thickness) |
- |
0 |
|
nil |
| 7.1.2.1(DIMENSIONS-PIPE-Thickness(Maximum)) |
- |
0 |
|
nil |
| 7.1.2.1(DIMENSIONS-PIPE-Thickness(Minimum)) |
- |
0 |
|
nil |
| 7.1.1.2(DIMENSIONS-PIPE-Ovality (Maximum)) |
- |
0 |
|
nil |
| 7.1.1.2(DIMENSIONS-PIPE-O.D. at any Point (Maximum)) |
- |
0 |
|
nil |
| 7.1.1.2(DIMENSIONS-PIPE-O.D. at any Point (Minimum)) |
- |
0 |
|
nil |
| 7.1.1.1(DIMENSIONS-PIPE-Mean O.D. Variation) |
- |
0 |
|
nil |
| Clause 10.7(Sulphated Ash Content) |
- |
1200.00 |
|
nil |
| 7.1.1.1(DIMENSIONS-PIPE-Mean O.D. (Mamimum)) |
- |
0 |
|
nil |
| 7.1.1.1(DIMENSIONS-PIPE-Mean O.D. (Minimum)) |
- |
0 |
|
nil |
| 10.1(PHYSICAL AND CHEMICAL CHARACTERISTICS-Visual Appearance) |
- |
300.00 |
|
nil |
| 9.1(PIPE ENDS) |
- |
0 |
|
nil |
|
31 Dec, 2026 |
- - |
| 7629 |
CENTRAL INSTITUTE OF PETROCHEMICALS ENGINEERING & TECHNOLOGY (CIPET) : IPT-BHUBANESWAR
| 5102634
| IS 4984 (2016) |
Polyethylene pipes for water supply - Specification (Fifth Revision) |
1-PE Pipe, 2-Resin,3-master batch,4-carbon black powder |
45500.00 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 8.10(Slow Crack Growth Rate) |
- |
6000 |
|
specimen preparation 500/- |
| 8.9 table-6(Elongation at Break) |
- |
1600.00 |
|
specimen preparation 500/- |
| 8.8(Tensile Strength for Butt-fusion) |
- |
1600.00 |
|
specimen preparation 500/- |
| 8.7(Density) |
- |
500.00 |
|
nil |
| 8.5 (Oxidation Induction Time) |
- |
2200.00 |
|
nil |
| 8.4( Melt Flow Rate) |
- |
1100.00 |
|
nil |
| 8.2(Longitudinal Reversion Test) |
- |
900.00 |
|
specimen preparation 200/- |
| 8.1.2 table -5(Internal Pressure Creep Rupture Test of Pipe Joints) |
- |
4000.00 |
|
for 100hr |
| 8,/8.1/8.1.1 table-5(PERFORMANCE REQUIREMENTS / Hydraulic Characteristics/ Internal Pressure Creep Rupture Test of Pipe) |
- |
17650.00 |
|
for 48hrs.-1600/-
for 165hrs.-4800/-
for 1000hrs.-11250/- |
| 7.4.1.2(Ovality) |
- |
0 |
|
nil |
| Cl-7.4(Mean Outside Diameter (For upto 50 mm take 8 reading, above 50mm take 6 reading & average will be reported)) |
- |
750.00 |
|
nil |
| 7.2(Length) |
- |
0 |
|
NIL |
| 6.2.1(6.1.1 Identification Stripes) |
- |
250.00 |
|
nil |
| 8.6(Overall migration) |
- |
2000.00 |
|
specimen preparation 300/- |
| 8.3(Carbon black) |
- |
1625.00 |
|
CBC & CBD |
| 5.2(Polyethylene Resin) |
- |
5325.00 |
|
Base Density, Melt flow Rate,Overall migration, Volatile & water content |
| 5, 5.1 table-1(MATERIALS) |
- |
0 |
|
NIL |
|
31 Dec, 2026 |
- - |
| 7630 |
CENTRAL INSTITUTE OF PETROCHEMICALS ENGINEERING & TECHNOLOGY (CIPET) : IPT-BHUBANESWAR
| 5102634
| IS 3462 (1986) |
Unbacked Flexible Pvc Flooring |
1-Unbacked PVC flooring ,2-PVC tiles |
17713.00 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 5.1.1(DIMENSIONS AND TOLERANCES-Liaear Dimension-Sheets or Rolls) |
- |
200.00 |
|
NIL |
| 5.1.2(DIMENSIONS AND TOLERANCES-Liaear Dimension-Tiles) |
- |
0 |
|
NIL |
| 5.2(DIMENSIONS AND TOLERANCES-Thickness) |
- |
200.00 |
|
NIL |
| 6. 1(COLOUR AND SURFACE CHARACTERISTICS) |
- |
250.00 |
|
NIL |
| 7.1-Table 1(i)(REQUlREMENTS-Thickness Variation
) |
- |
200.00 |
|
NIL |
| 7.1-Table 1(ii)(REQUlREMENTS-Width of sheet or roll
) |
- |
250.00 |
|
NIL |
| 7.1-Table 1(iii)(REQUlREMENTS-rile size
) |
- |
0 |
|
NIL |
| 7.1-Table 1(iv)(REQUlREMENTS-Squareness
) |
- |
250.00 |
|
NIL |
| 7.1-Table 1(vi)(REQUlREMENTS-Curling
) |
- |
250.00 |
|
NIL |
| 7.1-Table 1(vii)(REQUlREMENTS-Residual indenration
) |
- |
1400.00 |
|
NIL |
| 7.1-Table 1(viii)(REQUlREMENTS-Flexibility
) |
- |
1500.00 |
|
NIL |
| 7.1-Table 1(ix)(REQUlREMENTS-Resistance to various substances-Scratch width
) |
- |
1300.00 |
|
NIL |
| 7.1-Table 1(x)(REQUlREMENTS-Resistance to various substances
) |
- |
0 |
|
NIL |
| 7.1-Table 1(xi)(REQUlREMENTS-Ply adhesion
) |
- |
1350.00 |
|
NIL |
| 7.1-Table 1(xii)(REQUlREMENTS-Moisture movernent
) |
- |
700.00 |
|
NIL |
| 7.1-Table 1(xiii)(REQUlREMENTS-Heat ageing and exudation
) |
- |
10100.00 |
|
NIL |
| 7.1-Table 1(xiii)(REQUlREMENTS-Elastic product) |
- |
1350.00 |
|
NIL |
| 8.1.1-8.2.1(Tests-Typt Tests) |
- |
0 |
|
NIL |
| 8.1.2-8.2.2(Tests-Acceptance Tests) |
- |
0 |
|
NIL |
| 8.1.3-8.2.3(Tests-RoutineTests) |
- |
0 |
|
NIL |
|
31 Dec, 2026 |
- - |
| 7631 |
CENTRAL INSTITUTE OF PETROCHEMICALS ENGINEERING & TECHNOLOGY (CIPET) : IPT-BHUBANESWAR
| 5102634
| IS 2508 (2016) |
Polyethylene films and sheets - Specification (Third Revision) |
Type-I,II,III,IV |
28400 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 5.1.4(Density, Cl.5 of IS 13360(Part-3/Section-1)) |
- |
500.00 |
|
nil |
| 5.1.5(Melt Flow Index. Cl 6, 7 of IS 13360(Part-4/Section-1)) |
- |
1100.00 |
|
nil |
| 5.1.6a(Carbon Black Content, Annex-A) |
- |
925.00 |
|
nil |
| 5.1.6b(Ash Content, Annex-A) |
- |
950.00 |
|
nil |
| 5.1.6c(Carbon Black Dispersion, Cl.16 of IS 2530) |
- |
700.00 |
|
nil |
| 5.2.2(Tolerance on Thickness, Annex-A) |
- |
500.00 |
|
nil |
| 6.1, Table 1(Tensile strength at break. A) Machine Direction. IS 13360 (Part 5/Sec 1)) |
- |
1350.00 |
|
nil |
| 6.1, Table 1(Tensile strength at break. B) Transverse Direction. IS 13360 (Part 5/Sec 3)) |
- |
1100.00 |
|
nil |
| 6.1, Table 1(Ageing test at (70-1)c for 7 days , cl 4 IS 7016 ) |
- |
4300.00 |
|
nil |
| 6.1, Table 1(Elongation at break ,A) Machine direction .IS 13360(Part-5/sec-1) ) |
- |
0 |
|
nil |
| 6.1, Table 1(Elongation at break ,B) Cross-machine direction..IS 13360(Part-5/sec-3) ) |
- |
0 |
|
nil |
| 6.1, Table 1(Dartimpact strength Method B of IS 13360 (Part-5/sec-6) ) |
- |
1000.00 |
|
nil |
| 6.1, Table 1(Tear resistence. A) Machine direction Annex B) |
- |
1000.00 |
|
nil |
| 6.1, Table 1(Tear resistence. B) Transverse direction ) |
- |
750.00 |
|
nil |
| 7.1. Table 2(Tensile strength at break A) Machine direction IS 13360 (Part-5/sec-1) ) |
- |
0 |
|
nil |
| 7.1. Table 2(Tensile strength at break,B) Crosse machine direction IS 13360 (Part-5/sec-3) ) |
- |
0 |
|
nil |
| 7.1. Table 2(Ageing test at (70-1)c for 7 days , cl 4 IS 7016 ) |
- |
0 |
|
nil |
| 7.1. Table 2(Elongation at break , A) Machine direction IS 13360 (Part-5/sec-3) IS 13360 (Part-5/sec-1) ) |
- |
0 |
|
nil |
| 7.1. Table 2(Elongation at break , A) Transverse direction IS 13360 (Part-5/sec-3) ) |
- |
0 |
|
nil |
| 7.1. Table 2(Dart impact strenght , Method A of IS 3360 (Part-5/sec-6) ) |
- |
0 |
|
nil |
| 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) |
- |
1350.00 |
|
nil |
| 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) |
- |
0 |
|
nil |
| 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 |
|
nil |
| 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 |
|
nil |
| 8.1, Table 3(Tear resistance , Annex B) |
- |
1000.00 |
|
nil |
| 8.1, Table 3(Puncture resistance , Annex C) |
- |
1100.00 |
|
nil |
| 9.1, Table 4(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) |
- |
0 |
|
nil |
| 9.1, Table 4(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) |
- |
0 |
|
nil |
| 9.1, Table 4(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 |
|
nil |
| 9.1, Table 4(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 |
|
nil |
| 9.1, Table 4(Tear resistance , Annex B) |
- |
1000.00 |
|
nil |
| 9.1, Table 4(Puncture resistance , Annex C) |
- |
1100.00 |
|
nil |
| 5.1.1(Appearance) |
- |
300.00 |
|
nil |
| 5.1.2(Film Form) |
- |
0 |
|
nil |
| 5.1.3(Odour) |
- |
0 |
|
nil |
|
31 Dec, 2026 |
- - |
| 7632 |
Global Testing Laboratory Private limited, Ghaziabad
| 8184306
| IS 398 : Part 4 (1994) |
Aluminium conductors for overhead transmission purposes: Part 4 aluminium alloy stranded conductors (Aluminium - Magnesium - Silicon Type) - Specification (Third Revision) |
- |
7000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 6.1(Freedom from Defects) |
- |
500 |
|
- |
| 7.1 Table-1(Dimensional measurement of wires) |
- |
500 |
|
- |
| 7.2.2 Table-2, Table-4(Calculated resistance of Stranded Conductor) |
- |
1000 |
|
- |
| 8.1(Joints in wires-Conductors Containing Seven Wires) |
- |
1000 |
|
- |
| 8.2(Joints in wires-Conductors Containing More Than Seven Wires) |
- |
1000 |
|
- |
| 9.1(Stranding) |
- |
500 |
|
- |
| 9.2 Table 3(Lay Ratio of stranded conductors) |
- |
500 |
|
- |
| 9.3(Direction of Lay) |
- |
500 |
|
- |
| 9.4(Multiple layers of wires) |
- |
500 |
|
- |
| 11(Packing and Marking) |
- |
500 |
|
- |
| 12.2 Table 1(Breaking Load Test- Before Stranding) |
- |
1000 |
|
- |
| 12.2 Table 1(Breaking Load Test- After Stranding) |
- |
1000 |
|
- |
| 12.3 Table 1(Elongation Test- Before Stranding) |
- |
1000 |
|
- |
| 12.3 Table 1(Elongation Test- After Stranding) |
- |
1000 |
|
- |
| 12.4 Table 1(Resistance of Aluminium wire) |
- |
1000 |
|
- |
| 9.2(Lay Ratio 24 wire layer) |
- |
500 |
|
- |
| 9.2(Lay Ratio 18 wire layer) |
- |
500 |
|
- |
| 9.2(Lay Ratio 12 wire layer) |
- |
500 |
|
- |
| 9.2(Lay Ratio 3/6 wire layer) |
- |
500 |
|
- |
| 7.2.1(Sizes) |
- |
500 |
|
- |
| Cl-7.2 (7.2.1, 7.2.2), Table-2(Stranding and Wire Dia) |
- |
1000 |
|
- |
| Cl- 7.2 (7.2.1, 7.2.2), Table-2(Approx Overall Dia) |
- |
1000 |
|
- |
| Cl. 7.2 (7.2.1, 7.2.2), Table 2(Approx Mass) |
- |
1000 |
|
- |
| Cl- 7.2 (7.2.1, 7.2.2), Table-2(Calculated Maximum Resistance at 20°C) |
- |
1000 |
|
- |
| Cl- 7.2 (7.2.1, 7.2.2), Table-2(Approx Calculated Breaking Load) |
- |
1000 |
|
- |
|
11 Mar, 2028 |
- - |
| 7633 |
Classic Testing & Research Centre (B17), Noida
| 8180826
| IS 302 : Part 2 : Sec 23 (2009) |
Safety of household and similar electrical appliances: Part 2 particular requirements: Sec 23 appliances for skin or hair care (First Revision) |
- |
24000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 32(Radiation ,Toxicity and similar hazards) |
- |
1000 |
|
- |
| 31(Resistance to Rusting) |
- |
1000 |
|
- |
| 30(Resistance to Heat & Fire) |
- |
1000 |
|
- |
| 29(Clearances, Creepage Distances & Solid Insulation) |
- |
1000 |
|
- |
| 28(Screws & Connection) |
- |
1000 |
|
- |
| 27(Provision For Earthing) |
- |
1000 |
|
- |
| 26(Terminals For External Conductors) |
- |
1000 |
|
- |
| 25(Supply Connection & External Flexible Cables and Cords) |
- |
1000 |
|
- |
| 24(Component) |
- |
1000 |
|
- |
| 23(Internal wiring) |
- |
1000 |
|
- |
| 22(Construction) |
- |
1000 |
|
- |
| 21(Mechanical strength) |
- |
1000 |
|
- |
| 20(Stability & Mechanical Hazards) |
- |
1000 |
|
- |
| 19(Abnormal Operation) |
- |
1000 |
|
- |
| 18(Endurance) |
- |
1000 |
|
- |
| 17(Overload Protection/ Overload Protection of Transformers & Associated Circuits) |
- |
1000 |
|
- |
| 16(Leakage Current and Electric Strength) |
- |
1000 |
|
- |
| 15(Moisture Resistance) |
- |
1000 |
|
- |
| 14(Transient Over Voltage) |
- |
1000 |
|
- |
| 13(Leakage Current and Electric Strength at Operating Temperature) |
- |
1000 |
|
- |
| 11(Temperature Rise/Heating) |
- |
1000 |
|
- |
| 10(Power Input
& Current) |
- |
1000 |
|
- |
| 9(Starting Of Motor Operated Appliances) |
- |
1000 |
|
- |
| 8(Protection against Electric Shock/ Protection against Access to Live Parts) |
- |
1000 |
|
- |
| 7(Marking/ Marking & Instructions) |
- |
1000 |
|
- |
| 6(Classification) |
- |
1000 |
|
- |
| 22.32(CONSTRUCTION) |
- |
1000 |
|
- |
| 19.11.4.1(Electrostatic discharges) |
- |
1000 |
|
- |
| 19.11.4.3(Fast transient bursts) |
- |
1000 |
|
- |
| 19.11.4.4(Surge immunity test) |
- |
1000 |
|
- |
| 19.11.4.6(Class 3 Voltage dips and interruptions) |
- |
1000 |
|
- |
| 19.11.4.7(Harmonics) |
- |
1000 |
|
- |
|
15 Oct, 2027 |
- Included w.e.f.12.12.2024
Exclusion
19.11.4.2 (Radiated fields)
19.11.4.5 (Immunity to conducted discharges) |
| 7634 |
MSME TESTING STATION, PUDUCHERRY
| 6183904
| IS 1786 (2008) |
High strength deformed steel bars and wires for concretere inforcement - Specification (Fourth Revision) |
size upto 32 mm |
11000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl 7.2(Weight) |
- |
500 |
|
-- |
| Cl 9.3(Load In One Direction) |
- |
600 |
|
- |
| Cl 9.4(Load In Other Direction From Bend) |
- |
1000 |
|
- |
| Cl 6.1(Length, Width & Thickness) |
- |
600 |
|
- |
| Cl 8.1(UTM) |
- |
1200 |
|
- |
| Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 CARBON +EQUIVELENT ) |
- |
300 |
|
- |
| 4.1(Sulphur and phosphorous) |
- |
300 |
|
- |
| 4.1(CE) |
- |
300 |
|
- |
| 4.1( Nitrogen%) |
- |
300 |
|
- |
| 4.1(Ni) |
- |
300 |
|
- |
| 4.1(Mo) |
- |
300 |
|
- |
| 4.1(Cr) |
- |
300 |
|
- |
| 4.1( Ti) |
- |
300 |
|
- |
| 4.1(V) |
- |
300 |
|
- |
| Cl 9.3(Load In One Direction) |
- |
300 |
|
- |
| 4.1( Aluminium %) |
- |
300 |
|
- |
| 4.1( Copper %) |
- |
300 |
|
- |
| 4.1(Silicon %) |
- |
300 |
|
- |
| 4.1(Sulphur %) |
- |
300 |
|
- |
| 4.1(Phosphorus %) |
- |
300 |
|
- |
| 4.1(Manganese %) |
- |
300 |
|
- |
| 4.1(Carbon %) |
- |
300 |
|
- |
| Cl.9.4 & Cl. 9.4.1(Rebend test) |
- |
1000 |
|
- |
| Cl. 9.3, Table 4(Bend Test ) |
- |
600 |
|
- |
| Cl. 8.1 Table 3(Elongation, percentage) |
- |
600 |
|
- |
| Cl. 8.1 Table 3(TS/YS ratio) |
- |
500 |
|
- |
| Cl. 8.1 Table 3(Tensile Strength (TS)) |
- |
1200 |
|
- |
| Cl. 8.1 Table 3(Yield Stress (YS)) |
- |
600 |
|
- |
| Cl. 7.2 Table -2 (Nominal Mass) |
- |
500 |
|
- |
| Cl. 6.1(Nominal Size) |
- |
500 |
|
- |
| 4.1( Nb) |
- |
300 |
|
- |
|
- |
- Exclusion:
Cl 5 (Deformations and Surface Characteristics)
Cl. 5 (Cl. 5 - Mean projected area of transverse ribs (1/3 of Ar))
Cl. 5 (Cl.5 Mean area of ribs/unit length (Ar), )
8.18.1 Table 3 (Total elongation at maximum force)
5.7 (PullOut (Bond Test))
4.2 (Niobium (Nb))
4.2 (Boron (B)) |
| 7635 |
Classic Testing & Research Centre (B17), Noida
| 8180826
| IS 302 : Part 2 : Sec 15 (2009) |
Safety of household and similar electrical appliances: Part 2 particular requirements: Sec 15 appliances for heating liquids (First Revision) |
- |
25000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 6.0(Classification) |
- |
500 |
|
- |
| 7(Marking and instructions) |
- |
500 |
|
- |
| 8(Protection against live parts) |
- |
500 |
|
- |
| 9(STARTING OF MOTOR-OPERATED APPLIANCES) |
- |
500 |
|
- |
| 10(POWER INPUT AND CURRENT) |
- |
500 |
|
- |
| 11(HEATING) |
- |
500 |
|
- |
| 13(LEAKAGE CURRENT AND ELECTRIC STRENGTH AT OPERATING TEMPERATURE) |
- |
500 |
|
- |
| 14(TRANSIENT OVERVOLTAGES) |
- |
500 |
|
- |
| 15(MOISTURE RESISTANCE) |
- |
500 |
|
- |
| 16(LEAKAGE CURRENT AND ELECTRIC STRENGTH) |
- |
500 |
|
- |
| 17(OVERLOAD PROTECTION OF TRANSFORMERS AND ASSOCIATED CIRCUITS) |
- |
500 |
|
- |
| 18(ENDURANCE) |
- |
500 |
|
- |
| 19(ABNORMAL OPERATION) |
- |
500 |
|
- |
| 20(STABILITY AND MECHANICAL HAZARDS) |
- |
500 |
|
- |
| 21(MECHANICAL STRENGTH) |
- |
500 |
|
- |
| 22(CONSTRUCTION) |
- |
500 |
|
- |
| 23(INTERNAL WIRING) |
- |
500 |
|
- |
| 24(COMPONENTS) |
- |
500 |
|
- |
| 25(SUPPLY CONNECTION AND EXTERNAL FLEXIBLE CORDS) |
- |
500 |
|
- |
| 26(TERMINALS FOR EXTERNAL CONDUCTORS) |
- |
500 |
|
- |
| 27(PROVISION FOR EARTHING) |
- |
1000 |
|
- |
| 28(SCREWS AND CONNECTIONS) |
- |
500 |
|
- |
| 29(CLEARANCES, CREEPAGE DISTANCES AND SOLID INSULATION) |
- |
1000 |
|
- |
| 30(RESISTANCE TO HEAT AND FIRE) |
- |
1000 |
|
- |
| 31(RESISTANCE TO RUSTING) |
- |
1000 |
|
- |
| 32(RADIATION, TOXICITY AND SIMILAR HAZARDS) |
- |
500 |
|
- |
| 22.16(Automatic cord reel) |
- |
500 |
|
- |
| 22.32(Oxygen bomb for rubber material) |
- |
500 |
|
- |
| 22.47(Water pressure inlet) |
- |
500 |
|
- |
| 22.106(Interlocks) |
- |
500 |
|
- |
| 22.3(Flexing test) |
- |
500 |
|
- |
| 24(Components) |
- |
500 |
|
- |
| 19.11.4.1(Electrostatic discharges) |
- |
500 |
|
- |
| 19.11.4.3(Fast transient bursts) |
- |
500 |
|
- |
| 19.11.4.4(Surge immunity test) |
- |
500 |
|
- |
| 19.11.4.6(Class 3 Voltage dips and interruptions) |
- |
500 |
|
- |
| 19.11.4.7(Harmonics) |
- |
500 |
|
- |
| 4(General requirements) |
- |
500 |
|
- |
| 5(General Conditions of tests) |
- |
500 |
|
- |
| 6(Classification- IS 302-1) |
- |
500 |
|
- |
| 6(Classification- IS 302-1) |
- |
500 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
500 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
500 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
500 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
500 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
500 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
500 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
500 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
500 |
|
- |
| 7.1(Marking- IS 302-2-15) |
- |
500 |
|
- |
| 7.3(Marking- IS 302-1) |
- |
500 |
|
- |
| 7.4(Marking- IS 302-1) |
- |
500 |
|
- |
| 7.5(Marking- IS 302-1) |
- |
500 |
|
- |
| 7.6(Marking- IS 302-1) |
- |
500 |
|
- |
| 7.7(Marking- IS 302-1) |
- |
500 |
|
- |
| 7.8(Marking- IS 302-1) |
- |
500 |
|
- |
| 6(Classification- IS 302-1) |
- |
1000 |
|
- |
| 6(Classification- IS 302-1) |
- |
1000 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
500 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
500 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
500 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
500 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
500 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
500 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
500 |
|
- |
| Marking- IS 302-1(Marking- IS 302-1) |
- |
500 |
|
- |
| 7.1(Marking- IS 302-2-15) |
- |
500 |
|
- |
| 7.3(Marking- IS 302-1) |
- |
500 |
|
- |
| 7.4(Marking- IS 302-1) |
- |
500 |
|
- |
| 7.5(Marking- IS 302-1) |
- |
500 |
|
- |
| 7.6(Marking- IS 302-1) |
- |
500 |
|
- |
| 7.7(Marking- IS 302-1) |
- |
500 |
|
- |
| 7.8(Marking- IS 302-1) |
- |
500 |
|
- |
| 7.9(Marking- IS 302-1) |
- |
500 |
|
- |
| 7.1O(Marking- IS 302-1) |
- |
500 |
|
- |
| 7.11(Marking- IS 302-1) |
- |
500 |
|
- |
| 7.12(Marking- IS 302-2-15) |
- |
500 |
|
- |
| 7.12(Marking- IS 302-1) |
- |
500 |
|
- |
| 7.12.1(Marking- IS 302-1) |
- |
500 |
|
- |
| 7.12.3(Marking- IS 302-1) |
- |
500 |
|
- |
| 7.12.5(Marking- IS 302-1) |
- |
500 |
|
- |
| 7.12.6(Marking- IS 302-1) |
- |
500 |
|
- |
| 7.13(Marking- IS 302-1) |
- |
500 |
|
- |
| 7.14(Marking- IS 302-1) |
- |
500 |
|
- |
| 7.15(Marking- IS 302-1) |
- |
500 |
|
- |
| 7.101(Marking- IS 302-2-15) |
- |
500 |
|
- |
| 8(Protection Against Electric Shock, IS 302-1) |
- |
500 |
|
- |
| 10(Power Input and Current, IS 302-1) |
- |
500 |
|
- |
| 11(Heating, IS 302-1) |
- |
500 |
|
- |
| 11(Heating, IS 302-1) |
- |
500 |
|
- |
| 11(Heating, IS 302-1) |
- |
500 |
|
- |
| 11(Heating, IS 302-1) |
- |
500 |
|
- |
| 13(Electrical Insulation and Leakage Current at Operating Temperature: Leakage current, IS 302-1) |
- |
500 |
|
- |
| 13(Electrical Insulation and Leakage Current at Operating Temperature: High Voltage, IS 302-1) |
- |
500 |
|
- |
| 15.1(Moisture Resistance, IS 302-1) |
- |
500 |
|
- |
| 15.2(Spillage test as 15.2, IS 3.02-1 & 302-2-15) |
- |
500 |
|
- |
| 16(Leakage current as per Cl 16, IS 302-1) |
- |
500 |
|
- |
| 16(electric strength as per Cl 16, IS 302-1) |
- |
500 |
|
- |
| 17(Overload protection of Transformers and Associated Circuits, IS 302-1) |
- |
500 |
|
- |
| 19.13(Abnormal Operation as per Cl 19, IS 302-2-15) |
- |
500 |
|
- |
| 19.13(Abnormal Operation as per Cl 19, IS 302-1) |
- |
500 |
|
- |
| 19.13(Abnormal Operation as per Cl 19, IS 302-1) |
- |
500 |
|
- |
| 19.13(Abnormal Operation as per Cl 19, IS 302-1) |
- |
500 |
|
- |
| 20.1(Stability & Mechanical Hazards, IS 302-1) |
- |
500 |
|
- |
| 21.1(Mechanical Strength, IS 302-1) |
- |
500 |
|
- |
| 21.2(Mechanical Strength, IS 302-1) |
- |
500 |
|
- |
| 22.1(Construction, IS 302-1) |
- |
500 |
|
- |
| 22.7(Construction as per Cl 22.7, IS 3.02-2-15) |
- |
500 |
|
- |
| 22.107(Construction as per Cl 22.7, IS 3.02-2-15) |
- |
500 |
|
- |
| 22.108(Construction as per Cl 22.8, IS 3.02-2-15) |
- |
500 |
|
- |
| 23.1(Internal Wiring, IS 302-1) |
- |
500 |
|
- |
| 23.2(Internal Wiring, IS 302-1) |
- |
500 |
|
- |
| 23.4(Internal Wiring, IS 302-1) |
- |
500 |
|
- |
| 23.5(Internal Wiring, IS 302-1) |
- |
500 |
|
- |
| 23.6(Internal Wiring, IS 302-1) |
- |
500 |
|
- |
| 23.7(Internal Wiring, IS 302-1) |
- |
500 |
|
- |
| 23.8(Internal Wiring, IS 302-1) |
- |
500 |
|
- |
| 23.9(Internal Wiring, IS 302-1) |
- |
500 |
|
- |
| 23.1O(Internal Wiring, IS 302-1) |
- |
500 |
|
- |
| 25.1(Supply Connection and External Flexible Cords, IS 302-1) |
- |
500 |
|
- |
| 25.2(Supply Connection and External Flexible Cords, IS 302-1) |
- |
500 |
|
- |
| 25.5(Supply Connection and External Flexible Cords, IS 302-1) |
- |
500 |
|
- |
| 25.6(Supply Connection and External Flexible Cords, IS 302-1) |
- |
500 |
|
- |
| 25.8(Supply Connection and External Flexible Cords, IS 302-1) |
- |
500 |
|
- |
| 25.9(Supply Connection and External Flexible Cords, IS 302-1) |
- |
500 |
|
- |
| 25.1(Supply Connection and External Flexible Cords, IS 302-1) |
- |
500 |
|
- |
| 25.11(Supply Connection and External Flexible Cords, IS 302-1) |
- |
500 |
|
- |
| 25.12(Supply Connection and External Flexible Cords, IS 302-1) |
- |
500 |
|
- |
| 25.13(Supply Connection and External Flexible Cords, IS 302-1) |
- |
500 |
|
- |
| 25.14(Supply Connection and External Flexible Cords, IS 302-1) |
- |
500 |
|
- |
| 25.14(Supply Connection and External Flexible Cords, IS 302-1) |
- |
500 |
|
- |
| 25.15(Supply Connection and External Flexible Cords, IS 302-1) |
- |
500 |
|
- |
| 25.16(Supply Connection and External Flexible Cords, IS 302-1) |
- |
500 |
|
- |
| 25.17(Supply Connection and External Flexible Cords, IS 302-1) |
- |
500 |
|
- |
| 25.18(Supply Connection and External Flexible Cords, IS 302-1) |
- |
500 |
|
- |
| 25.19(Supply Connection and External Flexible Cords, IS 302-1) |
- |
500 |
|
- |
| 25.2(Supply Connection and External Flexible Cords, IS 302-1) |
- |
500 |
|
- |
| 25.21(Supply Connection and External Flexible Cords, IS 302-1) |
- |
500 |
|
- |
| 25.22(Supply Connection and External Flexible Cords, IS 302-1) |
- |
500 |
|
- |
| 26(Terminals for External Conductors, IS 302-1) |
- |
500 |
|
- |
| 27.1(Provision for Earthing, IS 302-1) |
- |
500 |
|
- |
| 27.2(Provision for Earthing, IS 302-1) |
- |
500 |
|
- |
| 27.3(Provision for Earthing, IS 302-1) |
- |
500 |
|
- |
| 27.4(Provision for Earthing, IS 302-1) |
- |
500 |
|
- |
| 27.5(Provision for Earthing, IS 302-1) |
- |
500 |
|
- |
| 28(Screws & Connections, IS 302-1) |
- |
500 |
|
- |
| 29.1(Clearances, Creepage distances and Solid Insulation, IS 302-1) |
- |
500 |
|
- |
| 29.2(Clearances, Creepage distances and Solid Insulation, IS 302-1) |
- |
500 |
|
- |
| 30.1(Resistance to Heat and Fire, IS 302-1) |
- |
500 |
|
- |
| 30.2(Resistance to Heat and Fire, IS 302-1) |
- |
500 |
|
- |
| 31(Resistance of Rusting, IS 302-1) |
- |
500 |
|
- |
| 6.0(Classification) |
- |
500 |
|
- |
| 7(Marking and instructions) |
- |
500 |
|
- |
| 8(Protection against live parts) |
- |
500 |
|
- |
| 9(STARTING OF MOTOR-OPERATED APPLIANCES) |
- |
500 |
|
- |
| 10(POWER INPUT AND CURRENT) |
- |
500 |
|
- |
| 11(HEATING) |
- |
500 |
|
- |
| 13(LEAKAGE CURRENT AND ELECTRIC STRENGTH AT OPERATING TEMPERATURE) |
- |
500 |
|
- |
| 14(TRANSIENT OVERVOLTAGES) |
- |
500 |
|
- |
| 15(MOISTURE RESISTANCE) |
- |
500 |
|
- |
| 16(LEAKAGE CURRENT AND ELECTRIC STRENGTH) |
- |
500 |
|
- |
| 17(OVERLOAD PROTECTION OF TRANSFORMERS AND ASSOCIATED CIRCUITS) |
- |
500 |
|
- |
| 18(ENDURANCE) |
- |
500 |
|
- |
| 19(ABNORMAL OPERATION) |
- |
500 |
|
- |
| 20(STABILITY AND MECHANICAL HAZARDS) |
- |
500 |
|
- |
| 21(MECHANICAL STRENGTH) |
- |
500 |
|
- |
| 22(CONSTRUCTION) |
- |
500 |
|
- |
| 23(INTERNAL WIRING) |
- |
500 |
|
- |
| 24(COMPONENTS) |
- |
500 |
|
- |
| 25(SUPPLY CONNECTION AND EXTERNAL FLEXIBLE CORDS) |
- |
500 |
|
- |
| 26(TERMINALS FOR EXTERNAL CONDUCTORS) |
- |
500 |
|
- |
| 27(PROVISION FOR EARTHING) |
- |
500 |
|
- |
| 28(SCREWS AND CONNECTIONS) |
- |
500 |
|
- |
| 29(CLEARANCES, CREEPAGE DISTANCES AND SOLID INSULATION) |
- |
500 |
|
- |
| 30(RESISTANCE TO HEAT AND FIRE) |
- |
500 |
|
- |
| 31(RESISTANCE TO RUSTING) |
- |
500 |
|
- |
| 32(RADIATION, TOXICITY AND SIMILAR HAZARDS) |
- |
500 |
|
- |
| 22.16(Automatic cord reel) |
- |
500 |
|
- |
| 22.32(Oxygen bomb for rubber material) |
- |
500 |
|
- |
| 22.47(Water pressure inlet) |
- |
500 |
|
- |
| 22.106(Interlocks) |
- |
500 |
|
- |
| 22.3(Flexing test) |
- |
500 |
|
- |
| 24(Components) |
- |
500 |
|
- |
| 19.11.4.1(Electrostatic discharges) |
- |
500 |
|
- |
| 19.11.4.3(Fast transient bursts) |
- |
500 |
|
- |
| 19.11.4.4(Surge immunity test) |
- |
500 |
|
- |
| 19.11.4.6(Class 3 Voltage dips and interruptions) |
- |
500 |
|
- |
| 19.11.4.7(Harmonics) |
- |
500 |
|
- |
| 4(General requirements) |
- |
500 |
|
- |
| 5(General Conditions of tests) |
- |
500 |
|
- |
| 6(Classification- IS 302-1) |
- |
500 |
|
- |
| 6(Classification- IS 302-1) |
- |
500 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
500 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
500 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
500 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
500 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
500 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
500 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
500 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
500 |
|
- |
| 7.1(Marking- IS 302-2-15) |
- |
500 |
|
- |
| 7.3(Marking- IS 302-1) |
- |
500 |
|
- |
| 7.4(Marking- IS 302-1) |
- |
500 |
|
- |
| 7.5(Marking- IS 302-1) |
- |
500 |
|
- |
| 7.6(Marking- IS 302-1) |
- |
500 |
|
- |
| 7.7(Marking- IS 302-1) |
- |
500 |
|
- |
| 7.8(Marking- IS 302-1) |
- |
500 |
|
- |
| 6(Classification- IS 302-1) |
- |
500 |
|
- |
| 6(Classification- IS 302-1) |
- |
500 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
500 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
500 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
500 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
500 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
500 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
500 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
500 |
|
- |
| Marking- IS 302-1(Marking- IS 302-1) |
- |
500 |
|
- |
| 7.1(Marking- IS 302-2-15) |
- |
500 |
|
- |
| 7.3(Marking- IS 302-1) |
- |
500 |
|
- |
| 7.4(Marking- IS 302-1) |
- |
500 |
|
- |
| 7.5(Marking- IS 302-1) |
- |
500 |
|
- |
| 7.6(Marking- IS 302-1) |
- |
500 |
|
- |
| 7.7(Marking- IS 302-1) |
- |
500 |
|
- |
| 7.8(Marking- IS 302-1) |
- |
500 |
|
- |
| 7.9(Marking- IS 302-1) |
- |
500 |
|
- |
| 7.1O(Marking- IS 302-1) |
- |
500 |
|
- |
| 7.11(Marking- IS 302-1) |
- |
500 |
|
- |
| 7.12(Marking- IS 302-2-15) |
- |
500 |
|
- |
| 7.12(Marking- IS 302-1) |
- |
500 |
|
- |
| 7.12.1(Marking- IS 302-1) |
- |
500 |
|
- |
| 7.12.3(Marking- IS 302-1) |
- |
500 |
|
- |
| 7.12.5(Marking- IS 302-1) |
- |
500 |
|
- |
| 7.12.6(Marking- IS 302-1) |
- |
500 |
|
- |
| 7.13(Marking- IS 302-1) |
- |
500 |
|
- |
| 7.14(Marking- IS 302-1) |
- |
500 |
|
- |
| 7.15(Marking- IS 302-1) |
- |
500 |
|
- |
| 7.101(Marking- IS 302-2-15) |
- |
500 |
|
- |
| 8(Protection Against Electric Shock, IS 302-1) |
- |
500 |
|
- |
| 10(Power Input and Current, IS 302-1) |
- |
500 |
|
- |
| 11(Heating, IS 302-1) |
- |
500 |
|
- |
| 11(Heating, IS 302-1) |
- |
500 |
|
- |
| 11(Heating, IS 302-1) |
- |
500 |
|
- |
| 11(Heating, IS 302-1) |
- |
500 |
|
- |
| 13(Electrical Insulation and Leakage Current at Operating Temperature: Leakage current, IS 302-1) |
- |
500 |
|
- |
| 13(Electrical Insulation and Leakage Current at Operating Temperature: High Voltage, IS 302-1) |
- |
500 |
|
- |
| 15.1(Moisture Resistance, IS 302-1) |
- |
500 |
|
- |
| 15.2(Spillage test as 15.2, IS 3.02-1 & 302-2-15) |
- |
500 |
|
- |
| 16(Leakage current as per Cl 16, IS 302-1) |
- |
500 |
|
- |
| 16(electric strength as per Cl 16, IS 302-1) |
- |
500 |
|
- |
| 17(Overload protection of Transformers and Associated Circuits, IS 302-1) |
- |
500 |
|
- |
| 19.13(Abnormal Operation as per Cl 19, IS 302-2-15) |
- |
500 |
|
- |
| 19.13(Abnormal Operation as per Cl 19, IS 302-1) |
- |
500 |
|
- |
| 19.13(Abnormal Operation as per Cl 19, IS 302-1) |
- |
500 |
|
- |
| 19.13(Abnormal Operation as per Cl 19, IS 302-1) |
- |
500 |
|
- |
| 20.1(Stability & Mechanical Hazards, IS 302-1) |
- |
500 |
|
- |
| 21.1(Mechanical Strength, IS 302-1) |
- |
500 |
|
- |
| 21.2(Mechanical Strength, IS 302-1) |
- |
500 |
|
- |
| 22.1(Construction, IS 302-1) |
- |
500 |
|
- |
| 22.7(Construction as per Cl 22.7, IS 3.02-2-15) |
- |
500 |
|
- |
| 22.107(Construction as per Cl 22.7, IS 3.02-2-15) |
- |
500 |
|
- |
| 22.108(Construction as per Cl 22.8, IS 3.02-2-15) |
- |
500 |
|
- |
| 23.1(Internal Wiring, IS 302-1) |
- |
500 |
|
- |
| 23.2(Internal Wiring, IS 302-1) |
- |
1000 |
|
- |
| 23.4(Internal Wiring, IS 302-1) |
- |
500 |
|
- |
| 23.5(Internal Wiring, IS 302-1) |
- |
500 |
|
- |
| 23.6(Internal Wiring, IS 302-1) |
- |
500 |
|
- |
| 23.7(Internal Wiring, IS 302-1) |
- |
500 |
|
- |
| 23.8(Internal Wiring, IS 302-1) |
- |
500 |
|
- |
| 23.9(Internal Wiring, IS 302-1) |
- |
500 |
|
- |
| 23.1O(Internal Wiring, IS 302-1) |
- |
500 |
|
- |
| 25.1(Supply Connection and External Flexible Cords, IS 302-1) |
- |
500 |
|
- |
| 25.2(Supply Connection and External Flexible Cords, IS 302-1) |
- |
500 |
|
- |
| 25.5(Supply Connection and External Flexible Cords, IS 302-1) |
- |
500 |
|
- |
| 25.6(Supply Connection and External Flexible Cords, IS 302-1) |
- |
500 |
|
- |
| 25.8(Supply Connection and External Flexible Cords, IS 302-1) |
- |
500 |
|
- |
| 25.9(Supply Connection and External Flexible Cords, IS 302-1) |
- |
500 |
|
- |
| 25.1(Supply Connection and External Flexible Cords, IS 302-1) |
- |
500 |
|
- |
| 25.11(Supply Connection and External Flexible Cords, IS 302-1) |
- |
500 |
|
- |
| 25.12(Supply Connection and External Flexible Cords, IS 302-1) |
- |
500 |
|
- |
| 25.13(Supply Connection and External Flexible Cords, IS 302-1) |
- |
500 |
|
- |
| 25.14(Supply Connection and External Flexible Cords, IS 302-1) |
- |
500 |
|
- |
| 25.14(Supply Connection and External Flexible Cords, IS 302-1) |
- |
500 |
|
- |
| 25.15(Supply Connection and External Flexible Cords, IS 302-1) |
- |
500 |
|
- |
| 25.16(Supply Connection and External Flexible Cords, IS 302-1) |
- |
500 |
|
- |
| 25.17(Supply Connection and External Flexible Cords, IS 302-1) |
- |
500 |
|
- |
| 25.18(Supply Connection and External Flexible Cords, IS 302-1) |
- |
500 |
|
- |
| 25.19(Supply Connection and External Flexible Cords, IS 302-1) |
- |
500 |
|
- |
| 25.2(Supply Connection and External Flexible Cords, IS 302-1) |
- |
500 |
|
- |
| 25.21(Supply Connection and External Flexible Cords, IS 302-1) |
- |
500 |
|
- |
| 25.22(Supply Connection and External Flexible Cords, IS 302-1) |
- |
500 |
|
- |
| 26(Terminals for External Conductors, IS 302-1) |
- |
500 |
|
- |
| 27.1(Provision for Earthing, IS 302-1) |
- |
1000 |
|
- |
| 27.2(Provision for Earthing, IS 302-1) |
- |
1000 |
|
- |
| 27.3(Provision for Earthing, IS 302-1) |
- |
1000 |
|
- |
| 27.4(Provision for Earthing, IS 302-1) |
- |
1000 |
|
- |
| 27.5(Provision for Earthing, IS 302-1) |
- |
1000 |
|
- |
| 28(Screws & Connections, IS 302-1) |
- |
500 |
|
- |
| 29.1(Clearances, Creepage distances and Solid Insulation, IS 302-1) |
- |
1000 |
|
- |
| 29.2(Clearances, Creepage distances and Solid Insulation, IS 302-1) |
- |
1000 |
|
- |
| 30.1(Resistance to Heat and Fire, IS 302-1) |
- |
1000 |
|
- |
| 30.2(Resistance to Heat and Fire, IS 302-1) |
- |
1000 |
|
- |
| 31(Resistance of Rusting, IS 302-1) |
- |
1000 |
|
- |
|
15 Oct, 2027 |
- w.e.f 17.12.2024 Exclusion: 19.11.4.2 (Radiated fields), 19.11.4.5 (Immunity to conducted discharges). |
| 7636 |
EKO PRO ENGINEERS PRIVATE LIMITED (32/41), GHAZIABAD
| 9179706
| IS 11673 : Part 2 (2019) |
Sodium hypochlorite solution - Specification: Part 2 water treatment use (Second Revision) |
- |
22000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl. 4.3, Table-1, Sr.no. 1(Relative density (at 25o/25oC)) |
- |
1000 |
|
- |
| Cl. 4.3, Table-1, Sr.no. 2(Available Chlorine(as Cl2)) |
- |
1000 |
|
- |
| Cl. 4.3, Table-1, Sr.no. 3(Total Chlorine(as Cl2)) |
- |
1000 |
|
- |
| Cl. 4.3, Table-1, Sr.no. 4(Free alkali( as NaOH),) |
- |
1000 |
|
- |
| Cl. 4.3, Table-1, Sr.no. 5(Free Sodium Carbonate (as Na2CO3)) |
- |
1000 |
|
- |
| Cl. 4.3, Table-1, Sr.no. 6(Iron (as Fe)) |
- |
1200 |
|
- |
| Cl. 4.3, Table-1, Sr.no. 7(Sodium Chlorate ( as NaClO3),) |
- |
1000 |
|
- |
| Cl. 4.3, Table-1, Sr.no. 8(Lead (as Pb)) |
- |
1200 |
|
- |
| Cl. 4.3, Table-1, Sr.no. 9(Arsenic (as As)) |
- |
1200 |
|
- |
| Cl. 4.3, Table-1, Sr.no. 10(Mercury (as Hg)) |
- |
1500 |
|
- |
| Cl. 4.3, Table-1, Sr.no. 11(Manganese (as Mn)) |
- |
1200 |
|
- |
| Cl. 4.3, Table-1, Sr.no. 12(Total chromium (as Cr)) |
- |
1200 |
|
- |
| Cl. 4.3, Table-1, Sr.no. 13(Cadmium (as Cd)) |
- |
1200 |
|
- |
| Cl. 4.3, Table-1, Sr.no. 2(Available Chlorine(as Cl2)) |
- |
1000 |
|
- |
| Cl. 4.3, Table-1, Sr.no. 3(Total Chlorine(as Cl2)) |
- |
1000 |
|
- |
| Cl. 4.3, Table-1, Sr.no. 4(Free alkali( as NaOH),) |
- |
1000 |
|
- |
| Cl. 4.3, Table-1, Sr.no. 5(Free Sodium Carbonate (as Na2CO3)) |
- |
1000 |
|
- |
| Cl. 4.3, Table-1, Sr.no. 6(Iron (as Fe)) |
- |
0 |
|
Testing Charges Already Given |
| Cl. 4.3, Table-1, Sr.no. 7(Sodium Chlorate ( as NaClO3),) |
- |
0 |
|
Testing Charges Already Given |
| Cl. 4.3, Table-1, Sr.no. 8(Lead (as Pb)) |
- |
0 |
|
Testing Charges Already Given |
| Cl. 4.3, Table-1, Sr.no. 9(Arsenic (as As)) |
- |
0 |
|
Testing Charges Already Given |
| Cl. 4.3, Table-1, Sr.no. 10(Mercury (as Hg)) |
- |
0 |
|
Testing Charges Already Given |
| Cl. 4.3, Table-1, Sr.no. 11(Manganese (as Mn)) |
- |
0 |
|
Testing Charges Already Given |
| Cl. 4.3, Table-1, Sr.no. 12(Total chromium (as Cr)) |
- |
0 |
|
Testing Charges Already Given |
| Cl. 4.3, Table-1, Sr.no. 13(Cadmium (as Cd)) |
- |
0 |
|
Testing Charges Already Given |
| Cl. 4.3, Table-1, Sr.no. 14(Selenium (as Se)) |
- |
0 |
|
Testing Charges Already Given |
| Cl. 4.3, Table-1, Sr.no. 14(Selenium (as Se)) |
- |
0 |
|
Testing Charges Already Given |
| Cl. 4.3, Table-1, Sr.no. 1(Relative density (at 25o/25oC)) |
- |
0 |
|
Testing Charges Already Given |
| Cl. 4.3, Table-1, Sr.no. 1(Relative density (at 25o/25oC)) |
- |
0 |
|
- |
| Cl. 4.3, Table-1, Sr.no. 2(Available Chlorine(as Cl2)) |
- |
0 |
|
- |
| Cl. 4.3, Table-1, Sr.no. 3(Total Chlorine(as Cl2)) |
- |
0 |
|
- |
| Cl. 4.3, Table-1, Sr.no. 4(Free alkali( as NaOH),) |
- |
0 |
|
- |
| Cl. 4.3, Table-1, Sr.no. 5(Free Sodium Carbonate (as Na2CO3)) |
- |
0 |
|
- |
| Cl. 4.3, Table-1, Sr.no. 6(Iron (as Fe)) |
- |
0 |
|
- |
| Cl. 4.3, Table-1, Sr.no. 7(Sodium Chlorate ( as NaClO3),) |
- |
0 |
|
- |
| Cl. 4.3, Table-1, Sr.no. 8(Lead (as Pb)) |
- |
0 |
|
- |
| Cl. 4.3, Table-1, Sr.no. 9(Arsenic (as As)) |
- |
0 |
|
- |
| Cl. 4.3, Table-1, Sr.no. 10(Mercury (as Hg)) |
- |
0 |
|
- |
| Cl. 4.3, Table-1, Sr.no. 11(Manganese (as Mn)) |
- |
0 |
|
- |
| Cl. 4.3, Table-1, Sr.no. 12(Total chromium (as Cr)) |
- |
0 |
|
- |
| Cl. 4.3, Table-1, Sr.no. 13(Cadmium (as Cd)) |
- |
0 |
|
- |
| Cl. 4.3, Table-1, Sr.no. 2(Available Chlorine(as Cl2)) |
- |
0 |
|
- |
| Cl. 4.3, Table-1, Sr.no. 3(Total Chlorine(as Cl2)) |
- |
0 |
|
- |
| Cl. 4.3, Table-1, Sr.no. 4(Free alkali( as NaOH),) |
- |
0 |
|
- |
| Cl. 4.3, Table-1, Sr.no. 5(Free Sodium Carbonate (as Na2CO3)) |
- |
0 |
|
- |
| Cl. 4.3, Table-1, Sr.no. 6(Iron (as Fe)) |
- |
0 |
|
- |
| Cl. 4.3, Table-1, Sr.no. 7(Sodium Chlorate ( as NaClO3),) |
- |
0 |
|
- |
| Cl. 4.3, Table-1, Sr.no. 8(Lead (as Pb)) |
- |
0 |
|
- |
| Cl. 4.3, Table-1, Sr.no. 9(Arsenic (as As)) |
- |
0 |
|
- |
| Cl. 4.3, Table-1, Sr.no. 10(Mercury (as Hg)) |
- |
0 |
|
- |
| Cl. 4.3, Table-1, Sr.no. 11(Manganese (as Mn)) |
- |
0 |
|
- |
| Cl. 4.3, Table-1, Sr.no. 12(Total chromium (as Cr)) |
- |
0 |
|
- |
| Cl. 4.3, Table-1, Sr.no. 13(Cadmium (as Cd)) |
- |
0 |
|
- |
| Cl. 4.3, Table-1, Sr.no. 14(Selenium (as Se)) |
- |
0 |
|
- |
| Cl. 4.3, Table-1, Sr.no. 14(Selenium (as Se)) |
- |
0 |
|
- |
| Cl. 4.3, Table-1, Sr.no. 1(Relative density (at 25o/25oC)) |
- |
0 |
|
- |
| Cl. 4.3, Table-1, Sr.no. 1(Relative density (at 25o/25oC)) |
- |
0 |
|
- |
| Cl. 4.3, Table-1, Sr.no. 2(Available Chlorine(as Cl2)) |
- |
0 |
|
- |
| Cl. 4.3, Table-1, Sr.no. 3(Total Chlorine(as Cl2)) |
- |
0 |
|
- |
| Cl. 4.3, Table-1, Sr.no. 4(Free alkali( as NaOH),) |
- |
0 |
|
- |
| Cl. 4.3, Table-1, Sr.no. 5(Free Sodium Carbonate (as Na2CO3)) |
- |
0 |
|
- |
| Cl. 4.3, Table-1, Sr.no. 6(Iron (as Fe)) |
- |
0 |
|
- |
| Cl. 4.3, Table-1, Sr.no. 7(Sodium Chlorate ( as NaClO3),) |
- |
0 |
|
- |
| Cl. 4.3, Table-1, Sr.no. 8(Lead (as Pb)) |
- |
0 |
|
- |
| Cl. 4.3, Table-1, Sr.no. 9(Arsenic (as As)) |
- |
0 |
|
- |
| Cl. 4.3, Table-1, Sr.no. 10(Mercury (as Hg)) |
- |
0 |
|
- |
| Cl. 4.3, Table-1, Sr.no. 11(Manganese (as Mn)) |
- |
0 |
|
- |
| Cl. 4.3, Table-1, Sr.no. 12(Total chromium (as Cr)) |
- |
0 |
|
- |
| Cl. 4.3, Table-1, Sr.no. 13(Cadmium (as Cd)) |
- |
0 |
|
- |
| Cl. 4.3, Table-1, Sr.no. 2(Available Chlorine(as Cl2)) |
- |
0 |
|
- |
| Cl. 4.3, Table-1, Sr.no. 3(Total Chlorine(as Cl2)) |
- |
0 |
|
- |
| Cl. 4.3, Table-1, Sr.no. 4(Free alkali( as NaOH),) |
- |
0 |
|
- |
| Cl. 4.3, Table-1, Sr.no. 5(Free Sodium Carbonate (as Na2CO3)) |
- |
0 |
|
- |
| Cl. 4.3, Table-1, Sr.no. 6(Iron (as Fe)) |
- |
0 |
|
- |
| Cl. 4.3, Table-1, Sr.no. 7(Sodium Chlorate ( as NaClO3),) |
- |
0 |
|
- |
| Cl. 4.3, Table-1, Sr.no. 8(Lead (as Pb)) |
- |
0 |
|
- |
| Cl. 4.3, Table-1, Sr.no. 9(Arsenic (as As)) |
- |
0 |
|
- |
| Cl. 4.3, Table-1, Sr.no. 10(Mercury (as Hg)) |
- |
0 |
|
- |
| Cl. 4.3, Table-1, Sr.no. 11(Manganese (as Mn)) |
- |
0 |
|
- |
| Cl. 4.3, Table-1, Sr.no. 12(Total chromium (as Cr)) |
- |
0 |
|
- |
| Cl. 4.3, Table-1, Sr.no. 13(Cadmium (as Cd)) |
- |
0 |
|
- |
| Cl. 4.3, Table-1, Sr.no. 14(Selenium (as Se)) |
- |
0 |
|
- |
| Cl. 4.3, Table-1, Sr.no. 14(Selenium (as Se)) |
- |
0 |
|
- |
| Cl. 4.3, Table-1, Sr.no. 1(Relative density (at 25o/25oC)) |
- |
0 |
|
- |
|
- |
- Included w.e.f.19.12.2024 |
| 7637 |
Global Testing Laboratory Private limited, Ghaziabad
| 8184306
| IS 398 : Part 2 (1996) |
Aluminium conductors for overhead transmission purposes - Specification: Part 2 aluminium conuuctors, galvanized steel - Reinforced (Third Revision) |
- |
7000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 8.1.1 & 13.2 Table-1 (mech)(Diameter of Aluminium Wires Before Stranding) |
- |
500 |
|
- |
| 8.1.1 & 13.2 Table 2 (mech)(Diameter of Steel Wires Before Stranding) |
- |
500 |
|
- |
| 8.1.1 & 13.2 Table-1 (mech)(Diameter of Aluminium Wires After Stranding) |
- |
500 |
|
- |
| 8.1.1 & 13.2 Table 2 (mech)(Diameter of Steel Wires After Stranding) |
- |
500 |
|
- |
| 10 (elec)(Stranding) |
- |
500 |
|
- |
| 10 (elec)(Stranding) |
- |
500 |
|
- |
| 10 (elec)(Stranding) |
- |
500 |
|
- |
| 10 (mech)(Stranding) |
- |
500 |
|
- |
| 13.3 Table 1 (mech)(Breaking Load of Aluminium Wires Before Stranding) |
- |
500 |
|
- |
| 13.3 Table 2 (mech)(Breaking Load of Steel Wires Before Stranding) |
- |
1000 |
|
- |
| 13.3 Table 1 (mech)(Breaking Load of Aluminium Wires After Stranding) |
- |
1000 |
|
- |
| 13.3 Table 2 (mech)(Breaking Load of Steel Wires After Stranding) |
- |
1000 |
|
- |
| 13.4.1 (mech)(Ductility by Torsion Test before stranding) |
- |
1000 |
|
- |
| 13.4.1 (mech)(Ductility by Torsion Test before stranding) |
- |
1000 |
|
- |
| 13.4.1 (mech)(Ductility by Torsion Test after stranding) |
- |
1000 |
|
- |
| 13.4.1 (mech)(Ductility by Torsion Test after stranding) |
- |
1000 |
|
- |
| 13.4.2 (elec)(Ductility by Elongation Test before stranding) |
- |
500 |
|
- |
| 13.4.2 (elec)(Ductility by Elongation Test after stranding) |
- |
500 |
|
- |
| 13.5.1 (mech)(Wrapping Test Aluminium Wires Before Stranding) |
- |
500 |
|
- |
| 13.5.1 (mech)(Wrapping Test Aluminium Wires After Stranding) |
- |
500 |
|
- |
| 13.5.2 (mech)(Wrapping Test Galvanized Steel Wires Before Stranding) |
- |
500 |
|
- |
| 13.5.2 (mech)(Wrapping Test Galvanized Steel Wires After Stranding) |
- |
500 |
|
- |
| 13.6 (elec)(Resistance test-Aluminium wire before Stranding) |
- |
1000 |
|
- |
| 13.6 (elec)(Resistance test-Aluminium wire after stranding) |
- |
1000 |
|
- |
| 13.7.2 (chem)(Mass of Zinc coating) |
- |
1000 |
|
- |
| 13.7.2 (chem)(Uniformity of Zinc coating) |
- |
1000 |
|
- |
| 13.8 Table-4 (mech)(Lay Ratio- Aluminium Wire Outermost Layer) |
- |
500 |
|
- |
| 13.8 Table-4 (mech)(Lay Ratio- Aluminium Wire Layer Immediately Beneath Outermost Layer) |
- |
500 |
|
- |
| 13.8 Table-4 (mech)(Lay Ratio- Aluminium Wire Innermost Layer of Conductors with 3 Aluminium Wire Layers) |
- |
500 |
|
- |
| 13.8 Table-4 (mech)(Lay Ratio- Steel Core (6 Wire Layer)) |
- |
500 |
|
- |
| 13.9 (elec)(Surface condition test) |
- |
0 |
|
- |
| 13.10 (elec)(Ultimate breaking load) |
- |
0 |
|
- |
| 13.11 (elec)(Stress-strain test) |
- |
0 |
|
- |
| 13.8 Table-4 (elec)(Lay Ratio- Steel Core (6 Wire Layer)) |
- |
500 |
|
- |
| 13.8 Table-4 (elec)(Lay Ratio- Steel Core (6 Wire Layer)) |
- |
500 |
|
- |
| 13.8 Table-4 (elec)(Lay Ratio- Aluminium Wire Innermost Layer of Conductors with 3 Aluminium Wire Layers) |
- |
500 |
|
- |
| 13.8 Table-4 (elec)(Lay Ratio- Aluminium Wire Layer Immediately Beneath Outermost Layer) |
- |
500 |
|
- |
| 13.8 Table-4 (elec)(Lay Ratio- Aluminium Wire Outermost Layer) |
- |
500 |
|
- |
| 13.7.2 (elec)(Uniformity of Zinc coating) |
- |
1000 |
|
- |
| 13.7.2 (elec)(Mass of Zinc coating) |
- |
1000 |
|
- |
| 13.5.2 (elec)(Wrapping Test Galvanized Steel Wires After Stranding) |
- |
1000 |
|
- |
| 13.5.2 (elec)(Wrapping Test Galvanized Steel Wires Before Stranding) |
- |
500 |
|
- |
| 13.5.1 (elec)(Wrapping Test Aluminium Wires After Stranding) |
- |
500 |
|
- |
| 13.5.1 (elec)(Wrapping Test Aluminium Wires Before Stranding) |
- |
500 |
|
- |
| 13.4.1 (elec)(Ductility by Torsion Test after stranding) |
- |
1000 |
|
- |
| 13.4.1 (elec)(Ductility by Torsion Test after stranding) |
- |
1000 |
|
- |
| 13.4.1 (elec)(Ductility by Torsion Test after stranding) |
- |
1000 |
|
- |
| 13.4.1 (elec)(Ductility by Torsion Test after stranding) |
- |
1000 |
|
- |
| 13.3 Table 2 (elec)(Breaking Load of Steel Wires After Stranding) |
- |
1000 |
|
- |
| 13.3 Table 1 (elec)(Breaking Load of Steel Wires After Stranding) |
- |
1000 |
|
- |
| 13.3 Table 2 (elec)(Breaking Load of Steel Wires Before Stranding) |
- |
1000 |
|
- |
| 13.3 Table 1 (elec)(Breaking Load of Steel Wires Before Stranding) |
- |
1000 |
|
- |
| 8.1.1 & 13.2 Table-1 (elec)(Diameter of Aluminium Wires Before Stranding) |
- |
500 |
|
- |
| 8.1.1 & 13.2 Table 2 (elec)(Diameter of Steel Wires Before Stranding) |
- |
500 |
|
- |
| 8.1.1 & 13.2 Table-1 (elec)(Diameter of Aluminium Wires After Stranding) |
- |
500 |
|
- |
| 8.1.1 & 13.2 Table 2 (elec)(Diameter of Steel Wires After Stranding) |
- |
500 |
|
- |
| 13.8 Table-4 (elec)(Lay Ratio- Steel Core (6 Wire Layer)) |
- |
500 |
|
- |
| 13.8 Table-4 (elec)(Lay Ratio- Aluminium Wire Innermost Layer of Conductors with 3 Aluminium Wire Layers) |
- |
500 |
|
- |
| 13.8 Table-4 (elec)(Lay Ratio- Aluminium Wire Layer Immediately Beneath Outermost Layer) |
- |
500 |
|
- |
| 13.8 Table-4 (elec)(Lay Ratio- Aluminium Wire Outermost Layer) |
- |
500 |
|
- |
| 13.7.2 (elec)(Uniformity of Zinc coating) |
- |
1000 |
|
- |
| 13.7.2 (elec)(Mass of Zinc coating) |
- |
1000 |
|
- |
| 13.5.2 (elec)(Wrapping Test Galvanized Steel Wires After Stranding) |
- |
500 |
|
- |
| 13.5.2 (elec)(Wrapping Test Galvanized Steel Wires Before Stranding) |
- |
500 |
|
- |
| 13.5.1 (elec)(Wrapping Test Aluminium Wires After Stranding) |
- |
500 |
|
- |
| 13.5.1 (elec)(Wrapping Test Aluminium Wires Before Stranding) |
- |
500 |
|
- |
| 13.4.1 (elec)(Ductility by Torsion Test after stranding) |
- |
1000 |
|
- |
| 13.4.1 (elec)(Ductility by Torsion Test after stranding) |
- |
1000 |
|
- |
| 13.4.1 (elec)(Ductility by Torsion Test before stranding) |
- |
1000 |
|
- |
| 13.4.1 (elec)(Ductility by Torsion Test before stranding) |
- |
1000 |
|
- |
| 13.3 Table 2 (elec)(Breaking Load of Steel Wires After Stranding) |
- |
1000 |
|
- |
| 13.3 Table 1 (elec)(Breaking Load of Aluminium Wires After Stranding) |
- |
1000 |
|
- |
| 13.3 Table 2 (elec)(Breaking Load of Steel Wires Before Stranding) |
- |
1000 |
|
- |
| 13.3 Table 1 (elec)(Breaking Load of Aluminium Wires Before Stranding) |
- |
1000 |
|
- |
| 10 (elec)(Stranding) |
- |
500 |
|
- |
| 8.1.1 & 13.2 Table 2 (elec)(Diameter of Steel Wires After Stranding) |
- |
500 |
|
- |
| 8.1.1 & 13.2 Table-1 (elec)(Diameter of Aluminium Wires After Stranding) |
- |
500 |
|
- |
| 8.1.1 & 13.2 Table 2 (elec)(Diameter of Steel Wires Before Stranding) |
- |
500 |
|
- |
| 8.1.1 & 13.2 Table-1 (elec)(Diameter of Aluminium Wires Before Stranding) |
- |
500 |
|
- |
| 4.1(Resistivity) |
- |
1000 |
|
- |
| 4.2(Density) |
- |
500 |
|
- |
| 4.3(Constant-Mass Temperature Coefficient of Resistance) |
- |
1000 |
|
- |
| 4.4(Coefficient of Linear Expansion) |
- |
1000 |
|
- |
| 5.1(Density) |
- |
1000 |
|
- |
| 5.2(Coefficient of Linear Expansion) |
- |
1000 |
|
- |
| 14.2(a), 8.2.1(Sizes) |
- |
500 |
|
- |
| 7(FREEDOM FROM DEFECTS) |
- |
1000 |
|
- |
| 6.2(zinc Purity) |
- |
1000 |
|
- |
| 9(Joint in wires) |
- |
500 |
|
- |
| 6.1.1(Aluminum wires shall conform to IS 5484) |
- |
500 |
|
- |
| 6.1.2(The mechanical properties of wire
shall comply with the requirements given in Table 2) |
- |
1000 |
|
- |
| 6.2(It shall conform to and satisfy all the requirements
of IS 209) |
- |
500 |
|
- |
| 8.2.2(Calculated resistance) |
- |
1000 |
|
- |
| Cl-9.2.5(Welded joint strength) |
- |
1000 |
|
- |
| 8.1.1 & 13.2 Table-1(Diameter of Aluminium Wires Before Stranding) |
- |
500 |
|
- |
| 8.1.1 & 13.2 Table 2(Diameter of Steel Wires Before Stranding) |
- |
500 |
|
- |
| 8.1.1 & 13.2 Table-1(Diameter of Aluminium Wires After Stranding) |
- |
500 |
|
- |
| 8.1.1 & 13.2 Table 2(Diameter of Steel Wires After Stranding) |
- |
500 |
|
- |
| 10(Stranding) |
- |
500 |
|
- |
| 13.3 Table 1(Breaking Load of Aluminium Wires Before Stranding) |
- |
1000 |
|
- |
| 13.3 Table 2(Breaking Load of Steel Wires Before Stranding) |
- |
1000 |
|
- |
| 13.3 Table 1(Breaking Load of Aluminium Wires After Stranding) |
- |
1000 |
|
- |
| 13.3 Table 2(Breaking Load of Steel Wires After Stranding) |
- |
1000 |
|
- |
| 13.4.1(Ductility by Torsion Test before stranding) |
- |
1000 |
|
- |
| 13.4.1(Ductility by Torsion Test before stranding) |
- |
1000 |
|
- |
| 13.4.1(Ductility by Torsion Test after stranding) |
- |
1000 |
|
- |
| 13.4.1(Ductility by Torsion Test after stranding) |
- |
1000 |
|
- |
| 13.5.1(Wrapping Test Aluminium Wires Before Stranding) |
- |
500 |
|
- |
| 13.5.1(Wrapping Test Aluminium Wires After Stranding) |
- |
500 |
|
- |
| 13.5.2(Wrapping Test Galvanized Steel Wires Before Stranding) |
- |
500 |
|
- |
| 13.8 Table-4(Lay Ratio- Aluminium Wire Outermost Layer) |
- |
500 |
|
- |
| 13.8 Table-4(Lay Ratio- Aluminium Wire Layer Immediately Beneath Outermost Layer) |
- |
500 |
|
- |
| 13.8 Table-4(Lay Ratio- Aluminium Wire Innermost Layer of Conductors with 3 Aluminium Wire Layers) |
- |
500 |
|
- |
| 13.8 Table-4(Lay Ratio- Steel Core (6 Wire Layer)) |
- |
500 |
|
- |
| 13.7(Galvanising test Dip test for uniformity of coating) |
- |
1000 |
|
- |
| 13.7(Galvanising test Dip test for uniformity of coating) |
- |
1000 |
|
- |
| 13.7(Weight of Zinc Coating [g/m²]) |
- |
1000 |
|
- |
| 13.7(Weight of Zinc Coating [g/m²]) |
- |
1000 |
|
- |
| 7.1(Freedom from Defects) |
- |
1000 |
|
- |
| 9(Joint in Wire) |
- |
1000 |
|
- |
| 13.5.2(Wrapping Test Galvanized Steel Wires After Stranding) |
- |
500 |
|
- |
|
11 Mar, 2028 |
- Exclusion: Cl.13.9 (Surface condition test), Cl.13.10 (Ultimate breaking load), Cl.13.11 (Stress-Strain test) |
| 7638 |
Global Testing Laboratory Private limited, Ghaziabad
| 8184306
| IS 398 : Part 1 (1996) |
Aluminium conductors for overhead transmission purposes - Specification: Part 1 aluminium stranded conductors (Third Revision) |
- |
7000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 12.2, Table-1(Measurement of diameter of individual aluminium wire) |
- |
1000 |
|
- |
| 12.3, Table-1(Breaking load before stranding) |
- |
1000 |
|
- |
| 12.3, Table-1(Breaking load after stranding) |
- |
1000 |
|
- |
| 12.4(Wrapping test) |
- |
1000 |
|
- |
| 12.5, Table 1(Resistance test) |
- |
1000 |
|
- |
| 12.6, Table 3(Measurement of lay ratio) |
- |
1000 |
|
- |
| 9.3(Stranding) |
- |
500 |
|
- |
| 6(Freedom from defects) |
- |
500 |
|
- |
| 7.2.1(Sizes) |
- |
500 |
|
- |
| 8, 8.1, 8.2(Joint in wires, except during stranding) |
- |
500 |
|
- |
| 9.2(Lay ratio) |
- |
1000 |
|
- |
| 9.4(Multiple layer of wires) |
- |
500 |
|
- |
| 4.1(Resistivity) |
- |
1000 |
|
- |
| 4.2(Density) |
- |
1000 |
|
- |
| 4.3(Constant-Mass Temperature Coefficient of Resistance) |
- |
1000 |
|
- |
| 4.4(Coefficient of Linear Expansion) |
- |
1000 |
|
- |
| 5(Material) |
- |
500 |
|
- |
| 7.1.1(Nominal Sizes) |
- |
500 |
|
- |
| 7.2.2(Resistance) |
- |
1000 |
|
- |
|
11 Mar, 2028 |
- - |
| 7639 |
Global Testing Laboratory Private limited, Ghaziabad
| 8184306
| IS 9857 (1990) |
Welding cables - Specification (First Revision) |
- |
7000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 4(Conductor : Material ) |
- |
500 |
|
- |
| 5(SEPARATOR) |
- |
500 |
|
- |
| 6(COVERING) |
- |
500 |
|
- |
| 7(CONDUCTOR : CONSTRUCTION ) |
- |
500 |
|
- |
| 8(S E P A R A T O R) |
- |
500 |
|
- |
| 9.1(C O V E R I N G : Application ) |
- |
500 |
|
- |
| 9.2(T h i c k n e s s o f C o v e r i n g) |
- |
500 |
|
- |
| 9.3(T o l e r a n c e on Thickness o f C o v e r i n g) |
- |
500 |
|
- |
| 9.4(A p p l i c a t i o n of C o v e r i n g) |
- |
500 |
|
- |
| 9.5(Colour of C o v e r i n g) |
- |
500 |
|
- |
| 10.1 a) 1)(Annealing test - IS 10810: Part 1) |
- |
500 |
|
- |
| 10.1 a) 2)(Conductor resistance tes - IS 10810 : Part 5) |
- |
1000 |
|
- |
| 10.1 c) 1)(Physical tests for
covering : Tensile strength ) |
- |
1000 |
|
- |
| 10.1 c) 1)(Physical tests for
covering : Elongation at break ) |
- |
1000 |
|
- |
| 10.1 c) 2)(Physical tests for
covering - Ageing in Air oven : Tensile strength variation) |
- |
2000 |
|
- |
| 10.1 c) 2)(Physical tests for
covering -Ageing in Air oven : Elongation at break ) |
- |
2000 |
|
- |
| 10.1 c) 2)(Physical tests for
covering - Ageing in Air oven : Tensile strength ) |
- |
2000 |
|
- |
| 10.1 c) 2)(Physical tests for
covering -Ageing in Air oven : Elongation variation at break ) |
- |
2000 |
|
- |
| 10.1 c) 3)(Physical tests for
covering - Ageing in Air Bomb : Tensile strength variation ) |
- |
2000 |
|
- |
| 10.1 c) 3)(Physical tests for
covering -Ageing in Air Bomb : Elongation variation at break ) |
- |
2000 |
|
- |
| 10.1 c) 4)(Physical tests for
covering - Oil Resistance : Tensile strength variation ) |
- |
2000 |
|
- |
| 10.1 c) 4)(Physical tests for
covering - Oil Resistance : Elongation variation at break ) |
- |
2000 |
|
- |
| 10.1 c) 5)(Hot set test ) |
- |
1000 |
|
- |
| 10.1 c) 5)(Permanent set ) |
- |
1000 |
|
- |
| 11.1(High Voltage Test ( Water Immersion
Test )) |
- |
1000 |
|
- |
| 11.2(Spark Test) |
- |
500 |
|
- |
| 11.3(Static Flexibility Test) |
- |
1000 |
|
- |
| 11.4(Flammability Test) |
- |
1000 |
|
- |
| 12.1(Manufacturer's Identification) |
- |
500 |
|
- |
| 12.2(Cable Identification) |
- |
500 |
|
- |
| 12.3(Cable Code) |
- |
500 |
|
- |
| 13.1(Packing ) |
- |
500 |
|
- |
| 13.2(Marking) |
- |
500 |
|
- |
| 14(CABLE RATINGS) |
- |
500 |
|
- |
| 15(VOLTAGE DROP) |
- |
500 |
|
- |
| Table 4(Copper purity test) |
- |
2000 |
|
- |
| Table 2(Oil resistance - Elongation) |
- |
2000 |
|
- |
| Table 2(Oil resistance - Tensile strength ) |
- |
2000 |
|
- |
| Table 2(Ageing in air bomb - Elongation) |
- |
2000 |
|
- |
| Table 2(Ageing in air bomb - Tensile strength ) |
- |
2000 |
|
- |
| Table 1 (Thickness of covering) |
- |
1000 |
|
- |
| 15.1 (d)(Heat Shock Test) |
- |
1000 |
|
- |
| 15.1 (d)(Hot Deformation Test) |
- |
1000 |
|
- |
| 15.1 (d)(Loss Of Mass Test) |
- |
2000 |
|
- |
| 10.1(b), Table 1(Thickness of covering) |
- |
1000 |
|
- |
|
11 Mar, 2028 |
- - |
| 7640 |
IDMA LABORATORIES LIMITED, PANCHKULA
| 9123236
| IS 297 (2024) |
SODIUM SULPHIDE, TECHNICAL - SPECIFICATION (Third Revision) |
- |
8500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 3.1("Description
( IS 297 : 2024 )") |
- |
500 |
|
- |
| 3.2 Table 1 (i)("Total sulphides (as Na₂S)
( IS 297 : 2024 )") |
- |
1200 |
|
- |
| 3.2 Table 1 (ii)("Sodium hydrosulphide (as NaHS)
( IS 297 : 2024 )") |
- |
1000 |
|
- |
| 3.2 Table 1 (iii)("Excess alkali (as Na₂CO₃)
( IS 297 : 2024 )") |
- |
1000 |
|
- |
| 3.2 Table 1 (iv)("Reducing compounds (other than sodium sulphide and sodium hydrosulphide)(as Na₂S₂O₃)
( IS 297 : 2024 )") |
- |
1000 |
|
- |
| 3.2 Table 1 (v)("Iron and aluminum compounds (as Fe₂O₃)
( IS 297 : 2024 )") |
- |
1000 |
|
- |
| 3.2 Table 1 (vi)("Sodium sulphate (as Na₂SO₄)
( IS 297 : 2024 )") |
- |
1000 |
|
- |
| 3.2 Table 1 (vii)("Chloride (as NaCl)
( IS 297 : 2024 )") |
- |
1000 |
|
- |
| 3.2 Table 1 (viii)("Water insolubles (other than iron and aluminum compounds)
( IS 297 : 2024 )") |
- |
800 |
|
- |
|
31 Dec, 2026 |
- Included w.e.f.16.12.2024 |
| 7641 |
EKO PRO ENGINEERS PRIVATE LIMITED (32/41), GHAZIABAD
| 9179706
| IS 11673 : Part 1 (2019) |
Sodium hypochlorite solution - Specification: Part 1 household and industrial use (Second Revision) |
- |
21000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl. No. 5.1(Description Grade 1 & 2) |
- |
200 |
|
- |
| Cl. No. 5.2(Keeping quality- available chlorine( table no. 1, cl 5.3, Annex B), Grade 1 & 2) |
- |
1000 |
|
- |
| Cl. No. 5.3, table no. 1, Sl no. 1(Relative density, Grade 1, Annex -A) |
- |
1000 |
|
- |
| Cl. No. 5.3, table no. 1, Sl no. 1(Relative density, Grade 2, Annex -A) |
- |
1000 |
|
- |
| Cl. No. 5.3, table no. 1, Sl no. 2(Available chlorine (as Cl₂), Grade 1, Annex B) |
- |
1000 |
|
- |
| Cl. No. 5.3, table no. 1, Sl no. 2(Available chlorine (as Cl₂), Grade 2, Annex B) |
- |
1000 |
|
- |
| Cl. No. 5.3, table no. 1, Sl no. 3(Total chlorine (as Cl₂), Grade 1, Annex C) |
- |
1000 |
|
- |
| Cl. No. 5.3, table no. 1, Sl no. 3(Total chlorine (as Cl₂), Grade 2, Annex C) |
- |
1000 |
|
- |
| Cl. No. 5.3, table no. 1, Sl no. 4(Free alkali (as NaOH), Grade 1, Annex D) |
- |
1000 |
|
- |
| Cl. No. 5.3, table no. 1, Sl no. 4(Free alkali (as NaOH), Grade 2, Annex D) |
- |
1000 |
|
- |
| Cl. No. 5.3, table no. 1, Sl no. 5(Free sodium carbonate (as Na₂CO₃), Grade 1, Annex E) |
- |
1000 |
|
- |
| Cl. No. 5.3, table no. 1, Sl no. 5(Free sodium carbonate (as Na₂CO₃), Grade 2, Annex E) |
- |
1000 |
|
- |
| Cl. No. 5.3, table no. 1, Sl no. 6(Iron (as Fe), Grade 1, Annex F) |
- |
1000 |
|
- |
| Cl. No. 5.3, table no. 1, Sl no. 6(Iron (as Fe), Grade 2, Annex F) |
- |
1000 |
|
- |
| Cl. No. 5.3, table no. 1, Sl no. 7(Sodium chlorate (as NaClO₃), Grade 1, Annex G) |
- |
1000 |
|
- |
| Cl. No. 5.3, table no. 1, Sl no. 7(Sodium chlorate (as NaClO₃), Grade 2, Annex G) |
- |
1000 |
|
- |
| Cl. No. 5.1(Description Grade 1 & 2) |
- |
0 |
|
Already Given |
| Cl. No. 5.2(Keeping quality- available chlorine( table no. 1, cl 5.3, Annex B), Grade 1 & 2) |
- |
0 |
|
Already Given |
| Cl. No. 5.3, table no. 1, Sl no. 1(Relative density, Grade 1, Annex -A) |
- |
0 |
|
Already Given |
| Cl. No. 5.3, table no. 1, Sl no. 1(Relative density, Grade 2, Annex -A) |
- |
0 |
|
Already Given |
| Cl. No. 5.3, table no. 1, Sl no. 2(Available chlorine (as Cl₂), Grade 1, Annex B) |
- |
0 |
|
- |
| Cl. No. 5.3, table no. 1, Sl no. 2(Available chlorine (as Cl₂), Grade 2, Annex B) |
- |
0 |
|
Already Given |
| Cl. No. 5.3, table no. 1, Sl no. 3(Total chlorine (as Cl₂), Grade 1, Annex C) |
- |
0 |
|
Already Given |
| Cl. No. 5.3, table no. 1, Sl no. 3(Total chlorine (as Cl₂), Grade 2, Annex C) |
- |
0 |
|
Already Given |
| Cl. No. 5.3, table no. 1, Sl no. 4(Free alkali (as NaOH), Grade 1, Annex D) |
- |
0 |
|
Already Given |
| Cl. No. 5.3, table no. 1, Sl no. 4(Free alkali (as NaOH), Grade 2, Annex D) |
- |
0 |
|
Already Given |
| Cl. No. 5.3, table no. 1, Sl no. 5(Free sodium carbonate (as Na₂CO₃), Grade 1, Annex E) |
- |
0 |
|
Already Given |
| Cl. No. 5.3, table no. 1, Sl no. 5(Free sodium carbonate (as Na₂CO₃), Grade 2, Annex E) |
- |
0 |
|
Already Given |
| Cl. No. 5.3, table no. 1, Sl no. 6(Iron (as Fe), Grade 1, Annex F) |
- |
0 |
|
Already Given |
| Cl. No. 5.3, table no. 1, Sl no. 6(Iron (as Fe), Grade 2, Annex F) |
- |
0 |
|
Already Given |
| Cl. No. 5.3, table no. 1, Sl no. 7(Sodium chlorate (as NaClO₃), Grade 1, Annex G) |
- |
0 |
|
Already Given |
| Cl. No. 5.3, table no. 1, Sl no. 7(Sodium chlorate (as NaClO₃), Grade 2, Annex G) |
- |
0 |
|
Already Given |
| Cl. No. 5.1(Description Grade 1 & 2) |
- |
0 |
|
- |
| Cl. No. 5.2(Keeping quality- available chlorine( table no. 1, cl 5.3, Annex B), Grade 1 & 2) |
- |
0 |
|
- |
| Cl. No. 5.3, table no. 1, Sl no. 1(Relative density, Grade 1, Annex -A) |
- |
0 |
|
- |
| Cl. No. 5.3, table no. 1, Sl no. 1(Relative density, Grade 2, Annex -A) |
- |
0 |
|
- |
| Cl. No. 5.3, table no. 1, Sl no. 2(Available chlorine (as Cl₂), Grade 1, Annex B) |
- |
0 |
|
- |
| Cl. No. 5.3, table no. 1, Sl no. 2(Available chlorine (as Cl₂), Grade 2, Annex B) |
- |
0 |
|
- |
| Cl. No. 5.3, table no. 1, Sl no. 3(Total chlorine (as Cl₂), Grade 1, Annex C) |
- |
0 |
|
- |
| Cl. No. 5.3, table no. 1, Sl no. 3(Total chlorine (as Cl₂), Grade 2, Annex C) |
- |
0 |
|
- |
| Cl. No. 5.3, table no. 1, Sl no. 4(Free alkali (as NaOH), Grade 1, Annex D) |
- |
0 |
|
- |
| Cl. No. 5.3, table no. 1, Sl no. 4(Free alkali (as NaOH), Grade 2, Annex D) |
- |
0 |
|
- |
| Cl. No. 5.3, table no. 1, Sl no. 5(Free sodium carbonate (as Na₂CO₃), Grade 1, Annex E) |
- |
0 |
|
- |
| Cl. No. 5.3, table no. 1, Sl no. 5(Free sodium carbonate (as Na₂CO₃), Grade 2, Annex E) |
- |
0 |
|
- |
| Cl. No. 5.3, table no. 1, Sl no. 6(Iron (as Fe), Grade 1, Annex F) |
- |
0 |
|
- |
| Cl. No. 5.3, table no. 1, Sl no. 6(Iron (as Fe), Grade 2, Annex F) |
- |
0 |
|
- |
| Cl. No. 5.3, table no. 1, Sl no. 7(Sodium chlorate (as NaClO₃), Grade 1, Annex G) |
- |
0 |
|
- |
| Cl. No. 5.3, table no. 1, Sl no. 7(Sodium chlorate (as NaClO₃), Grade 2, Annex G) |
- |
0 |
|
- |
| Cl. No. 5.1(Description Grade 1 & 2) |
- |
0 |
|
- |
| Cl. No. 5.2(Keeping quality- available chlorine( table no. 1, cl 5.3, Annex B), Grade 1 & 2) |
- |
0 |
|
- |
| Cl. No. 5.3, table no. 1, Sl no. 1(Relative density, Grade 1, Annex -A) |
- |
0 |
|
- |
| Cl. No. 5.3, table no. 1, Sl no. 1(Relative density, Grade 2, Annex -A) |
- |
0 |
|
- |
| Cl. No. 5.3, table no. 1, Sl no. 2(Available chlorine (as Cl₂), Grade 1, Annex B) |
- |
0 |
|
- |
| Cl. No. 5.3, table no. 1, Sl no. 2(Available chlorine (as Cl₂), Grade 2, Annex B) |
- |
0 |
|
- |
| Cl. No. 5.3, table no. 1, Sl no. 3(Total chlorine (as Cl₂), Grade 1, Annex C) |
- |
0 |
|
- |
| Cl. No. 5.3, table no. 1, Sl no. 3(Total chlorine (as Cl₂), Grade 2, Annex C) |
- |
0 |
|
- |
| Cl. No. 5.3, table no. 1, Sl no. 4(Free alkali (as NaOH), Grade 1, Annex D) |
- |
0 |
|
- |
| Cl. No. 5.3, table no. 1, Sl no. 4(Free alkali (as NaOH), Grade 2, Annex D) |
- |
0 |
|
- |
| Cl. No. 5.3, table no. 1, Sl no. 5(Free sodium carbonate (as Na₂CO₃), Grade 1, Annex E) |
- |
0 |
|
- |
| Cl. No. 5.3, table no. 1, Sl no. 5(Free sodium carbonate (as Na₂CO₃), Grade 2, Annex E) |
- |
0 |
|
- |
| Cl. No. 5.3, table no. 1, Sl no. 6(Iron (as Fe), Grade 1, Annex F) |
- |
0 |
|
- |
| Cl. No. 5.3, table no. 1, Sl no. 6(Iron (as Fe), Grade 2, Annex F) |
- |
0 |
|
- |
| Cl. No. 5.3, table no. 1, Sl no. 7(Sodium chlorate (as NaClO₃), Grade 1, Annex G) |
- |
0 |
|
- |
| Cl. No. 5.3, table no. 1, Sl no. 7(Sodium chlorate (as NaClO₃), Grade 2, Annex G) |
- |
0 |
|
- |
|
- |
- Included w.e.f.19.12.2024 |
| 7642 |
IDMA LABORATORIES LIMITED, PANCHKULA
| 9123236
| IS 251 (2024) |
SODA ASH, TECHNICAL â SPECIFICATION (fifth revision) |
Dense, Medium, Light |
8300 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 4.1("Description
( IS 251 : 2024 )") |
- |
500 |
|
- |
| 4.2("Bulk Density
( IS 251 : 2024 )") |
- |
800 |
|
- |
| 4.3("Volatile Matter Content
( IS 251 : 2024 )") |
- |
800 |
|
- |
| 4.4("Sieve Analysis of Dense Grade Soda Ash
( IS 251 : 2024 )") |
- |
0 |
|
Testing for Sieve analysis are mentioned below. |
| 4.4.1("Material retained on 1.70 mm IS Sieve
( IS 251 : 2024 )") |
- |
800 |
|
- |
| 4.4.1("Material passing through 75 μm IS Sieve
( IS 251 : 2024 )") |
- |
800 |
|
- |
| 4.5 Table 1 (i)("Total alkalinity (as Na₂CO₃)
( IS 251 : 2024 )") |
- |
800 |
|
- |
| 4.5 Table 1 (ii)("Matter insoluble in water
( IS 251 : 2024 )") |
- |
800 |
|
- |
| 4.5 Table 1 (iii)("Sulphate (Na₂SO₄)
( IS 251 : 2024 )") |
- |
1000 |
|
- |
| 4.5 Table 1 (iv)("Chloride (as NaCl)
( IS 251 : 2024 )") |
- |
1000 |
|
- |
| 4.5 Table 1 (5)("Iron (as Fe₂O₃)
( IS 251 : 2024 )") |
- |
1000 |
|
- |
|
31 Dec, 2026 |
- Included w.e.f.13.12.2024 |
| 7643 |
EKO PRO ENGINEERS PRIVATE LIMITED (32/41), GHAZIABAD
| 9179706
| IS 2833 (2019) |
Aniline, technical - Specification (Second Revision) |
- |
11000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl.2.1(Description) |
- |
200 |
|
- |
| Cl.2.2.1(Relative Density at 27/27 0C) |
- |
800 |
|
- |
| Cl.2.2.2(Crystallizing Point) |
- |
1200 |
|
- |
| Cl.2.2.3(Distillation Range) |
- |
1800 |
|
- |
| Cl.2.2.4(Assay, percent by Nitrite value) |
- |
3500 |
|
- |
| Cl.2.2.4(Assay, percent by GC) |
- |
0 |
|
Testing charges already mentioned above Rs 3500/- |
| Cl.2.2.5(Nitrobenzene content by GC, ppm) |
- |
3500 |
|
- |
| Cl.2.2.6(Moisture content, percent by mass) |
- |
800 |
|
- |
| Cl.2.1(Description) |
- |
0 |
|
- |
| Cl.2.2.1(Relative Density at 27/27 0C) |
- |
0 |
|
- |
| Cl.2.2.2(Crystallizing Point) |
- |
0 |
|
- |
| Cl.2.2.3(Distillation Range) |
- |
0 |
|
- |
| Cl.2.2.4(Assay, percent by Nitrite value) |
- |
0 |
|
- |
| Cl.2.2.4(Assay, percent by GC) |
- |
0 |
|
- |
| Cl.2.2.5(Nitrobenzene content by GC, ppm) |
- |
0 |
|
- |
| Cl.2.2.6(Moisture content, percent by mass) |
- |
0 |
|
- |
|
- |
- Included w.e.f.19.12.2024 |
| 7644 |
BIS, Eastern Regional Laboratory (ERL)
| None
| IS 14650 (2023) |
UNALLOYED AND ALLOYED STEEL INGOT AND SEMI-FINISHED PRODUCTS FOR RE-ROLLING PURPOSES - SPECIFICATION (First Revision) |
All (see remarks) |
- View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Clause - 7.1 (CARBON) |
- |
|
|
|
| Clause - 7.1 (SULPHUR) |
- |
|
|
|
| Clause - 7.1 (PHOSPHURS) |
- |
|
|
|
| Clause - 7.1 (MANGANESE) |
- |
|
|
|
| Clause - 7.1 (NITROGEN) |
- |
|
|
|
| Clause.7.1 (Silicon) |
- |
|
|
|
| Clause.7.1 (Carbon Equbalant) |
- |
|
|
|
| Clause. 13 (Macro examination test.) |
- |
|
|
|
| Clause. 13 (Sulphur print.) |
- |
|
|
|
| Clause. 13 (Inclusion content) |
- |
|
|
|
| Clause.7.1 (Microalloy element) |
- |
|
|
|
| Clause - 7.1 (CARBON) |
- |
|
|
|
|
- |
- Chem- Grade declaration required. Mech- Sample should be in the form of a block (atleast 5cm x 5 cm x 5 cm) for Optional tests as given under cl 13 Declaration required for applicability of Optional test (macro examination, Sulphur Imrpint Test, Inclusion Content test, any other) and Acceptable limits for the same. |
| 7645 |
BIS, Eastern Regional Laboratory (ERL)
| None
| 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 - |
For all nominal Dia |
Total Testing Charges : Rs. 9970.00 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 12.3 (Vicat softening tempewrature) |
- |
|
|
|
| Cl.13, IS 12235 (P-7)-2004, (Resistance to Sulphuric Acid) |
- |
|
|
|
| Cl.15, Annex B (Sulphated Ash Content) |
- |
|
|
|
| Cl.14, Annex A (Titanium Di-Oxide Content) |
- |
|
|
|
| 19 (Marking) |
- |
|
|
|
| 4 (Size Designation) |
- |
|
|
|
| 5 (Colour of fittings) |
- |
|
|
|
| 7.1,Table 1 (Wall thickness) |
- |
|
|
|
| 7.2 ,Table 2&3 (Socket Dimensions) |
- |
|
|
|
| 7.3 (Dimensions of waste trap(Nahani Trap) |
- |
|
|
|
| 8 (Sealing Rings) |
- |
|
|
|
| 10 (Workmanship) |
- |
|
|
|
| 11.4,Table 5 (Vent cowl) |
- |
|
|
|
| 11.5,Table 6 (Pipe Clips) |
- |
|
|
|
| 12.1 (Visual appearance) |
- |
|
|
|
| 12.2 (Stress relief test) |
- |
|
|
|
| 12.3 (Vicat softening tempewrature) |
- |
|
|
|
| 16.1 (Impact test) |
- |
|
|
|
| 7.4 (Chamfer) |
- |
|
|
|
| Cl 12.4 (Effect on Water Lead (first extraction)) |
- |
|
|
|
| Cl 12.4 (Effect on Water Lead (third extraction)) |
- |
|
|
|
| Cl 12.4 (Effect on Water Dialkyl tin C4 and higher homologues(measured as tin )(third extraction )) |
- |
|
|
|
| Cl 12.4 (Effect on Water Cadmium (mean of first extraction, second extraction and third extraction)) |
- |
|
|
|
| Cl 12.4 (Effect on Water Mercury (mean of first extraction, second extraction and third extraction)) |
- |
|
|
|
|
- |
- Except Water Tightness of joints.
Chemical: All except Effect on Water which is for Pipes above 60 mm Nominal dia and except for the requirement of 'Other Toxic Substances such a di-n-octyl Tin -s-s bis iso-octyl mercapto acetate' and 'butyl stearate'; Mech- All except HST. |
| 7646 |
Classic Testing & Research Centre (B17), Noida
| 8180826
| IS 302 : Part 2 : Sec 14 (2009) |
Safety of household and similar electrical appliances: Part 2 particular requirements: Sec 14 electric kitchen machines (First Revision) |
- |
12500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 6(Classification- IS 302-1 ) |
- |
500 |
|
- |
| 6(Classification- IS 302-1) |
- |
500 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
500 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
500 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
500 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
500 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
500 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
500 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
500 |
|
- |
| 7.1(Marking- IS 302-1) |
- |
500 |
|
- |
| 7.3(Marking- IS 302-1) |
- |
500 |
|
- |
| 7.4(Marking- IS 302-1) |
- |
500 |
|
- |
| 7.6(Marking- IS 302-1) |
- |
500 |
|
- |
| 7.7(Marking- IS 302-1) |
- |
500 |
|
- |
| 7.8(Marking- IS 302-1) |
- |
500 |
|
- |
| 7.11(Marking- IS 302-1) |
- |
500 |
|
- |
| 7.12(Marking- IS 302-1) |
- |
500 |
|
- |
| 7.13(Marking- IS 302-1) |
- |
500 |
|
- |
| 7.14(Marking- IS 302-1) |
- |
500 |
|
- |
| 7.15(Marking- IS 302-1) |
- |
500 |
|
- |
| 7.101(Marking) |
- |
500 |
|
- |
| 8( Protection Against Electric Shock, IS 302-1) |
- |
1000 |
|
- |
| 10(Power Input and Current, IS 302-1) |
- |
1000 |
|
- |
| 11(Heating, IS 302-1) |
- |
1000 |
|
- |
| 11(Heating, IS 302-1) |
- |
1000 |
|
- |
| 11(Heating, IS 302-1) |
- |
1000 |
|
- |
| 11(Heating, IS 302-1) |
- |
1000 |
|
- |
| 11(Heating, IS 302-1) |
- |
1000 |
|
- |
| 13(Electrical Insulation and Leakage Current at Operating Temperature: Leakage current, IS 302-1) |
- |
1000 |
|
- |
| 13(Electrical Insulation and Leakage Current at Operating Temperature: High Voltage, IS 302-1) |
- |
1000 |
|
- |
| 14(Transient Over Voltages, IS 302-1) |
- |
1000 |
|
- |
| 15.1(Moisture Resistance, IS 302-1) |
- |
1000 |
|
- |
| 15.2(Moisture Resistance, IS 302-1) |
- |
1000 |
|
- |
| 15(Moisture Resistance, IS 302-1) |
- |
1000 |
|
- |
| 16(Electrical Insulation and Leakage Current at Operating Temperature: Leakage current, IS 302-1) |
- |
1000 |
|
- |
| 16(Electrical Insulation and Leakage Current at Operating Temperature: High Voltage, IS 302-1) |
- |
10001000 |
|
- |
| 17(Overload protection of Transformers and Associated Circuits, IS 302-1) |
- |
1000 |
|
- |
| 17(Overload protection of Transformers and Associated Circuits, IS 302-1) |
- |
1000 |
|
- |
| 19.7(Abnormal Operation, IS 302-1) |
- |
1000 |
|
- |
| 19.8(Abnormal Operation, IS 302-1) |
- |
10001000 |
|
- |
| 19.9(Abnormal Operation, IS 302-1) |
- |
1000 |
|
- |
| 19.1(Abnormal Operation, IS 302-1) |
- |
1000 |
|
- |
| 19.101(Abnormal Operation) |
- |
1000 |
|
- |
| 19.102(Abnormal Operation) |
- |
1000 |
|
- |
| 20.1(Stability & Mechanical Hazards, IS 302-1) |
- |
1000 |
|
- |
| 20.2(Stability & Mechanical Hazards, IS 302-1) |
- |
1000 |
|
- |
| 20.101(Stability & Mechanical Hazards) |
- |
1000 |
|
- |
| 20.102(Stability & Mechanical Hazards) |
- |
1000 |
|
- |
| 20.103(Stability & Mechanical Hazards) |
- |
1000 |
|
- |
| 20.104(Stability & Mechanical Hazards) |
- |
1000 |
|
- |
| 20.105(Stability & Mechanical Hazards) |
- |
1000 |
|
- |
| 20.106(Stability & Mechanical Hazards) |
- |
1000 |
|
- |
| 20.107(Stability & Mechanical Hazards) |
- |
1000 |
|
- |
| 20.108(Stability & Mechanical Hazards) |
- |
1000 |
|
- |
| 20.109(Stability & Mechanical Hazards) |
- |
1000 |
|
- |
| 20.110(Stability & Mechanical Hazards) |
- |
1000 |
|
- |
| 20.111(Stability & Mechanical Hazards) |
- |
1000 |
|
- |
| 20.112(Stability & Mechanical Hazards) |
- |
1000 |
|
- |
| 20.113(Stability & Mechanical Hazards) |
- |
1000 |
|
- |
| 20.114(Stability & Mechanical Hazards) |
- |
1000 |
|
- |
| 20.115(Stability & Mechanical Hazards) |
- |
1000 |
|
- |
| 20.116(Stability & Mechanical Hazards) |
- |
1000 |
|
- |
| 21.1(Mechanical Strength, IS 302-1) |
- |
500 |
|
- |
| 21.2(Mechanical Strength, IS 302-1) |
- |
500 |
|
- |
| 22(Construction, IS 302-1) |
- |
1000 |
|
- |
| 22.101(Construction) |
- |
1000 |
|
- |
| 22.102(Construction) |
- |
1000 |
|
- |
| 23.1(Internal Wiring, IS 302-1) |
- |
1000 |
|
- |
| 23.2(Internal Wiring, IS 302-1) |
- |
1000 |
|
- |
| 23.3(Internal Wiring, IS 302-1) |
- |
1000 |
|
- |
| 23.4(Internal Wiring, IS 302-1) |
- |
1000 |
|
- |
| 23.5(Internal Wiring, IS 302-1) |
- |
1000 |
|
- |
| 23.6(Internal Wiring, IS 302-1) |
- |
1000 |
|
- |
| 23.7(Internal Wiring, IS 302-1) |
- |
1000 |
|
- |
| 23.8(Internal Wiring, IS 302-1) |
- |
1000 |
|
- |
| 23.9(Internal Wiring, IS 302-1) |
- |
1000 |
|
- |
| 23.10(Internal Wiring, IS 302-1) |
- |
1000 |
|
- |
| 24.1(Components, IS 302-1) |
- |
1000 |
|
- |
| 24.2(Components, IS 302-1) |
- |
1000 |
|
- |
| 24.5(Components, IS 302-1) |
- |
1000 |
|
- |
| 24.6(Components, IS 302-1) |
- |
1000 |
|
- |
| 25.1(Supply Connection and External Flexible Cords, IS 302-1) |
- |
1000 |
|
- |
| 25.5(Supply Connection and External Flexible Cords, IS 302-1) |
- |
1000 |
|
- |
| 25.6(Supply Connection and External Flexible Cords, IS 302-1) |
- |
1000 |
|
- |
| 25.7(Supply Connection and External Flexible Cords, IS 302-1) |
- |
1000 |
|
- |
| 25.8(Supply Connection and External Flexible Cords, IS 302-1) |
- |
1000 |
|
- |
| 26.9(Supply Connection and External Flexible Cords, IS 302-1) |
- |
1000 |
|
- |
| 25.1(Supply Connection and External Flexible Cords, IS 302-1) |
- |
1000 |
|
- |
| 25.11(Supply Connection and External Flexible Cords, IS 302-1) |
- |
1000 |
|
- |
| 25.12(Supply Connection and External Flexible Cords, IS 302-1) |
- |
1000 |
|
- |
| 25.13(Supply Connection and External Flexible Cords, IS 302-1) |
- |
1000 |
|
- |
| 25.14(Supply Connection and External Flexible Cords, IS 302-1) |
- |
1000 |
|
- |
| 25.14(Supply Connection and External Flexible Cords, IS 302-1) |
- |
1000 |
|
- |
| 25.15(Supply Connection and External Flexible Cords, IS 302-1) |
- |
1000 |
|
- |
| 25.16(Supply Connection and External Flexible Cords, IS 302-1) |
- |
1000 |
|
- |
| 25.17(Supply Connection and External Flexible Cords, IS 302-1) |
- |
1000 |
|
- |
| 25.18(Supply Connection and External Flexible Cords, IS 302-1) |
- |
1000 |
|
- |
| 25.19(Supply Connection and External Flexible Cords, IS 302-1) |
- |
1000 |
|
- |
| 25.2(Supply Connection and External Flexible Cords, IS 302-1) |
- |
1000 |
|
- |
| 25.21(Supply Connection and External Flexible Cords, IS 302-1) |
- |
1000 |
|
- |
| 25.22(Supply Connection and External Flexible Cords, IS 302-1) |
- |
1000 |
|
- |
| 26(Terminals for External Conductors, IS 302-1) |
- |
1000 |
|
- |
| 27(Provision for Earthing, IS 302-1) |
- |
1000 |
|
- |
| 27.2(Provision for Earthing, IS 302-1) |
- |
1000 |
|
- |
| 27.3(Provision for Earthing, IS 302-1) |
- |
1000 |
|
- |
| 27.4(Provision for Earthing, IS 302-1) |
- |
1000 |
|
- |
| 27.5(Provision for Earthing, IS 302-1) |
- |
1000 |
|
- |
| 28(Screws & Connections, IS 302-1) |
- |
1000 |
|
- |
| 29.1(Clearances, Creepage distances and Solid Insulation, IS 302-1) |
- |
1000 |
|
- |
| 29.2(Clearances, Creepage distances and Solid Insulation, IS 302-1) |
- |
1000 |
|
- |
| 30.1(Resistance to Heat and Fire, IS 302-1) |
- |
1000 |
|
- |
| 30.2(Resistance to Heat and Fire, IS 302-1) |
- |
1000 |
|
- |
| 31(Resistance of Rusting, IS 302-1) |
- |
1000 |
|
- |
| 32(Radiation, Toxicity and similar Hazard IS 302-1) |
- |
1000 |
|
- |
| 19.11.4.1(Electrostatic discharges) |
- |
1000 |
|
- |
| 19.11.4.3(Fast transient bursts) |
- |
1000 |
|
- |
| 19.11.4.4(Surge immunity test) |
- |
1000 |
|
- |
| 19.11.4.6(Class 3 Voltage dips and interruptions) |
- |
1000 |
|
- |
| 19.11.4.7(Harmonics) |
- |
1000 |
|
- |
| 4(GENERAL REQUIREMENTS) |
- |
1000 |
|
- |
| 5(GENERAL CONDITIONS FOR THE TESTS) |
- |
1000 |
|
- |
| 27(Provision for Earthing) |
- |
1000 |
|
- |
| 29(Clearances, Creepage distances and Solid Insulation) |
- |
1000 |
|
- |
|
15 Oct, 2027 |
- w.e.f 17.12.2024 Exclusion: 19.11.4.2 (Radiated fields), 19.11.4.5 (Immunity to conducted discharges), 19.11.4.5 (Immunity to conducted discharges). |
| 7647 |
Classic Testing & Research Centre (B17), Noida
| 8180826
| IS 10322 : Part 5 : Sec 9 (2017) |
Luminaires: Part 5 particular requirements: Sec 9 rope lights |
- |
25000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 21.4(General Test Requireements) |
- |
1000 |
|
- |
| 21.5(Classification of Luminaires') |
- |
1000 |
|
- |
| 21.6(Marking) |
- |
1000 |
|
- |
| 21.7(Construction) |
- |
1000 |
|
- |
| 21.8(Creepage Distance and Clearances) |
- |
1000 |
|
- |
| 21.9(Provision for earthing) |
- |
1000 |
|
- |
| 21.10(Terminals) |
- |
1000 |
|
- |
| 21.11(External & Internal Wiring) |
- |
1000 |
|
- |
| 21.12(Protection against electric shock) |
- |
1000 |
|
- |
| 21.13(Endurance Tests and Thermal Tests) |
- |
1000 |
|
- |
| 21.14(Resistance to Dust & Moisture) |
- |
1000 |
|
- |
| 21.15(Insulation Resistance and Electric Strength) |
- |
1000 |
|
- |
| 21.16(Resistance to Heat , fire and tracking) |
- |
1000 |
|
- |
| 21.7.1(General) |
- |
1000 |
|
- |
| 21.7.3(Terminals and supply connections) |
- |
1000 |
|
- |
| 21.7.4(Control units) |
- |
1000 |
|
- |
| 21.7.5(Mechanical strength) |
- |
1000 |
|
- |
|
15 Oct, 2027 |
- Included w.e.f.13.12.2024 |
| 7648 |
Classic Testing & Research Centre (B17), Noida
| 8180826
| IS 10322 : Part 5 : Sec 1 (2012) |
Luminaires: Part 5 particular requirements: Sec 1 fixed general purpose luminaires (First Revision) |
- |
25000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 4(General Test Requireements) |
- |
2000 |
|
- |
| 5(Classification of Luminaires') |
- |
2000 |
|
- |
| 6.0(Marking) |
- |
2000 |
|
- |
| 7.0(Construction) |
- |
2000 |
|
- |
| 8.0(Creepage Distance and Clearances) |
- |
2000 |
|
- |
| 9.0(Provision for earthing) |
- |
2000 |
|
- |
| 10.0(Terminals) |
- |
2000 |
|
- |
| 11.0(External & Internal Wiring) |
- |
2000 |
|
- |
| 12.0(Protection against electric shock) |
- |
2000 |
|
- |
| 13.0(Endurance Tests and Thermal Tests) |
- |
2000 |
|
- |
| 14.0(Resistance to Dust & Moisture) |
- |
2000 |
|
- |
| 15.0(Insulation Resistance and Electric Strength) |
- |
2000 |
|
- |
| 16.0(Resistance to Heat , fire and tracking) |
- |
2000 |
|
- |
| 4.26.2(Short Circuit Protection) |
- |
2000 |
|
- |
| 4(General Test Requireements) |
- |
2000 |
|
- |
| 5(Classification of Luminaires') |
- |
2000 |
|
- |
| 6.0(Marking) |
- |
2000 |
|
- |
| 7.0(Construction) |
- |
2000 |
|
- |
| 8.0(Creepage Distance and Clearances) |
- |
2000 |
|
- |
| 9.0(Provision for earthing) |
- |
2000 |
|
- |
| 10.0(Terminals) |
- |
2000 |
|
- |
| 11.0(External & Internal Wiring) |
- |
2000 |
|
- |
| 12.0(Protection against electric shock) |
- |
2000 |
|
- |
| 13.0(Endurance Tests and Thermal Tests) |
- |
2000 |
|
- |
| 14.0(Resistance to Dust & Moisture) |
- |
2000 |
|
- |
| 15.0(Insulation Resistance and Electric Strength) |
- |
2000 |
|
- |
| 16.0(Resistance to Heat , fire and tracking) |
- |
2000 |
|
- |
| 4.26.2(Short Circuit Protection) |
- |
2000 |
|
- |
|
15 Oct, 2027 |
- Included w.e.f.13.12.2024
Exclusion
17.0 (Photometric Test)
(Cl.4.24) (Annex-P) (UV Radiations for metal halide lamps) |
| 7649 |
BUREAU VERITAS CONSUMER PRODUCTS SERVICES INDIA PRIVATE LIMITED, NOIDA
| 8127706
| IS 3976 (2018) |
Safety Rubber Canvas Boots for Miners †Specification ( Sixth Revision ) |
Footwear |
70000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl.5.2.5 Compact Sole Heel
Cl.5.2.5.1 IS 3400 (Part 2)(requirements prescribed in col 3 of Table 2 when tested
as per corresponding test methods prescribed in col 4
of Table 2.
i)i) Hardness (IRHD) |
- |
2500 |
|
- |
| Cl.6.3 Tear Strength of Compact Outsole(
When outsoles are tested in accordance to 8.2 of
IS 15298 (Part 1), the tear strength shall be not less
than 8 kN/m for material having density higher
than 0.9/cm³ and when density of material is less than
or equal to 0.9 g/cm³, tear strength shall not be less
than 5 kN/m.) |
- |
900 |
|
- |
| Cl.5.2.3 Coated Binding Material
IS 1954(
Coated binding materials shall conform to the
requirements given in col 3 of Table 1 when tested
according to the methods prescribed in col 4 of Table 1.
i)Width in mm,
) |
- |
1200 |
|
- |
| Cl.5.2.1.4 ( Type 2 footwear, the composite upper
material shall comply with requirements of water coefficient as prescribed
in 5.4.6 of IS 15298 (Part 2).) |
- |
200 |
|
- |
| Cl.5.13 Energy Absorption Test(When footwear is tested in accordance with the method
prescribed in 5.14 of IS 15298 (Part 1), the energy
absorption of the seat region shall not be less than 20 J.) |
- |
1050 |
|
- |
| Cl.5.2.3 Coated Binding Material
Annex C(ii) Breaking load in N, Min (50 cm grip length test specimen) ) |
- |
1000 |
|
- |
| Cl.5.2.1.4 ( Type 2 footwear, the composite upper
material shall comply with requirements of water
vapour permeability as prescribed
in 5.4.6 of IS 15298 (Part 2).) |
- |
200 |
|
- |
| CL.5.2.10 Counter Stiffener(
A counter stiffener, made out of textile reinforced withpolymer/rubber including (thermoplastic) having
thickness not less than 1.5 mm is to be stitched at inside
of upper so as to fortify the back of the footwear at
joints of quarter.) |
- |
1000 |
|
- |
| Cl.5.1.1 Fittings(Fittings of the footwear shall be in conformity to Table 9
of IS 1638 (measurement of men’s lasts) and Table 8
of IS 1638 (measurement of women’s lasts).) |
- |
200 |
|
- |
| Cl.5.2.1 Upper
Cl.5.2.1.1
IS 3400(Part 5)( Composite upper material shall comply with consolidation test as per 5.10.(IS 3400 (Part 5). There shall be no separation at a load
of 1.5 kg.)) |
- |
1650 |
|
- |
| Cl.5.2.1.2( Composite upper material shall comply with
tear strength as per 5.4.3 of IS 15298 (Part 2).) |
- |
1650 |
|
- |
| Cl.5.2.1.3 ,
Cl.6.5 of IS 15298 (Part 1).( Composite upper material shall develop no cracks before 150 000 cycles when tested in accordance
with 6.5 of IS 15298 (Part 1).) |
- |
1650 |
|
- |
| Cl.5.2.1.5( Inner layer of upper shall meet requirement of abrasion resistance as prescribed in 5.5.2 of IS 15298 (Part 2).) |
- |
2025 |
|
- |
| Cl.5.2.2 Compact Insole/Compact Insocks/Counter
Stiffener Lining(Textile material shall be used as lining material for
compact insole/compact insocks / counter stiffener. It
shall meet the requirement of tear strength as prescribed
in 5.6.1 of IS 15298 (Part 2).) |
- |
200 |
|
- |
| Cl.5.2.2.1 Abrasion resistance of compact insole/insocks/
counter stiffener(
When textiles used as lining for all the above are tested
in accordance with 6.12 of IS 15298 (Part 1), the lining
shall not develop any holes before the following number
of cycles has been performed:) |
- |
2025 |
|
- |
| Cl.5.2.3.1 In case of cotton black binding materia( the same shall be free from sulphur dyes when tested in
accordance with Annex B.) |
- |
1000 |
|
- |
| Cl.5.2.5 Compact Sole Heel
Cl. 5.2.5.1
(The compact sole heel shall be made out
of polymeric/rubber components and the typical design
recommendation (not mandatory) of compact sole heel
is as shown in Fig. 3. Sectional view of Type 1/Type 2
)
toe position is given in Fig. 4.) |
- |
200 |
|
- |
| Cl.5.2.5 Compact Sole Heel
5.2.5.1 IS 3400 (Part 4)(ii)*Change in hardness after
accelerated ageing at 100 ± 2
°C for 24 h
) |
- |
2700 |
|
- |
| Cl.5.2.5.3 Ageing for whole footwear(When rubber is used for manufacturing boots or when
the outer sole heel is made of bi-polymer, the finished
boots shall be aged at 100 ± 2°C for 24 h. On completion of test, all rubber components shall not
develop any sign of tackiness or brittleness.) |
- |
2500 |
|
- |
| Cl.5.2.5.4 Thickness of compact sole hee(Thickness of compact sole heel of the boots shall
comply with the thickness and material requirements
prescribed in Table 3.) |
- |
300 |
|
- |
| Cl.5.2.5.4 Thickness of compact sole hee(of black cotton thread, the same shall be free from
sulphur dyes when tested in accordance with
Annex B.) |
- |
300 |
|
- |
| Cl.5.2.6 Thread for Upper Closing(
The length (m/kg) and construction of sewing thread
shall conform to requirements as prescribed in
Table 4.) |
- |
300 |
|
- |
| Cl.5.2.7 Safety Toe Cap(Safety toe cap as per 3.6 shall be fitted into the footwear and must not come out while in use.) |
- |
200 |
|
- |
| Cl.5.2.8.1( The boots shall be provided with laces having minimum length of 115 cm for Type 1 and minimum
100 cm for Type 2.) |
- |
300 |
|
- |
| Cl.5.2.8.2 (Minimum breaking load of 60 kg is to be
achieved when tested between 18 cm grip length in
accordance with Annex C.) |
- |
1000 |
|
- |
| Cl.5.2.8.3( In case of cotton lace of black colour, the same
shall be free from sulphur dyes when tested in
accordance with Annex B. Two ends of the laces shall
be provided with plastic tips.) |
- |
1000 |
|
- |
| Cl.5.2.9 Eyelets(
Aluminum eyelets of external collar diameter not less
than 10 mm and wall thickness of 0.30 to 0.35 mm
shall be used.) |
- |
200 |
|
- |
| Cl.5.3.2 (The tongue shall be made out of composite upper
material and shall be half bellow type for Type 2 and
full bellow type for Type 1.) |
- |
200 |
|
- |
| Cl.5.3.5 Outer toe cap( shall be provided which is made
of polymer/rubber and it shall be strongly adhered such
that it shall not open up or come out while in use. Toe
of the boot shall be reinforced with safety toe cap) |
- |
200 |
|
- |
| Cl.5.3.6( A designed foxing of width of minimum 25 mm
and of thickness of minimum 2 mm is to be provided.
The foxing shall not extend the edges of the outer
sole.) |
- |
200 |
|
- |
| Cl.5.3.7( Two pairs of detachable insocks are to be
provided. The insocks shall be compact in nature having
thickness not less than 2 mm.) |
- |
200 |
|
- |
| Cl.5.4 Finish(
In appearance, general workmanship and in all other
respects with regard to finish and get up of the footwear,
the footwear shall be matching to the approved sample
of the purchaser.) |
- |
200 |
|
- |
| Cl.5.5 Mass(The mass of one pair of finished footwear of size 8
shall not exceed 1 500 g for Type 1 and 1 400 g for
Type 2 with an increase or decrease of 100 g for each
bigger or smaller size, respectively.) |
- |
300 |
|
- |
| Cl.5.6( Height of Upper
Height of upper of the boots shall conform to column 5
(Design C) and column 4 (Design B) of 5.2.2, Table 4
of IS 15298 (Part 2) for Type 1 and Type 2, respectively
when measured as per 6.2 of IS 15298 (Part 1) on the
inside of the back of the footwear and from seat of the
insole to top edge of the upper.) |
- |
300 |
|
- |
| Cl.5.7 Performance Test(When safety footwear is tested in accordance with the
method described in 5.4 of IS 15298 (Part 1), at an
impact energy of (200 ± 4) J, the clearance under the
toecap at the moment of impact shall be in accordance
with Table 5. In addition, the toecap shall not develop
any cracks which go through the material, that is,
through which light can be seen.) |
- |
1050 |
|
- |
| Cl.5.9 Sole Interlayer Bond Strength for Bi-polymer(
and Bi-density Sole
When tested in accordance with 5.2 of IS 15298 (Part 1),
the bond strength between the outer or cleated layer
and the adjacent layer shall not be less than 4.0 N/mm
unless there is tearing of any part of the sole, in which
case the bond strength shall not be less than 3.0 N/mm.) |
- |
1650 |
|
- |
| Cl.5.10 Consolidation Test(
Representative sample of width 25 ± 0.5 mm are cut
out from the quarter of the upper along the length of
boot. The plies are separated by breaking the bond.
Carry out the test on two specimens in accordance with
IS 3400 (Part 5). Th) |
- |
1650 |
|
- |
| Cl.5.11 Compression Resistance(
5.11.1 When safety boots are tested in accordance
with 5.5 of IS 15298 (Part 1), the clearance under the
toe cap at a compression load of 15 kN ± 0.1 kN shall
be in accordance with Table 5.) |
- |
1050 |
|
- |
| Cl.5.12 Internal Length of Toe Cap(
For safety boots, internal length of the toe cap shall
meet the specification given in Table 5 of IS 15298
(Part 2) when tested as per 5.3 of IS 15298 (Part 1).) |
- |
300 |
|
- |
| Cl.6.1 Abrasion Resistance of Compact Outsole(
When outsole is tested in accordance with 8.3 of
IS 15298 (Part 1), the relative volume loss shall not
be greater than 250 mm³ for materials having density
0.9 g/cm³ or less, and not greater than 150 mm³ for
materials with density greater than 0.9 g/cm³.) |
- |
1650 |
|
- |
| Cl.6.2 Flexing Resistance of Compact Outsole(
When outsole is tested in accordance with 8.4 of
IS 15298 (Part 1), the cut growth shall not be greater
than 4 mm before 30 000 cycles.) |
- |
1650 |
|
- |
| Cl.6.4 Resistance to Hot Contact( — Sole Heel
When sole heel is tested in accordance with 8.7 of IS 15298 (Part 1), the material shall not melt/deform
and shall not develop any cracks when bent around the
mandrel.) |
- |
1500 |
|
- |
| Cl.6.5 Hydrolysis(
When bottom sole or other components are made out
of polyurethane, the same shall be tested in accordance
with 8.5 of IS 15298 (Part 1) and the same shall comply
with 5.8.5 of IS 15298 (Part 2).) |
- |
3500 |
|
- |
| Cl.5.2.5 Compact Sole Heel
Cl.5.2.5.1 IS 3400 (Part 2)(requirements prescribed in col 3 of Table 2 when tested
as per corresponding test methods prescribed in col 4
of Table 2.
i)i) Hardness (IRHD) |
- |
200 |
|
- |
| Cl.6.3 Tear Strength of Compact Outsole(
When outsoles are tested in accordance to 8.2 of
IS 15298 (Part 1), the tear strength shall be not less
than 8 kN/m for material having density higher
than 0.9/cm³ and when density of material is less than
or equal to 0.9 g/cm³, tear strength shall not be less
than 5 kN/m.) |
- |
900 |
|
- |
| Cl.5.2.3 Coated Binding Material
IS 1954(
Coated binding materials shall conform to the
requirements given in col 3 of Table 1 when tested
according to the methods prescribed in col 4 of Table 1.
i)Width in mm,
) |
- |
1000 |
|
- |
| Cl.5.2.1.4 ( Type 2 footwear, the composite upper
material shall comply with requirements of water coefficient as prescribed
in 5.4.6 of IS 15298 (Part 2).) |
- |
200 |
|
- |
| Cl.5.13 Energy Absorption Test(When footwear is tested in accordance with the method
prescribed in 5.14 of IS 15298 (Part 1), the energy
absorption of the seat region shall not be less than 20 J.) |
- |
1050 |
|
- |
| Cl.5.2.3 Coated Binding Material
Annex C(ii) Breaking load in N, Min (50 cm grip length test specimen) ) |
- |
1000 |
|
- |
| Cl.5.2.1.4 ( Type 2 footwear, the composite upper
material shall comply with requirements of water
vapour permeability as prescribed
in 5.4.6 of IS 15298 (Part 2).) |
- |
200 |
|
- |
| CL.5.2.10 Counter Stiffener(
A counter stiffener, made out of textile reinforced withpolymer/rubber including (thermoplastic) having
thickness not less than 1.5 mm is to be stitched at inside
of upper so as to fortify the back of the footwear at
joints of quarter.) |
- |
200 |
|
- |
| Cl.5.1.1 Fittings(Fittings of the footwear shall be in conformity to Table 9
of IS 1638 (measurement of men’s lasts) and Table 8
of IS 1638 (measurement of women’s lasts).) |
- |
200 |
|
- |
| Cl.5.2.1 Upper
Cl.5.2.1.1
IS 3400(Part 5)( Composite upper material shall comply with consolidation test as per 5.10.(IS 3400 (Part 5). There shall be no separation at a load
of 1.5 kg.)) |
- |
1650 |
|
- |
| Cl.5.2.1.2( Composite upper material shall comply with
tear strength as per 5.4.3 of IS 15298 (Part 2).) |
- |
1650 |
|
- |
| Cl.5.2.1.3 ,
Cl.6.5 of IS 15298 (Part 1).( Composite upper material shall develop no cracks before 150 000 cycles when tested in accordance
with 6.5 of IS 15298 (Part 1).) |
- |
1650 |
|
- |
| Cl.5.2.1.5( Inner layer of upper shall meet requirement of abrasion resistance as prescribed in 5.5.2 of IS 15298 (Part 2).) |
- |
2025 |
|
- |
| Cl.5.2.2 Compact Insole/Compact Insocks/Counter
Stiffener Lining(Textile material shall be used as lining material for
compact insole/compact insocks / counter stiffener. It
shall meet the requirement of tear strength as prescribed
in 5.6.1 of IS 15298 (Part 2).) |
- |
200 |
|
- |
| Cl.5.2.2.1 Abrasion resistance of compact insole/insocks/
counter stiffener(
When textiles used as lining for all the above are tested
in accordance with 6.12 of IS 15298 (Part 1), the lining
shall not develop any holes before the following number
of cycles has been performed:) |
- |
2025 |
|
- |
| Cl.5.2.3.1 In case of cotton black binding materia( the same shall be free from sulphur dyes when tested in
accordance with Annex B.) |
- |
1000 |
|
- |
| Cl.5.2.5 Compact Sole Heel
Cl. 5.2.5.1
(The compact sole heel shall be made out
of polymeric/rubber components and the typical design
recommendation (not mandatory) of compact sole heel
is as shown in Fig. 3. Sectional view of Type 1/Type 2
)
toe position is given in Fig. 4.) |
- |
200 |
|
- |
| Cl.5.2.5 Compact Sole Heel
5.2.5.1 IS 3400 (Part 4)(ii)*Change in hardness after
accelerated ageing at 100 ± 2
°C for 24 h
) |
- |
2700 |
|
- |
| Cl.5.2.5.3 Ageing for whole footwear(When rubber is used for manufacturing boots or when
the outer sole heel is made of bi-polymer, the finished
boots shall be aged at 100 ± 2°C for 24 h. On completion of test, all rubber components shall not
develop any sign of tackiness or brittleness.) |
- |
2500 |
|
- |
| Cl.5.2.5.4 Thickness of compact sole hee(Thickness of compact sole heel of the boots shall
comply with the thickness and material requirements
prescribed in Table 3.) |
- |
300 |
|
- |
| Cl.5.2.5.4 Thickness of compact sole hee(of black cotton thread, the same shall be free from
sulphur dyes when tested in accordance with
Annex B.) |
- |
300 |
|
- |
| Cl.5.2.6 Thread for Upper Closing(
The length (m/kg) and construction of sewing thread
shall conform to requirements as prescribed in
Table 4.) |
- |
1000 |
|
- |
| Cl.5.2.7 Safety Toe Cap(Safety toe cap as per 3.6 shall be fitted into the footwear and must not come out while in use.) |
- |
200 |
|
- |
| Cl.5.2.8.1( The boots shall be provided with laces having minimum length of 115 cm for Type 1 and minimum
100 cm for Type 2.) |
- |
300 |
|
- |
| Cl.5.2.8.2 (Minimum breaking load of 60 kg is to be
achieved when tested between 18 cm grip length in
accordance with Annex C.) |
- |
1000 |
|
- |
| Cl.5.2.8.3( In case of cotton lace of black colour, the same
shall be free from sulphur dyes when tested in
accordance with Annex B. Two ends of the laces shall
be provided with plastic tips.) |
- |
1000 |
|
- |
| Cl.5.2.9 Eyelets(
Aluminum eyelets of external collar diameter not less
than 10 mm and wall thickness of 0.30 to 0.35 mm
shall be used.) |
- |
200 |
|
- |
| Cl.5.3.2 (The tongue shall be made out of composite upper
material and shall be half bellow type for Type 2 and
full bellow type for Type 1.) |
- |
200 |
|
- |
| Cl.5.3.5 Outer toe cap( shall be provided which is made
of polymer/rubber and it shall be strongly adhered such
that it shall not open up or come out while in use. Toe
of the boot shall be reinforced with safety toe cap) |
- |
200 |
|
- |
| Cl.5.3.6( A designed foxing of width of minimum 25 mm
and of thickness of minimum 2 mm is to be provided.
The foxing shall not extend the edges of the outer
sole.) |
- |
200 |
|
- |
| Cl.5.3.7( Two pairs of detachable insocks are to be
provided. The insocks shall be compact in nature having
thickness not less than 2 mm.) |
- |
200 |
|
- |
| Cl.5.4 Finish(
In appearance, general workmanship and in all other
respects with regard to finish and get up of the footwear,
the footwear shall be matching to the approved sample
of the purchaser.) |
- |
200 |
|
- |
| Cl.5.5 Mass(The mass of one pair of finished footwear of size 8
shall not exceed 1 500 g for Type 1 and 1 400 g for
Type 2 with an increase or decrease of 100 g for each
bigger or smaller size, respectively.) |
- |
300 |
|
- |
| Cl.5.6( Height of Upper
Height of upper of the boots shall conform to column 5
(Design C) and column 4 (Design B) of 5.2.2, Table 4
of IS 15298 (Part 2) for Type 1 and Type 2, respectively
when measured as per 6.2 of IS 15298 (Part 1) on the
inside of the back of the footwear and from seat of the
insole to top edge of the upper.) |
- |
300 |
|
- |
| Cl.5.7 Performance Test(When safety footwear is tested in accordance with the
method described in 5.4 of IS 15298 (Part 1), at an
impact energy of (200 ± 4) J, the clearance under the
toecap at the moment of impact shall be in accordance
with Table 5. In addition, the toecap shall not develop
any cracks which go through the material, that is,
through which light can be seen.) |
- |
1050 |
|
- |
| Cl.5.8 Upper/Outsole Bond Strength(When the footwear is tested in accordance with the
method prescribed in 5.2 of IS 15298 (Part 1), the bond
strength shall not be less than 4.0 N/mm, unless there
is tearing of the sole in which case the bond strength
shall not be less than 3.0 N/mm.) |
- |
1650 |
|
- |
| Cl.5.9 Sole Interlayer Bond Strength for Bi-polymer(
and Bi-density Sole
When tested in accordance with 5.2 of IS 15298 (Part 1),
the bond strength between the outer or cleated layer
and the adjacent layer shall not be less than 4.0 N/mm
unless there is tearing of any part of the sole, in which
case the bond strength shall not be less than 3.0 N/mm.) |
- |
1650 |
|
- |
| Cl.5.10 Consolidation Test(
Representative sample of width 25 ± 0.5 mm are cut
out from the quarter of the upper along the length of
boot. The plies are separated by breaking the bond.
Carry out the test on two specimens in accordance with
IS 3400 (Part 5). Th) |
- |
1650 |
|
- |
| Cl.5.11 Compression Resistance(
5.11.1 When safety boots are tested in accordance
with 5.5 of IS 15298 (Part 1), the clearance under the
toe cap at a compression load of 15 kN ± 0.1 kN shall
be in accordance with Table 5.) |
- |
1050 |
|
- |
| Cl.5.12 Internal Length of Toe Cap(
For safety boots, internal length of the toe cap shall
meet the specification given in Table 5 of IS 15298
(Part 2) when tested as per 5.3 of IS 15298 (Part 1).) |
- |
300 |
|
- |
| Cl.6.1 Abrasion Resistance of Compact Outsole(
When outsole is tested in accordance with 8.3 of
IS 15298 (Part 1), the relative volume loss shall not
be greater than 250 mm³ for materials having density
0.9 g/cm³ or less, and not greater than 150 mm³ for
materials with density greater than 0.9 g/cm³.) |
- |
1650 |
|
- |
| Cl.6.2 Flexing Resistance of Compact Outsole(
When outsole is tested in accordance with 8.4 of
IS 15298 (Part 1), the cut growth shall not be greater
than 4 mm before 30 000 cycles.) |
- |
1650 |
|
- |
| Cl.6.4 Resistance to Hot Contact( — Sole Heel
When sole heel is tested in accordance with 8.7 of IS 15298 (Part 1), the material shall not melt/deform
and shall not develop any cracks when bent around the
mandrel.) |
- |
1500 |
|
- |
| Cl.6.5 Hydrolysis(
When bottom sole or other components are made out
of polyurethane, the same shall be tested in accordance
with 8.5 of IS 15298 (Part 1) and the same shall comply
with 5.8.5 of IS 15298 (Part 2).) |
- |
3500 |
|
- |
| Cl.5.2.5 Compact Sole Heel
Cl.5.2.5.1 IS 3400 (Part 2)(requirements prescribed in col 3 of Table 2 when tested
as per corresponding test methods prescribed in col 4
of Table 2.
i)i) Hardness (IRHD) |
- |
200 |
|
- |
| Cl.6.3 Tear Strength of Compact Outsole(
When outsoles are tested in accordance to 8.2 of
IS 15298 (Part 1), the tear strength shall be not less
than 8 kN/m for material having density higher
than 0.9/cm³ and when density of material is less than
or equal to 0.9 g/cm³, tear strength shall not be less
than 5 kN/m.) |
- |
900 |
|
- |
| Cl.5.2.3 Coated Binding Material
IS 1954(
Coated binding materials shall conform to the
requirements given in col 3 of Table 1 when tested
according to the methods prescribed in col 4 of Table 1.
i)Width in mm,
) |
- |
1000 |
|
- |
| Cl.5.2.1.4 ( Type 2 footwear, the composite upper
material shall comply with requirements of water coefficient as prescribed
in 5.4.6 of IS 15298 (Part 2).) |
- |
200 |
|
- |
| Cl.5.13 Energy Absorption Test(When footwear is tested in accordance with the method
prescribed in 5.14 of IS 15298 (Part 1), the energy
absorption of the seat region shall not be less than 20 J.) |
- |
1050 |
|
- |
| Cl.5.2.3 Coated Binding Material
Annex C(ii) Breaking load in N, Min (50 cm grip length test specimen) ) |
- |
1000 |
|
- |
| Cl.5.2.1.4 ( Type 2 footwear, the composite upper
material shall comply with requirements of water
vapour permeability as prescribed
in 5.4.6 of IS 15298 (Part 2).) |
- |
200 |
|
- |
| CL.5.2.10 Counter Stiffener(
A counter stiffener, made out of textile reinforced withpolymer/rubber including (thermoplastic) having
thickness not less than 1.5 mm is to be stitched at inside
of upper so as to fortify the back of the footwear at
joints of quarter.) |
- |
200 |
|
- |
| Cl.5.1.1 Fittings(Fittings of the footwear shall be in conformity to Table 9
of IS 1638 (measurement of men’s lasts) and Table 8
of IS 1638 (measurement of women’s lasts).) |
- |
200 |
|
- |
| Cl.5.2.1 Upper
Cl.5.2.1.1
IS 3400(Part 5)( Composite upper material shall comply with consolidation test as per 5.10.(IS 3400 (Part 5). There shall be no separation at a load
of 1.5 kg.)) |
- |
1650 |
|
- |
| Cl.5.2.1.2( Composite upper material shall comply with
tear strength as per 5.4.3 of IS 15298 (Part 2).) |
- |
1650 |
|
- |
| Cl.5.2.1.3 ,
Cl.6.5 of IS 15298 (Part 1).( Composite upper material shall develop no cracks before 150 000 cycles when tested in accordance
with 6.5 of IS 15298 (Part 1).) |
- |
1650 |
|
- |
| Cl.5.2.1.5( Inner layer of upper shall meet requirement of abrasion resistance as prescribed in 5.5.2 of IS 15298 (Part 2).) |
- |
2025 |
|
- |
| Cl.5.2.2 Compact Insole/Compact Insocks/Counter
Stiffener Lining(Textile material shall be used as lining material for
compact insole/compact insocks / counter stiffener. It
shall meet the requirement of tear strength as prescribed
in 5.6.1 of IS 15298 (Part 2).) |
- |
200 |
|
- |
| Cl.5.2.2.1 Abrasion resistance of compact insole/insocks/
counter stiffener(
When textiles used as lining for all the above are tested
in accordance with 6.12 of IS 15298 (Part 1), the lining
shall not develop any holes before the following number
of cycles has been performed:) |
- |
2025 |
|
- |
| Cl.5.2.3.1 In case of cotton black binding materia( the same shall be free from sulphur dyes when tested in
accordance with Annex B.) |
- |
1000 |
|
- |
| Cl.5.2.5 Compact Sole Heel
Cl. 5.2.5.1
(The compact sole heel shall be made out
of polymeric/rubber components and the typical design
recommendation (not mandatory) of compact sole heel
is as shown in Fig. 3. Sectional view of Type 1/Type 2
)
toe position is given in Fig. 4.) |
- |
200 |
|
- |
| Cl.5.2.5 Compact Sole Heel
5.2.5.1 IS 3400 (Part 4)(ii)*Change in hardness after
accelerated ageing at 100 ± 2
°C for 24 h
) |
- |
2700 |
|
- |
| Cl.5.2.5.3 Ageing for whole footwear(When rubber is used for manufacturing boots or when
the outer sole heel is made of bi-polymer, the finished
boots shall be aged at 100 ± 2°C for 24 h. On completion of test, all rubber components shall not
develop any sign of tackiness or brittleness.) |
- |
2500 |
|
- |
| Cl.5.2.5.4 Thickness of compact sole hee(Thickness of compact sole heel of the boots shall
comply with the thickness and material requirements
prescribed in Table 3.) |
- |
300 |
|
- |
| Cl.5.2.5.4 Thickness of compact sole hee(of black cotton thread, the same shall be free from
sulphur dyes when tested in accordance with
Annex B.) |
- |
300 |
|
- |
| Cl.5.2.6 Thread for Upper Closing(
The length (m/kg) and construction of sewing thread
shall conform to requirements as prescribed in
Table 4.) |
- |
1000 |
|
- |
| Cl.5.2.7 Safety Toe Cap(Safety toe cap as per 3.6 shall be fitted into the footwear and must not come out while in use.) |
- |
200 |
|
- |
| Cl.5.2.8.1( The boots shall be provided with laces having minimum length of 115 cm for Type 1 and minimum
100 cm for Type 2.) |
- |
200 |
|
- |
| Cl.5.2.8.2 (Minimum breaking load of 60 kg is to be
achieved when tested between 18 cm grip length in
accordance with Annex C.) |
- |
1000 |
|
- |
| Cl.5.2.8.3( In case of cotton lace of black colour, the same
shall be free from sulphur dyes when tested in
accordance with Annex B. Two ends of the laces shall
be provided with plastic tips.) |
- |
200 |
|
- |
| Cl.5.2.9 Eyelets(
Aluminum eyelets of external collar diameter not less
than 10 mm and wall thickness of 0.30 to 0.35 mm
shall be used.) |
- |
200 |
|
- |
| Cl.5.3.2 (The tongue shall be made out of composite upper
material and shall be half bellow type for Type 2 and
full bellow type for Type 1.) |
- |
0 |
|
- |
| Cl.5.3.5 Outer toe cap( shall be provided which is made
of polymer/rubber and it shall be strongly adhered such
that it shall not open up or come out while in use. Toe
of the boot shall be reinforced with safety toe cap) |
- |
0 |
|
- |
| Cl.5.3.6( A designed foxing of width of minimum 25 mm
and of thickness of minimum 2 mm is to be provided.
The foxing shall not extend the edges of the outer
sole.) |
- |
200 |
|
- |
| Cl.5.3.7( Two pairs of detachable insocks are to be
provided. The insocks shall be compact in nature having
thickness not less than 2 mm.) |
- |
200 |
|
- |
| Cl.5.4 Finish(
In appearance, general workmanship and in all other
respects with regard to finish and get up of the footwear,
the footwear shall be matching to the approved sample
of the purchaser.) |
- |
200 |
|
- |
| Cl.5.5 Mass(The mass of one pair of finished footwear of size 8
shall not exceed 1 500 g for Type 1 and 1 400 g for
Type 2 with an increase or decrease of 100 g for each
bigger or smaller size, respectively.) |
- |
300 |
|
- |
| Cl.5.6( Height of Upper
Height of upper of the boots shall conform to column 5
(Design C) and column 4 (Design B) of 5.2.2, Table 4
of IS 15298 (Part 2) for Type 1 and Type 2, respectively
when measured as per 6.2 of IS 15298 (Part 1) on the
inside of the back of the footwear and from seat of the
insole to top edge of the upper.) |
- |
300 |
|
- |
| Cl.5.7 Performance Test(When safety footwear is tested in accordance with the
method described in 5.4 of IS 15298 (Part 1), at an
impact energy of (200 ± 4) J, the clearance under the
toecap at the moment of impact shall be in accordance
with Table 5. In addition, the toecap shall not develop
any cracks which go through the material, that is,
through which light can be seen.) |
- |
1050 |
|
- |
| Cl.5.8 Upper/Outsole Bond Strength(When the footwear is tested in accordance with the
method prescribed in 5.2 of IS 15298 (Part 1), the bond
strength shall not be less than 4.0 N/mm, unless there
is tearing of the sole in which case the bond strength
shall not be less than 3.0 N/mm.) |
- |
1650 |
|
- |
| Cl.5.9 Sole Interlayer Bond Strength for Bi-polymer(
and Bi-density Sole
When tested in accordance with 5.2 of IS 15298 (Part 1),
the bond strength between the outer or cleated layer
and the adjacent layer shall not be less than 4.0 N/mm
unless there is tearing of any part of the sole, in which
case the bond strength shall not be less than 3.0 N/mm.) |
- |
1650 |
|
- |
| Cl.5.10 Consolidation Test(
Representative sample of width 25 ± 0.5 mm are cut
out from the quarter of the upper along the length of
boot. The plies are separated by breaking the bond.
Carry out the test on two specimens in accordance with
IS 3400 (Part 5). Th) |
- |
1650 |
|
- |
| Cl.5.11 Compression Resistance(
5.11.1 When safety boots are tested in accordance
with 5.5 of IS 15298 (Part 1), the clearance under the
toe cap at a compression load of 15 kN ± 0.1 kN shall
be in accordance with Table 5.) |
- |
1050 |
|
- |
| Cl.5.12 Internal Length of Toe Cap(
For safety boots, internal length of the toe cap shall
meet the specification given in Table 5 of IS 15298
(Part 2) when tested as per 5.3 of IS 15298 (Part 1).) |
- |
300 |
|
- |
| Cl.6.1 Abrasion Resistance of Compact Outsole(
When outsole is tested in accordance with 8.3 of
IS 15298 (Part 1), the relative volume loss shall not
be greater than 250 mm³ for materials having density
0.9 g/cm³ or less, and not greater than 150 mm³ for
materials with density greater than 0.9 g/cm³.) |
- |
1650 |
|
- |
| Cl.6.2 Flexing Resistance of Compact Outsole(
When outsole is tested in accordance with 8.4 of
IS 15298 (Part 1), the cut growth shall not be greater
than 4 mm before 30 000 cycles.) |
- |
1650 |
|
- |
| Cl.6.4 Resistance to Hot Contact( — Sole Heel
When sole heel is tested in accordance with 8.7 of IS 15298 (Part 1), the material shall not melt/deform
and shall not develop any cracks when bent around the
mandrel.) |
- |
1500 |
|
- |
| Cl.6.5 Hydrolysis(
When bottom sole or other components are made out
of polyurethane, the same shall be tested in accordance
with 8.5 of IS 15298 (Part 1) and the same shall comply
with 5.8.5 of IS 15298 (Part 2).) |
- |
3500 |
|
- |
| 4(Types) |
- |
200 |
|
- |
| 5(Requirements) |
- |
200 |
|
- |
| 5.1(Design) |
- |
200 |
|
- |
| 5.10(consolidation test IS 3400 (Part 5)) |
- |
1650 |
|
- |
| 5.2.4(Reinforcing Material) |
- |
200 |
|
- |
| 5.2.8.4(Colour of the lace) |
- |
200 |
|
- |
| 5.3, 5.3.1,5.3.3,5.3.4(Construction) |
- |
200 |
|
- |
| 5.10(Consolidation Test IS 3400 (Part 5) : 1986) |
- |
1650 |
|
- |
| 8(CHEMICAL REQUIREMENTS) |
- |
45000 |
|
- |
| 9, 9.1(BIS CERTIFICATION MARKING) |
- |
0 |
|
- |
| 10(Marking) |
- |
300 |
|
- |
| 11(Packing) |
- |
0 |
|
- |
| Cl. 5.2.4(Reinforcing Material) |
- |
300 |
|
- |
| Cl. 5.2.8.4(Colour of the lace) |
- |
300 |
|
- |
| 11(PACKING) |
- |
0 |
|
- |
| Cl. 5.3(Construction 5.3.1,5.3.3,5.3.4) |
- |
300 |
|
- |
| 10(Marking) |
- |
300 |
|
- |
| 7.1(Resistance to fuel) |
- |
1500 |
|
- |
| 9, 9.1(BIS CERTIFICATION MARKING) |
- |
0 |
|
- |
| Cl. 8 (IS 17011, Table-1 (i))(Allergenic and carcinogenic disperse dyes) |
- |
45000 |
|
- |
| Cl.5.8 Upper/Outsole Bond Strength(When the footwear is tested in accordance with the
method prescribed in 5.2 of IS 15298 (Part 1), the bond
strength shall not be less than 4.0 N/mm, unless there
is tearing of the sole in which case the bond strength
shall not be less than 3.0 N/mm.) |
- |
1650 |
|
- |
|
- |
- Included w.e.f 17.06.2025
For all types of boots other than boots with resistance to electricity. |
| 7650 |
EKO PRO ENGINEERS PRIVATE LIMITED (32/41), GHAZIABAD
| 9179706
| IS 5295 (2023) |
Ethylene Glycol - Specification (Third Revision) |
- |
20000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 4.1("Description
IS 5295 : 2023 ") |
- |
500 |
|
- |
| 4.2Table 1 (i)("Colour
IS 5295 : 2023
") |
- |
1000 |
|
- |
| 4.2Table 1 (ii)("Relative density at 20 °C/20 °C
(IS 1448 (Part 167)") |
- |
1000 |
|
- |
| 4.2Table 1 (iii)("Distillation range at
760 mmHg
IS 5298") |
- |
3500 |
|
Total Testing charges are Rs. 3500/ |
| 4.2Table 1 (iii)(a) Initial boiling point) |
- |
3500 |
|
Total Testing charges are Rs. 3500/ |
| 4.2Table 1 (iii)(b) The temperature at which 95 ml of material shall distil) |
- |
3500 |
|
Total Testing charges are Rs. 3500/ |
| 4.2Table 1 (iv)("Moisture content
1448 (Part 175) / 1448(Part 182) ") |
- |
1500 |
|
- |
| 4.2Table 1 (v)("Acidity (as acetic acid)
IS 5295 : 2023 ") |
- |
1000 |
|
- |
| 4.2Table 1 (vi)("Ultra-Violet transmittance in 1 cm cell at
IS 5295 : 2023 ") |
- |
2500 |
|
Total Testing charges are Rs. 2500/ |
| 4.2Table 1 (vi)(a) 220 nm) |
- |
2500 |
|
Total Testing charges are Rs. 2500/ |
| 4.2Table 1 (vi)(b) 275 nm) |
- |
2500 |
|
Total Testing charges are Rs. 2500/ |
| 4.2Table 1 (vi)(c) 350 nm) |
- |
2500 |
|
Total Testing charges are Rs. 2500/ |
| 4.2Table 1 (vii)("Freezing point of equal volumes of material and water
IS 5295 : 2023 ") |
- |
3500 |
|
- |
| 4.2Table 1 (viii)("Iron content
IS 5295 : 2023 ") |
- |
1000 |
|
- |
| 4.2Table 1 (ix)("Chlorides content
IS 5295 : 2023 ") |
- |
1000 |
|
- |
| 4.2Table 1 (x)("Purity
IS 5295 : 2023 ") |
- |
2500 |
|
- |
| 4.2Table 1 (xi)("Diethylene glycol content
IS 5295 : 2023 ") |
- |
2000 |
|
- |
| 4.2Table 1 (xii)("Aldehyde (as HCHO)
IS 5295 : 2023 ") |
- |
2000 |
|
- |
| 4.1(Material shall be colourless) |
- |
0 |
|
Testing charges already mentioned |
| 4.2-Table 1-i)(Colour, Pt-Co, Max) |
- |
0 |
|
Testing charges already mentioned |
| 4.2-Table 1-ii)(Relative density1) at 20 °C/20 °C) |
- |
0 |
|
Testing charges already mentioned |
| 4.2-Table 1-iii)(Distillation range at 760 mmHg:
a) Initial boiling point, °C Min
b) The temperature at which
95 ml of material shall distil, °C, Max) |
- |
0 |
|
Testing charges already mentioned |
| 4.2-Table 1-iv)(Moisture content, percent by mass, Max) |
- |
0 |
|
Testing charges already mentioned |
| 4.2-Table 1-v)(Acidity (as acetic acid), ppm, Max) |
- |
0 |
|
Testing charges already mentioned |
| 4.2-Table 1-vi)(Ultra-Violet transmittance in 1 cm cell at
a) 220 nm, Min
b) 275 nm, Min
c) 350 nm, Min ) |
- |
0 |
|
Testing charges already mentioned |
| 4.2-Table 1-vii)(Freezing point of equal volumes of material and water, Max) |
- |
0 |
|
Testing charges already mentioned |
| 4.2-Table 1-viii)(Iron content, ppm, Max) |
- |
0 |
|
Testing charges already mentioned |
| 4.2-Table 1-ix)(Chlorides content (as Cl), ppm, Max) |
- |
0 |
|
Testing charges already mentioned |
| 4.2-Table 1-x)(Purity, percent, Min) |
- |
0 |
|
Testing charges already mentioned |
| 4.2-Table 1-xi)(Diethylene glycol content, ppm, Max) |
- |
0 |
|
Testing charges already mentioned |
| 4.2-Table 1-xii)(Aldehyde (as HCHO), ppm, Max) |
- |
0 |
|
Testing charges already mentioned |
| 6.1(Packing) |
- |
0 |
|
Testing charges already mentioned |
| 6.2(Marking) |
- |
0 |
|
Testing charges already mentioned |
| 4.1("Description
IS 5295 : 2023 ") |
- |
0 |
|
- |
| 4.2Table 1 (i)("Colour
IS 5295 : 2023
") |
- |
0 |
|
- |
| 4.2Table 1 (ii)("Relative density at 20 °C/20 °C
(IS 1448 (Part 167)") |
- |
0 |
|
- |
| 4.2Table 1 (iii)("Distillation range at
760 mmHg
IS 5298") |
- |
0 |
|
- |
| 4.2Table 1 (iii)(a) Initial boiling point) |
- |
0 |
|
- |
| 4.2Table 1 (iii)(b) The temperature at which 95 ml of material shall distil) |
- |
0 |
|
- |
| 4.2Table 1 (iv)("Moisture content
1448 (Part 175) / 1448(Part 182) ") |
- |
0 |
|
- |
| 4.2Table 1 (v)("Acidity (as acetic acid)
IS 5295 : 2023 ") |
- |
0 |
|
- |
| 4.2Table 1 (vi)("Ultra-Violet transmittance in 1 cm cell at
IS 5295 : 2023 ") |
- |
0 |
|
- |
| 4.2Table 1 (vi)(a) 220 nm) |
- |
0 |
|
- |
| 4.2Table 1 (vi)(b) 275 nm) |
- |
0 |
|
- |
| 4.2Table 1 (vi)(c) 350 nm) |
- |
0 |
|
- |
| 4.2Table 1 (vii)("Freezing point of equal volumes of material and water
IS 5295 : 2023 ") |
- |
0 |
|
- |
| 4.2Table 1 (viii)("Iron content
IS 5295 : 2023 ") |
- |
0 |
|
- |
| 4.2Table 1 (ix)("Chlorides content
IS 5295 : 2023 ") |
- |
0 |
|
- |
| 4.2Table 1 (x)("Purity
IS 5295 : 2023 ") |
- |
0 |
|
- |
| 4.2Table 1 (xi)("Diethylene glycol content
IS 5295 : 2023 ") |
- |
0 |
|
- |
| 4.2Table 1 (xii)("Aldehyde (as HCHO)
IS 5295 : 2023 ") |
- |
0 |
|
- |
| 4.1(Material shall be colourless) |
- |
0 |
|
- |
| 4.2-Table 1-i)(Colour, Pt-Co, Max) |
- |
0 |
|
- |
| 4.2-Table 1-ii)(Relative density1) at 20 °C/20 °C) |
- |
0 |
|
- |
| 4.2-Table 1-iii)(Distillation range at 760 mmHg:
a) Initial boiling point, °C Min
b) The temperature at which
95 ml of material shall distil, °C, Max) |
- |
0 |
|
- |
| 4.2-Table 1-iv)(Moisture content, percent by mass, Max) |
- |
0 |
|
- |
| 4.2-Table 1-v)(Acidity (as acetic acid), ppm, Max) |
- |
0 |
|
- |
| 4.2-Table 1-vi)(Ultra-Violet transmittance in 1 cm cell at
a) 220 nm, Min
b) 275 nm, Min
c) 350 nm, Min ) |
- |
0 |
|
- |
| 4.2-Table 1-vii)(Freezing point of equal volumes of material and water, Max) |
- |
0 |
|
- |
| 4.2-Table 1-viii)(Iron content, ppm, Max) |
- |
0 |
|
- |
| 4.2-Table 1-ix)(Chlorides content (as Cl), ppm, Max) |
- |
0 |
|
- |
| 4.2-Table 1-x)(Purity, percent, Min) |
- |
0 |
|
- |
| 4.2-Table 1-xi)(Diethylene glycol content, ppm, Max) |
- |
0 |
|
- |
| 4.2-Table 1-xii)(Aldehyde (as HCHO), ppm, Max) |
- |
0 |
|
- |
| 6.1(Packing) |
- |
0 |
|
- |
| 6.2(Marking) |
- |
0 |
|
- |
| 4.1("Description
IS 5295 : 2023 ") |
- |
0 |
|
- |
| 4.2Table 1 (i)("Colour
IS 5295 : 2023
") |
- |
0 |
|
- |
| 4.2Table 1 (ii)("Relative density at 20 °C/20 °C
(IS 1448 (Part 167)") |
- |
0 |
|
- |
| 4.2Table 1 (iii)("Distillation range at
760 mmHg
IS 5298") |
- |
0 |
|
- |
| 4.2Table 1 (iii)(a) Initial boiling point) |
- |
0 |
|
- |
| 4.2Table 1 (iii)(b) The temperature at which 95 ml of material shall distil) |
- |
0 |
|
- |
| 4.2Table 1 (iv)("Moisture content
1448 (Part 175) / 1448(Part 182) ") |
- |
0 |
|
- |
| 4.2Table 1 (v)("Acidity (as acetic acid)
IS 5295 : 2023 ") |
- |
0 |
|
- |
| 4.2Table 1 (vi)("Ultra-Violet transmittance in 1 cm cell at
IS 5295 : 2023 ") |
- |
0 |
|
- |
| 4.2Table 1 (vi)(a) 220 nm) |
- |
0 |
|
- |
| 4.2Table 1 (vi)(b) 275 nm) |
- |
0 |
|
- |
| 4.2Table 1 (vi)(c) 350 nm) |
- |
0 |
|
- |
| 4.2Table 1 (vii)("Freezing point of equal volumes of material and water
IS 5295 : 2023 ") |
- |
0 |
|
- |
| 4.2Table 1 (viii)("Iron content
IS 5295 : 2023 ") |
- |
0 |
|
- |
| 4.2Table 1 (ix)("Chlorides content
IS 5295 : 2023 ") |
- |
0 |
|
- |
| 4.2Table 1 (x)("Purity
IS 5295 : 2023 ") |
- |
0 |
|
- |
| 4.2Table 1 (xi)("Diethylene glycol content
IS 5295 : 2023 ") |
- |
0 |
|
- |
| 4.2Table 1 (xii)("Aldehyde (as HCHO)
IS 5295 : 2023 ") |
- |
0 |
|
- |
| 4.1(Material shall be colourless) |
- |
0 |
|
- |
| 4.2-Table 1-i)(Colour, Pt-Co, Max) |
- |
0 |
|
- |
| 4.2-Table 1-ii)(Relative density1) at 20 °C/20 °C) |
- |
0 |
|
- |
| 4.2-Table 1-iii)(Distillation range at 760 mmHg:
a) Initial boiling point, °C Min
b) The temperature at which
95 ml of material shall distil, °C, Max) |
- |
0 |
|
- |
| 4.2-Table 1-iv)(Moisture content, percent by mass, Max) |
- |
0 |
|
- |
| 4.2-Table 1-v)(Acidity (as acetic acid), ppm, Max) |
- |
0 |
|
- |
| 4.2-Table 1-vi)(Ultra-Violet transmittance in 1 cm cell at
a) 220 nm, Min
b) 275 nm, Min
c) 350 nm, Min ) |
- |
0 |
|
- |
| 4.2-Table 1-vii)(Freezing point of equal volumes of material and water, Max) |
- |
0 |
|
- |
| 4.2-Table 1-viii)(Iron content, ppm, Max) |
- |
0 |
|
- |
| 4.2-Table 1-ix)(Chlorides content (as Cl), ppm, Max) |
- |
0 |
|
- |
| 4.2-Table 1-x)(Purity, percent, Min) |
- |
0 |
|
- |
| 4.2-Table 1-xi)(Diethylene glycol content, ppm, Max) |
- |
0 |
|
- |
| 4.2-Table 1-xii)(Aldehyde (as HCHO), ppm, Max) |
- |
0 |
|
- |
| 6.1(Packing) |
- |
0 |
|
- |
| 6.2(Marking) |
- |
0 |
|
- |
| 4.1("Description
IS 5295 : 2023 ") |
- |
0 |
|
- |
| 4.2Table 1 (i)("Colour
IS 5295 : 2023
") |
- |
0 |
|
- |
| 4.2Table 1 (ii)("Relative density at 20 °C/20 °C
(IS 1448 (Part 167)") |
- |
0 |
|
- |
| 4.2Table 1 (iii)("Distillation range at
760 mmHg
IS 5298") |
- |
0 |
|
- |
| 4.2Table 1 (iii)(a) Initial boiling point) |
- |
0 |
|
- |
| 4.2Table 1 (iii)(b) The temperature at which 95 ml of material shall distil) |
- |
0 |
|
- |
| 4.2Table 1 (iv)("Moisture content
1448 (Part 175) / 1448(Part 182) ") |
- |
0 |
|
- |
| 4.2Table 1 (v)("Acidity (as acetic acid)
IS 5295 : 2023 ") |
- |
0 |
|
- |
| 4.2Table 1 (vi)("Ultra-Violet transmittance in 1 cm cell at
IS 5295 : 2023 ") |
- |
0 |
|
- |
| 4.2Table 1 (vi)(a) 220 nm) |
- |
0 |
|
- |
| 4.2Table 1 (vi)(b) 275 nm) |
- |
0 |
|
- |
| 4.2Table 1 (vi)(c) 350 nm) |
- |
0 |
|
- |
| 4.2Table 1 (vii)("Freezing point of equal volumes of material and water
IS 5295 : 2023 ") |
- |
0 |
|
- |
| 4.2Table 1 (viii)("Iron content
IS 5295 : 2023 ") |
- |
0 |
|
- |
| 4.2Table 1 (ix)("Chlorides content
IS 5295 : 2023 ") |
- |
0 |
|
- |
| 4.2Table 1 (x)("Purity
IS 5295 : 2023 ") |
- |
0 |
|
- |
| 4.2Table 1 (xi)("Diethylene glycol content
IS 5295 : 2023 ") |
- |
0 |
|
- |
| 4.2Table 1 (xii)("Aldehyde (as HCHO)
IS 5295 : 2023 ") |
- |
0 |
|
- |
| 4.1(Material shall be colourless) |
- |
0 |
|
- |
| 4.2-Table 1-i)(Colour, Pt-Co, Max) |
- |
0 |
|
- |
| 4.2-Table 1-ii)(Relative density1) at 20 °C/20 °C) |
- |
0 |
|
- |
| 4.2-Table 1-iii)(Distillation range at 760 mmHg:
a) Initial boiling point, °C Min
b) The temperature at which
95 ml of material shall distil, °C, Max) |
- |
0 |
|
- |
| 4.2-Table 1-iv)(Moisture content, percent by mass, Max) |
- |
0 |
|
- |
| 4.2-Table 1-v)(Acidity (as acetic acid), ppm, Max) |
- |
0 |
|
- |
| 4.2-Table 1-vi)(Ultra-Violet transmittance in 1 cm cell at
a) 220 nm, Min
b) 275 nm, Min
c) 350 nm, Min ) |
- |
0 |
|
- |
| 4.2-Table 1-vii)(Freezing point of equal volumes of material and water, Max) |
- |
0 |
|
- |
| 4.2-Table 1-viii)(Iron content, ppm, Max) |
- |
0 |
|
- |
| 4.2-Table 1-ix)(Chlorides content (as Cl), ppm, Max) |
- |
0 |
|
- |
| 4.2-Table 1-x)(Purity, percent, Min) |
- |
0 |
|
- |
| 4.2-Table 1-xi)(Diethylene glycol content, ppm, Max) |
- |
0 |
|
- |
| 4.2-Table 1-xii)(Aldehyde (as HCHO), ppm, Max) |
- |
0 |
|
- |
| 6.1(Packing) |
- |
0 |
|
- |
| 6.2(Marking) |
- |
0 |
|
- |
|
- |
- Included w.e.f.20.12.2024 |