3031 |
National Test House (WR) - NTH, Mumbai
| 7107604
| IS 269 (2015) |
Ordinary portland cement - Specification (Sixth Revision) |
- |
10000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
6.1 Table-2 viii(Alkali content) |
- |
500 |
|
- |
6.1 Table-2 vii(Chloride content) |
- |
500 |
|
- |
6.1 Table-2 vi(Loss on ignition) |
- |
500 |
|
- |
6.1 Table-2 v(Total Sulphur Content calculated as Sulphuric Anhydride) |
- |
500 |
|
- |
6.1 Table-2 iii.(Insoluble residue) |
- |
500 |
|
- |
6.1 Table-2 ii.(Ratio of percentage of alumina to that of iron oxide) |
- |
1000 |
|
- |
6 - Table - 1 i(Ratio of percentage of lime to percentages of silica, alumina and iron oxide - Cl 4 of IS 4032:1985) |
- |
500 |
|
- |
7 Table-3 i.(Fineness) |
- |
1000 |
|
- |
7 Table-3 ii a(Expansion by Le Chatelier) |
- |
500 |
|
- |
7 Table-3 ii b(Expansion by Autoclave) |
- |
1000 |
|
- |
7 Table-3 iii a(Setting Time Initial) |
- |
500 |
|
- |
7 Table-3 iii b(Setting Time Final) |
- |
500 |
|
- |
7 Table-3 iv a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6) |
- |
2500 |
|
- |
7 Table-3 iv b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6) |
- |
2500 |
|
- |
7 Table-3 iv c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6) |
- |
2500 |
|
- |
|
24 Jul, 2025 |
- - |
3032 |
CIPET: CENTRE FOR SKILLING AND TECHNICAL SUPPORT (CSTS) - (CIPET), AURANGABAD
| 7123534
| IS 10124 : Part 1 (2009) |
Fabricated PVC-U Fittings for Potable Water Supplies - Specification Part 1 General Requirements (Second Revision) |
- |
9650 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
3(Material) |
- |
4100 |
|
VCM Content
K - Value |
4(Size of fitting) |
- |
0 |
|
Dimension |
5.1 Table-1 Fig.1(Dimension of Socket length) |
- |
500 |
|
Socket Lengths & Diameter at mid point of Socket Length |
5.1.2 Table-1(Dimensions of mean inside diameter at mid-point of socket depth) |
- |
0 |
|
Socket Lengths & Diameter at mid point of Socket Length |
5.1.3 (Out of Roundness Tolerance of Socket Inside Diameter) |
- |
0 |
|
Socket Lengths & Diameter at mid point of Socket Length |
5.2 Table-2 Fig.2(Dimensions of socket for elastomeric sealing ring) |
- |
0 |
|
Socket Lengths & Diameter at mid point of Socket Length |
6.1(Opacity test in accordance with IS 12235 (Part 3)) |
- |
700 |
|
Opacity |
6.2(Short Term Hydraulic Test in accordance with Annex A) |
- |
850 |
|
Short term Hydraulic test (27 °C/1hour) |
8(Marking) |
- |
500 |
|
marking |
3.2.3(socket, measurements) |
- |
500 |
|
- |
6.3(Effect on water test) |
- |
3000 |
|
- |
|
31 Dec, 2026 |
- - |
3033 |
CIPET: CENTRE FOR SKILLING AND TECHNICAL SUPPORT (CSTS) - (CIPET), AURANGABAD
| 7123534
| IS 10124 : Part 2 (2009) |
Fabricated pvc - U fittings for potable water supplies - Specification: Part 2 specific requirements for sockets (Second Revision) |
- |
9650 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
3.2.2, and Fig. 2(Dimensions of Socket for Elastomeric Sealing Ring Joint) |
- |
500 |
|
Dimension |
Clause 3.2.2, and Fig. 2.(Minimum wall thickness for working pressure) |
- |
0 |
|
Included in Dimension |
Clause 3.2.2, and Fig. 2.(B) |
- |
500 |
|
Included in Dimension |
Clause 3.2.2, and Fig. 2(Nominal size) |
- |
0 |
|
Included in Dimension |
3.2.1, Table-1, Fig-1(Plumbing) |
- |
0 |
|
Included in Dimension |
3.2.1, Table-1, Fig-1(Minimum wall thickness for working pressure) |
- |
0 |
|
Included in Dimension |
3.2.1, Table-1, Fig-1(B) |
- |
0 |
|
Included in Dimension |
3.2.1, Table-1, Fig-1(Nominal size) |
- |
0 |
|
Included in Dimension |
10.7 of IS 4985(Sulphated Ash content, Annex-B of IS 4985) |
- |
1200 |
|
Sulphated ash content |
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)) |
- |
3000 |
|
Effect on water |
10.3 of IS 4985 & Cl. 3.2 of IS 12235(P-4)(Effect on water: Cadmium (all three extracts)) |
- |
0 |
|
Effect on water |
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 |
|
Effect on water |
10.3 of IS 4985 & Cl. 3.1 of IS 12235(P-4)(Effect on water: Lead (Third Extraction)) |
- |
0 |
|
Effect on water |
10.3 of IS 4985 & Cl. 3.1 of IS 12235(P-4)(Effect on water: Lead (First Extraction)) |
- |
0 |
|
Effect on water |
10.3 of IS 4985 & Cl. 3.2 of IS 12235(P-4)(Effect on water: Mercury (all three extracts)) |
- |
0 |
|
- |
3.1(General) |
- |
4100 |
|
1100+3000 |
|
31 Dec, 2026 |
- - |
3034 |
CIPET: CENTRE FOR SKILLING AND TECHNICAL SUPPORT (CSTS) - (CIPET), AURANGABAD
| 7123534
| IS 12818 (2010) |
Unplasticized polyvinyl chloride (Pvc - U) screen and casing pipes for bore/tubewells - Specification (Second Revision) |
- |
16700 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
9.6(Vicat Softening Temperature
IS 12235 (Part 2).) |
- |
1100 |
|
VST |
9.5(Tensile Strength
IS 12235(Part 13)) |
- |
1800 |
|
Tensile 1300+500 |
9.4 and Table 14(Resistance to External Blows at 0 ?C
IS 12235 (Part 9)) |
- |
1500 |
|
1000+500 |
9.3(Density
IS 12235 (Part 14)) |
- |
700 |
|
-- |
9.2(Internal Diameter) |
- |
500 |
|
-- |
9.1( Visual Appearance) |
- |
500 |
|
-- |
8.4.1 and Table 13
Fig 3B & 4B(Dimensions of sealing elements) |
- |
1500 |
|
1000+500 |
8.4(Sealing rings - Hardness) |
- |
500 |
|
-- |
8.1 to 8.3 and Table 11 &12
Fig 3A & 4A(THREADING OF SCREEN ANDCASING PIPES.
IS 554.) |
- |
500 |
|
-- |
7.5 and Table 10
Fig 2A & 2B(Approximate Free Passage Area, in Percent (Mean Value) for Width of Slot (w)) |
- |
500 |
|
-- |
7.5 and Table 10
Fig 2A & 2B(Minimum number of slots on the circumference of the cross-section.) |
- |
500 |
|
-- |
7.4 Table 8 & 9
Fig 1(Segmental length, l5) |
- |
500 |
|
-- |
7.4 Table 8 & 9
Fig 1(Segmental length, l4) |
- |
500 |
|
-- |
7.4 Table 8 & 9
Fig 1(Segmental length, l3) |
- |
500 |
|
-- |
7.4 Table 8 & 9
Fig 1(Effective length, l2) |
- |
500 |
|
-- |
7.3.2(Rib height) |
- |
500 |
|
-- |
7.3.1(No.of Ribs) |
- |
500 |
|
-- |
7.2 and Table 5, 6 & 7
Fig 1B(Wall thickness, Max) |
- |
500 |
|
-- |
7.2 and Table 5, 6 & 7
Fig 1B(Wall thickness, Min) |
- |
500 |
|
-- |
7.2 and Table 5, 6 & 7
Fig 1B(Mean Outer Diameter over Connection) |
- |
500 |
|
-- |
7.2 and Table 5, 6 & 7
Fig 1B(Outer Diameter at any point, Max) |
- |
500 |
|
-- |
7.2 and Table 5, 6 & 7
Fig 1B(Outer Diameter at any point , Min) |
- |
500 |
|
-- |
7.2 and Table 5, 6 & 7
Fig 1B(Mean Outer Diameter of Pipe , Max) |
- |
500 |
|
-- |
7.2 and Table 5, 6 & 7
Fig 1B(Mean Outer Diameter of Pipe, Min) |
- |
500 |
|
-- |
7.2 and Table 5, 6 & 7
Fig 1B(Nominal Diameter) |
- |
500 |
|
-- |
7.2 and Table 5, 6 & 7
Fig 1B(DIMENSIONS - Casing Pipes) |
- |
1500 |
|
1000+500 |
7.1 and Table 1, 2, 3, & 4
Fig 1A & 1B(Wall thickness) |
- |
500 |
|
-- |
7.1 and Table 1, 2, 3, & 4
Fig 1A & 1B(Mean Outer Diameter over Connection) |
- |
500 |
|
-- |
7.1 and Table 1, 2, 3, & 4
Fig 1A & 1B(Outer Diameter at any point ) |
- |
500 |
|
-- |
7.1 and Table 1, 2, 3, & 4
Fig 1A & 1B(Mean Outer Diameter of Pipe) |
- |
500 |
|
-- |
7.1 and Table 1, 2, 3, & 4
Fig 1A & 1B(Nominal Diameter) |
- |
500 |
|
-- |
4.1.2 (Ref. Cl 11 of IS 4669)(Composition -Sulphated ash content ) |
- |
1200 |
|
-- |
4.1.2 (Ref. Cl 5.1. of IS 4669)(Composition - Loss on heating ) |
- |
1200 |
|
700+500 |
4.1.1 (Ref. 3.4.1. of IS 10151)(Composition - The monomer content (VCM content) in the
resin - Annex A ofIS 10151) |
- |
3000 |
|
-- |
9.5(Tensile Strength
IS 12235(Part 13)) |
- |
1600 |
|
Tensile 1100+500 |
9.4 and Table 14(Resistance to External Blows at 0 ?C
IS 12235 (Part 9)) |
- |
1400 |
|
1100+300 |
9.3(Density
IS 12235 (Part 14)) |
- |
500 |
|
-- |
7.2 and Table 5, 6 & 7
Fig 1B(DIMENSIONS - Casing Pipes) |
- |
500 |
|
500 |
9.7(Effect on Water
a) Lead (first extraction)
b) Lead (Third extraction)
c) Dialkyl Tin C4 & higher homologues measured as Tin (Third extraction)
d) Cadmium (All three extracts)
e) Mercury (All three extracts)
f) Other Toxic Substances
) |
- |
3000 |
|
- |
4.1.2(K-Value as per IS-4669) |
- |
1100 |
|
- |
|
31 Dec, 2026 |
- - |
3035 |
CIPET: CENTRE FOR SKILLING AND TECHNICAL SUPPORT (CSTS) - (CIPET), AURANGABAD
| 7123534
| IS 13592 (2013) |
Unplasticized Polyvinyl Chloride (PVC-U) Pipes for Soil and Waste Discharge System Inside and Outside Buiildings Including Ventilation and Rainwater System |
- |
25650 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl.5(Surface colour of the pipes shall be dark shade of grey) |
- |
500 |
|
- |
Cl6.3(The composition shall be based on PVC resin
having a K-value of 64 or greater when tested in
accordance with IS 4669) |
- |
1100 |
|
K – Value |
Cl.7.1(Mean outside diameter, outside diameter at any point
for Type A and Type B pipes
manufactured plain or with socket shall be as given in
Table 1. Dimensions shall be measured according to
the method given in IS 12235 (Part 1).) |
- |
500 |
|
Dimension |
Cl.7.1( outside diameter at any point
for Type A and Type B pipes
manufactured plain or with socket shall be as given in
Table 1. Dimensions shall be measured according to
the method given in IS 12235 (Part 1).) |
- |
0 |
|
Included in Dimension |
Cl.7.1( wall thickness at any point
for Type A and Type B pipes
manufactured plain or with socket shall be as given in
Table 1. Dimensions shall be measured according to
the method given in IS 12235 (Part 1).) |
- |
0 |
|
Included in Dimension |
Cl.7.2(Pipes shall be supplied in nominal lengths of 2, 3, 4 or
6 metres either plain or with socket for solvent
cementing/grooved socket. Tolerances on specified
length shall be + 10 mm and – 0 mm.The nominal length of the pipe with socket for solvent
cementing/grooved socket shall be as given in Fig. 1.) |
- |
0 |
|
Included in Dimension |
Cl.7.3.1(Minimum wall thickness of socket on pipes shall
be as given in Table 2 read with Fig. 2 and Fig. 3.) |
- |
0 |
|
Included in Dimension |
Cl.7.3.2(Dimensions of sockets for solvent cementing and
grooved sockets of pipes shall be as given in Tables 3
and 4 respectively, read with Fig. 2 and 3.) |
- |
0 |
|
Included in Dimension |
Cl.8.1(The internal and external surface of the pipes shall be
smooth and clean, and free from grooving and other
defects. The end shall be clearly cut and shall be square
with the axis of the pipe. The end may be chamfered
on the plain side.) |
- |
500 |
|
Visual appearance |
Cl.8.2(When tested by the method described in IS 12235
(Part 5), a length of pipe sample of 200 ± 20 mm shall
not alter in length by more than 5 percent. In the case
of socket ended pipes, this test shall be carried out on
the plain portion of pipe taken at least 100 mm away
from the root of the socket.) |
- |
1200 |
|
Reversion (700+500) |
Cl8.3(This test shall be carried out for socket end pipes only.
When tested by the method described in IS 12235
(Part 6), the test specimens shall not show blisters,
excessive delamination or cracking or signs of weld
line splitting.) |
- |
700 |
|
Stress relief test |
Cl.8.4(When determined in accordance with IS 12235 (Part 2),
the vicat softening temperature of the specimen shall
not be less than 79°C.) |
- |
1100 |
|
Vicat Softening temp. (VST) |
Cl.8.5(After the required
period of exposure, the tensile strengths of two samples when tested as per IS 12235 (Part 13) shall not show
difference of more than 20 percent of their initial tensile
strengths) |
- |
3500 |
|
Effect on sunlight for 1600 hrs*(Manual) |
Cl. 9, IS 12235 Part 7(Resistance to Sulphuric Acid) |
- |
2500 |
|
Resistance to sulphic acid 55°C/14days + Sample Preparation (2000+500) |
Cl.10.1(When tested by method prescribed in IS 12235 (Part 9),the pipe shall have a true impact rate of not more than
10 percent. Mass of striker and height of fall shall be
as per Annex A.) |
- |
1600 |
|
Resistance to external blow at 0°C(Impact) + Sample Preparation (1100+500) |
Cl.10.2(When determined in accordance with the method
described in IS 12235 (Part 13), the tensile strength at
break shall not be less than 45 MPa.) |
- |
1800 |
|
Tensile strength (Before Exposure) + Sample Preparation (1300+500) |
Cl.10.3(The axial shrinkage shall not exceed 2 percent when
determined in accordance with Annex B.) |
- |
850 |
|
Axial Shrinkage (Type B pipe only) (90˚C/ 1 Hour) |
Cl.11.(Jointing of solvent
cementing joints is to be carried out using solvent
conforming to IS 14182.
Apply a pressure of 0.05 MPa for a period of 15 min
and there should be no leakage at any joint.) |
- |
1000 |
|
Water tightness of joints |
Cl. 12, IS 12235 Part 11(Resistance to Di-Chloro-Methane) |
- |
1000 |
|
Resistance to Dichloromethane at Specified temp. |
Cl.7.1( outside diameter at any point
for Type A and Type B pipes
manufactured plain or with socket shall be as given in
Table 1. Dimensions shall be measured according to
the method given in IS 12235 (Part 1).) |
- |
500 |
|
Included in Dimension |
Cl.8.2(When tested by the method described in IS 12235
(Part 5), a length of pipe sample of 200 ± 20 mm shall
not alter in length by more than 5 percent. In the case
of socket ended pipes, this test shall be carried out on
the plain portion of pipe taken at least 100 mm away
from the root of the socket.) |
- |
1200 |
|
Reversion 700+500 |
Cl. 9, IS 12235 Part 7(Resistance to Sulphuric Acid) |
- |
2500 |
|
Resistance to sulphic acid 55°C/14days + Sample Preparation |
Cl.10.1(When tested by method prescribed in IS 12235 (Part 9),the pipe shall have a true impact rate of not more than
10 percent. Mass of striker and height of fall shall be
as per Annex A.) |
- |
1400 |
|
Resistance to external blow at 0°C(Impact) + Sample Preparation |
Cl.10.2(When determined in accordance with the method
described in IS 12235 (Part 13), the tensile strength at
break shall not be less than 45 MPa.) |
- |
1350 |
|
Tensile strength (Before Exposure) + Sample Preparation |
Cl.10.3(The axial shrinkage shall not exceed 2 percent when
determined in accordance with Annex B.) |
- |
700 |
|
Axial Shrinkage (Type B pipe only) (90˚C/ 1 Hour) |
8.6(Effect on Water Test) |
- |
3000 |
|
- |
|
31 Dec, 2026 |
- - |
3036 |
CIPET: CENTRE FOR SKILLING AND TECHNICAL SUPPORT (CSTS) - (CIPET), AURANGABAD
| 7123534
| IS 9271 (2004) |
Unplasticized polyvinyl chloride (UPVC) single wall corrugated pipes for drainage - Specification (First Revision) |
- |
16300 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
5.1(MATERIAL-(Conform to IS 10151)) |
- |
3000 |
|
Material identification |
5.1.3(MATERIAL- (Refer IS 4669)) |
- |
1100 |
|
included in 5.1 |
8.2(Density-When tested in accordance with ]S 13360 (Part 3/Sec 1), the densi of the pipe shall be between 1.40 and 1.46 gm/cm3 .) |
- |
700 |
|
Density |
8.5(Elongation Test-(Annex C,)- pipes shall not elongate more than 7.5 percent) |
- |
1300 |
|
Elongation test |
7.4.2(Perforation Requirement-The maximum in flow area shall be 80 cm2/m length of pipe of all diameters) |
- |
500 |
|
Perforation Requirement |
7.4.3(Perforation Requirement-The heght of corrugation -The depth of corrugations shall be 3 percent, Min of nominal outside diameter (dn).) |
- |
0 |
|
Perforation Requirement |
7, Table 1(DIMENSIONS AND TOLERANCE-The nominal outside diameter and tolerances of the corrugated pipes shall be as per Table 1) |
- |
500 |
|
Dimension and tolerences |
7.2, 8(Wall Thickness) |
- |
500 |
|
included in dimension and tolerences |
7.3(Length) |
- |
500 |
|
included in dimension and tolerences |
8.1.1(Visual Appearance, Workmanship and
Finish) |
- |
500 |
|
Visual Appearance, Workmanship & Finish |
8.1.2(Visual Appearance, Workmanship and
Finish) |
- |
0 |
|
Visual Appearance, Workmanship & Finish |
8.3,Table 3(Pipe stiffness-(Refer Annex A)) |
- |
1100 |
|
Pipe Stiffness |
8.4,Table 3(Impact Strength at 0 degree C- (refer Annex B)) |
- |
1600 |
|
Impact strength at O °C 1100+500 |
8.6(BendIng Test-(Annex D,)) |
- |
1000 |
|
Bending test |
8.7(Joints) |
- |
1000 |
|
Joint test |
7.4.1(Perforation Requirement- There sh.all be maximum 8 rows of perforation) |
- |
0 |
|
Perforation Requirement |
6(TYPES- perforated or
non-perforated types.) |
- |
0 |
|
- |
8.8(The quantities of lead, dialkyl tin C4 and higher homologues (measured as tin), and any other toxic substances extracted from the internal walls of the pipes) |
- |
3000 |
|
-- |
|
31 Dec, 2026 |
- - |
3037 |
CIPET: CENTRE FOR SKILLING AND TECHNICAL SUPPORT (CSTS) - (CIPET), AURANGABAD
| 7123534
| IS 15778 (2007) |
Chlorinated polyvinyl chloride (Cpvc) pipes for potable hot and cold water distribution supplies - Specification |
- |
148625 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
5
Table 1(Classification of pipes) |
- |
500 |
|
Classification of pipe |
6.2.1
Annex B(Chloride Content of Resin) |
- |
2000 |
|
Chloride content of resin |
6.3.1
Annex B(Chloride content) |
- |
4300 |
|
Resin Chlorine content |
6.3.2
Annex C(Verification of the Malfunction Temperature, Tmal:
) |
- |
1100 |
|
Heat Deflection Temp. (HDT) |
6.3.2
IS 13360 (Part 3/See 1)(Density) |
- |
500 |
|
Density |
7.1
IS 12235 (Part 1)
Table 2(Dimension of Pipes:
Mean outside Diameter) |
- |
500 |
|
Dimension of pipe |
7.1,7.1.1
IS 12235 (Part 1)
Table 2(Outside Diameter at any point) |
- |
500 |
|
Outside diameter at any point |
7.1.2
IS 12235 (Part 1)
Table 2(Wall Thickness ) |
- |
500 |
|
wall thickness |
7.1.3 (Effective length) |
- |
500 |
|
Effective lenght |
8(Pipe Ends) |
- |
500 |
|
Pipe ends ( Visual) |
9.1(Visual Appearance) |
- |
500 |
|
Visual Appearance |
9.2
IS 12235 (Part 3)(Opacity) |
- |
700 |
|
Opasity |
Cl. 9.3,IS 4985 Cl. 10.3(Lead (first extraction)) |
- |
3000 |
|
Effect on water |
Cl. 9.3,IS 4985 Cl. 10.3(Lead (third extraction)) |
- |
0 |
|
Effect on water |
Cl. 9.3,IS 4985 Cl. 10.3(Dialkyl tin C4 and higher homologues measured as tin (third extraction)) |
- |
0 |
|
Effect on water |
Cl. 9.3,IS 4985 Cl. 10.3(Cadmium (for all three extracts) ) |
- |
0 |
|
effect on water |
Cl. 9.3,IS 4985 Cl. 10.3(Mercury (for all three extracts) ) |
- |
0 |
|
Effect on water |
Cl. 9.3,IS 4985 Cl. 10.3(Other toxic substances such as 'di-n-octyl-tin- s-s bis iso-octyl mercapto acetate' and 'butyl stearate' (third extraction) ) |
- |
0 |
|
Effect on water |
9.4
IS 12235(Part 5/Sec 1 and Sec 2)(Reversion Test :
When tested by the method prescribed in IS 12235(Part 5/Sec 1 and Sec 2), a length of pipe 200 + 20 mm long shall not alter in length by more than 5 percent.) |
- |
1200 |
|
Reversion 700+500 |
9.5
IS 12235(Part 2)(Vicat Softening Temperature:
When tested by the method prescribed in IS 12235(Part 2), the Vicat softening temperature of the specimen
shall not be less than 110°C.) |
- |
1100 |
|
Vicat Softening temp. (VST) |
9.6
IS 12235(Part 14)(Density) |
- |
500 |
|
Density |
10.1
Table 3
IS 12235
(Part 8/Sec 1)(Hydrostatic Characteristics) |
- |
850 |
|
Hydrostatic Characteristics
Acceptance test (20°C /1 h. ) 850 |
10.1
Table 3
IS 12235
(Part 8/Sec 1)(Hydrostatic Characteristics) |
- |
4800 |
|
Type test (95°C /165 h. ) 4800 |
10.1
Table 3
IS 12235
(Part 8/Sec 1)(Hydrostatic Characteristics) |
- |
11000 |
|
Type test (95°C /1000 h. ) 11000 |
10.2
Table 3
IS 12235
(Part 8/Sec 1)(Thermal Stability by Hydrostatic Pressure Testing) |
- |
109500 |
|
Thermal Stability by Hydrostatic Pressure Type Test 950C/ 8760 hr/12.50 |
10.3
IS 4985
Table 4(Resistance to External Blow at O°C:
When tested by the method prescribed in IS 4985, with classified striker mass and drop height as given in Table 4, the pipe shall have a true impact rate of not more than 10 percent.) |
- |
1500 |
|
Resistance to External Blow at 0 °C
1000+500 |
10.4
IS 12235(Part 19)(Flattening Test) |
- |
1100 |
|
Flattening Test |
10.5
IS 12235(Part 13)(Tensile Strength :
When tested by the method prescribed in IS 12235(Part 13), the tensile strength at yield shall not be less than 50 MPaat 27±2°C.
) |
- |
1800 |
|
Tensile Strength
1300+500 |
|
31 Dec, 2026 |
- - |
3038 |
CIPET: CENTRE FOR SKILLING AND TECHNICAL SUPPORT (CSTS) - (CIPET), AURANGABAD
| 7123534
| 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 - |
- |
21500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
19(Marking) |
- |
500 |
|
Marking |
3(Type of Fitting) |
- |
500 |
|
Type of fitting |
4(Size Designation) |
- |
500 |
|
Dimension |
5(Colour of fittings) |
- |
500 |
|
Colour of fittings |
7.1,Table 1(Wall thickness) |
- |
500 |
|
Included in Dimension |
7.2 ,Table 2&3(Socket Dimensions) |
- |
500 |
|
Included in Dimension |
7.3(Dimensions of waste trap(Nahani Trap) |
- |
500 |
|
Included in Dimension |
8(Sealing Rings) |
- |
1550 |
|
Hardness of Sealing Ring
1050+500 |
10(Workmanship) |
- |
500 |
|
Workmanship |
11(Design requirements) |
- |
500 |
|
Design Requirement (Visual)
Access Opening (Optional) |
11.1(Solvent cement type or Rubber ring type) |
- |
500 |
|
Included in Design Requirement (Visual) |
11.2(Socket and spigot configeration) |
- |
500 |
|
Included in Design Requirement (Visual) |
11.4,Table 5(Vent cowl) |
- |
500 |
|
Included in dimension |
11.5,Table 6(Pipe Clips) |
- |
500 |
|
Included in Dimension |
12.1(Visual appearance) |
- |
500 |
|
Visual Appearance |
12.2(Stress relief test) |
- |
1200 |
|
Stress Relief test
700+500 |
12.3(Vicat softening tempewrature) |
- |
1100 |
|
Vicat Softening Temp. (VST) |
Cl.13, IS 12235 (P-7)-2004, (Resistance to Sulphuric Acid) |
- |
2500 |
|
Resistance to Sulphuric Acid ( 55 °C/14 days)
2000+500 |
Cl.14, Annex A(Titanium Di-Oxide Content) |
- |
1200 |
|
Titanium Dioxide Content (TiO2) |
Cl.15, Annex B(Sulphated Ash Content) |
- |
1200 |
|
Sulphated Ash Content |
16.1(Impact test) |
- |
1100 |
|
Impact test (Drop test) |
17(Watet tightness of joint) |
- |
850 |
|
Water Tightness of Joints |
12.4(Effect on water test) |
- |
3000 |
|
- |
11.3(Access Openings) |
- |
500 |
|
- |
Table 4(Dimension of Access Openings) |
- |
500 |
|
- |
|
31 Dec, 2026 |
- - |
3039 |
CIPET: CENTRE FOR SKILLING AND TECHNICAL SUPPORT (CSTS) - (CIPET), AURANGABAD
| 7123534
| IS 15328 (2003) |
Unplasticized Non-Pressure Polyvinyl Chloride ( PVC -U ) Pipes for use in Underground Drainage and Sewerage Systems - |
- |
24900 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
6.1,6.1.1
IS 12235 (Part 1)
Table 1(Dimension of Pipes:
Mean outside Diameter, dem) |
- |
500 |
|
Dimension of Pipe & Socket |
6.1,6.1.1
IS 12235 (Part 1)
Table 1(Outside Diameter at any point, de) |
- |
500 |
|
Dimension of Pipe & Socket |
6.1.2
IS 4985
Table 2(Wall Thickness, e ) |
- |
500 |
|
Dimension of Pipe & Socket |
6.1.3 (Length of Pipe) |
- |
500 |
|
Dimension of Pipe & Socket |
6.1.4,
Table 3(Dimensions of integral sockets and spigot ends :-
a) Elastomeric Sealing Ringsockets and
spigot ends
i)Meean inside dia. Of socket, dsm) |
- |
500 |
|
Dimension of Pipe & Socket |
6.1.4,
Table 3(ii) Min. depth of engagement, A. ) |
- |
500 |
|
Dimension of Pipe & Socket |
6.1.4
Table 3(iii) Depth of sealing Zone C ) |
- |
500 |
|
Dimension of Pipe & Socket |
6.1.4,
Table 3(iv) Length of spigot, l1) |
- |
500 |
|
Dimension of Pipe & Socket |
6.1.4,
Table 3(v) Chamfer length, H : Approx.) |
- |
500 |
|
Dimension of Pipe & Socket |
6.1.4.1
(wall thickness of sockets
e2 min=0.9e
) |
- |
500 |
|
Dimension of Pipe & Socket |
6.1.4.1
(e3min=0.75e) |
- |
500 |
|
Dimension of Pipe & Socket |
6.1.4,
Table 4(b) Solvent Cement Joint sockets and
spigot ends
i) Mean inside dia. Of socket, dsm) |
- |
500 |
|
Dimension of Pipe & Socket |
6.1.4,
Table 4(ii) Length of Solvent Cement socket, l2 ) |
- |
500 |
|
Dimension of Pipe & Socket |
6.1.4,
Table 4(iii) Length of spigot, l1, 100 mm Min.) |
- |
500 |
|
Dimension of Pipe & Socket |
6.1.4,
Table 4(iv) Chamfer length, H, 7 mm Approx.) |
- |
500 |
|
Dimension of Pipe & Socket |
7.1(Appearance:-
) |
- |
500 |
|
Appearance |
7.2(Colour ) |
- |
500 |
|
Colour |
7.3
IS 1223S
( Part 2)(Vicat Softening Temperature
When determined according to IS 1223S
( Part 2), shall not be lessthan 79°C.) |
- |
1100 |
|
Vicat Softening temp. (VST) |
7.4
IS 1223S ( Part 5)(Longitudinal Reversion:
When tested according to the methodprescribed in IS 1223S ( Part 5), shall not exceed ± 5 percent.
The pipe shall not exhibit any blisters, bubbles or crackson completion of the test.) |
- |
1200 |
|
Longitudinal Reversion 700+500 |
8.1
Annex B(Resistance to External Blows at 0ºC:
When tested according to the method prescribed in Annex B, the pipes hall have a true impact rate of not more than I0 percent.) |
- |
1600 |
|
Resistance to External Blow at 0 °C
1100+500 |
8.2
Annex C
Table 5(Ring Stiffness:
When tested according to the method described in Annex C,the ring stiffness of the pipe shall be as stated in Table 5) |
- |
1600 |
|
Ring Stiffness
1100+500 |
8.3
IS 12235 ( Part 8/ Sec 1 )
Table 6(Resistance to internal Hydrostatic Pressure(Type Test)
a) Acceptance Test:(1h at 27 0 C)
) |
- |
850 |
|
Acceptance test (1 hr/270C) |
8.3
IS 12235 ( Part 8/ Sec 1 )
Table 6(b) Type Test:(1000h at 60 0 C)
) |
- |
11000 |
|
Type test (1000 hrs /600C) |
9
9.1, IS 5382(JOINTS:-
a) Elastomeric Sealing Rings) |
- |
500 |
|
- |
9.2
IS 14182(b) Solvent cement) |
- |
500 |
|
- |
10.1.1
Annex D(Internal hydrostatic pressure test for elastomeric sealing ring joints) |
- |
0 |
|
Included in 10.2.1 |
10.1.2
Annex E(Internal negative hydrostatic pressure test (internal vacuum) for elastomeric sealing ring joints) |
- |
1000 |
|
Internal Negative Hydrostatic Pressure test (internal Vacuum) for Elastomeric Sealing ring joints |
10.2.1(Internal hydrostatic pressure test for solvent cemented Joints) |
- |
850 |
|
Internal Hydrostatic Pressure test for Elastomeric |
10.2.2(Internal negative hydrostatic pressure test (internal vacuum)for solvent cemented joints) |
- |
0 |
|
Included in 10.1.2 |
5,5.2(Composition of the material
The material shall contain a minimum of
0.3 percent of rutile grade titanium dioxide.) |
- |
1200 |
|
Titanium Dioxide Content (TiO2 |
'7.5 (amdt.7)(Effect on Water (Type test)) |
- |
3000 |
|
- |
|
31 Dec, 2026 |
- - |
3040 |
DELHI TEST HOUSE, Azadhpur
| 8131406
| IS 5168 (2018) |
Glass feeding bottles - Specification (First Revision) |
- |
22500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl 5.1(Materials) |
- |
6000 |
|
NA |
Cl 5.2(Description) |
- |
500 |
|
NA |
Cl 5.3(Capacity) |
- |
1000 |
|
NA |
Cl 5.4(Types, Dimensions and Wall Thickness) |
- |
1000 |
|
NA |
Cl 5.5(Scale and Graduations) |
- |
1500 |
|
NA |
Cl 5.7(Thermal Shock Resistance) |
- |
2500 |
|
NA |
Cl 5.5(Scale and Graduations) |
- |
1500 |
|
NA |
5.6(Limit of Alkalinity) |
- |
2000 |
|
NA |
5.8(Migration of Heavy and toxic Elements) |
- |
5500 |
|
NA |
Cl 5.3(Capacity) |
- |
250 |
|
NA |
"Clause 5.2.1 Sub Clause.5.2.1.1 &5.2.1.2 "(Manufacture, workmanship, Finish and Appearance) |
- |
250 |
|
NA |
Cl 5.7(Thermal Shock Resistance) |
- |
2000 |
|
NA |
|
17 Jun, 2027 |
- - |
3041 |
DELHI TEST HOUSE, Azadhpur
| 8131406
| IS 12701 (1996) |
Rotational moulded polyethylene water storage tanks - specification (First Revision) |
- |
14500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
4.2.3(Carbon Black Content ) |
- |
1500 |
|
Rs. :-14500/-( UPTO SIZE 1000 LITRE WATER TANK)
Rs.:- 20500/-(ABOVE 1000 LITRE TANK) |
4.2.3(Carbon Dispersion Test) |
- |
2500 |
|
Rs. :-14500/-( UPTO SIZE 1000 LITRE WATER TANK)
Rs.:- 20500/-(ABOVE 1000 LITRE TANK) |
5(Types and Features ) |
- |
500 |
|
Rs. :-14500/-( UPTO SIZE 1000 LITRE WATER TANK)
Rs.:- 20500/-(ABOVE 1000 LITRE TANK) |
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank) |
- |
1500 |
|
Rs. :-14500/-( UPTO SIZE 1000 LITRE WATER TANK)
Rs.:- 20500/-(ABOVE 1000 LITRE TANK) |
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank) |
- |
1500 |
|
Rs. :-14500/-( UPTO SIZE 1000 LITRE WATER TANK)
Rs.:- 20500/-(ABOVE 1000 LITRE TANK) |
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank) |
- |
1500 |
|
Rs. :-14500/-( UPTO SIZE 1000 LITRE WATER TANK)
Rs.:- 20500/-(ABOVE 1000 LITRE TANK) |
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank) |
- |
1500 |
|
Rs. :-14500/-( UPTO SIZE 1000 LITRE WATER TANK)
Rs.:- 20500/-(ABOVE 1000 LITRE TANK) |
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank) |
- |
1500 |
|
Rs. :-14500/-( UPTO SIZE 1000 LITRE WATER TANK)
Rs.:- 20500/-(ABOVE 1000 LITRE TANK) |
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank) |
- |
1500 |
|
Rs. :-14500/-( UPTO SIZE 1000 LITRE WATER TANK)
Rs.:- 20500/-(ABOVE 1000 LITRE TANK) |
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank) |
- |
1500 |
|
Rs. :-14500/-( UPTO SIZE 1000 LITRE WATER TANK)
Rs.:- 20500/-(ABOVE 1000 LITRE TANK) |
5.1 Table 1(Dimensioas of Cylinderical Vertical Tank) |
- |
1500 |
|
Rs. :-14500/-( UPTO SIZE 1000 LITRE WATER TANK)
Rs.:- 20500/-(ABOVE 1000 LITRE TANK) |
5.2 Table 2(Dimensions of Rectangular Loft Tanks) |
- |
1500 |
|
Rs. :-14500/-( UPTO SIZE 1000 LITRE WATER TANK)
Rs.:- 20500/-(ABOVE 1000 LITRE TANK) |
5.2 Table 2(Dimensions of Rectangular Loft Tanks) |
- |
1500 |
|
Rs. :-14500/-( UPTO SIZE 1000 LITRE WATER TANK)
Rs.:- 20500/-(ABOVE 1000 LITRE TANK) |
5.2 Table 2(Dimensions of Rectangular Loft Tanks) |
- |
1500 |
|
Rs. :-14500/-( UPTO SIZE 1000 LITRE WATER TANK)
Rs.:- 20500/-(ABOVE 1000 LITRE TANK) |
5.2 Table 2(Dimensions of Rectangular Loft Tanks) |
- |
150 |
|
Rs. :-14500/-( UPTO SIZE 1000 LITRE WATER TANK)
Rs.:- 20500/-(ABOVE 1000 LITRE TANK) |
5.2 Table 2(Dimensions of Rectangular Loft Tanks) |
- |
1500 |
|
Rs. :-14500/-( UPTO SIZE 1000 LITRE WATER TANK)
Rs.:- 20500/-(ABOVE 1000 LITRE TANK) |
5.2 Table 2(Dimensions of Rectangular Loft Tanks) |
- |
1500 |
|
Rs. :-14500/-( UPTO SIZE 1000 LITRE WATER TANK)
Rs.:- 20500/-(ABOVE 1000 LITRE TANK) |
5.2 Table 2(Dimensions of Rectangular Loft Tanks) |
- |
1500 |
|
Rs. :-14500/-( UPTO SIZE 1000 LITRE WATER TANK)
Rs.:- 20500/-(ABOVE 1000 LITRE TANK) |
5.2 Table 2(Dimensions of Rectangular Loft Tanks) |
- |
1500 |
|
Rs. :-14500/-( UPTO SIZE 1000 LITRE WATER TANK)
Rs.:- 20500/-(ABOVE 1000 LITRE TANK) |
5.3(Types and Features ) |
- |
500 |
|
Rs. :-14500/-( UPTO SIZE 1000 LITRE WATER TANK)
Rs.:- 20500/-(ABOVE 1000 LITRE TANK) |
5.6(Types and Features ) |
- |
500 |
|
Rs. :-14500/-( UPTO SIZE 1000 LITRE WATER TANK)
Rs.:- 20500/-(ABOVE 1000 LITRE TANK) |
6.1(Finish) |
- |
500 |
|
Rs. :-14500/-( UPTO SIZE 1000 LITRE WATER TANK)
Rs.:- 20500/-(ABOVE 1000 LITRE TANK) |
7.1.1(Resistance to Deformation) |
- |
1500 |
|
Rs. :-14500/-( UPTO SIZE 1000 LITRE WATER TANK)
Rs.:- 20500/-(ABOVE 1000 LITRE TANK) |
7.1.2(Resistance to Deformation) |
- |
1500 |
|
Rs. :-14500/-( UPTO SIZE 1000 LITRE WATER TANK)
Rs.:- 20500/-(ABOVE 1000 LITRE TANK) |
7.2(Resistance to Impact) |
- |
1500 |
|
Rs. :-14500/-( UPTO SIZE 1000 LITRE WATER TANK)
Rs.:- 20500/-(ABOVE 1000 LITRE TANK) |
7.3(Test for Top Load Resistance) |
- |
1000 |
|
Rs. :-14500/-( UPTO SIZE 1000 LITRE WATER TANK)
Rs.:- 20500/-(ABOVE 1000 LITRE TANK) |
7.4(Tensile Strength) |
- |
1500 |
|
Rs. :-14500/-( UPTO SIZE 1000 LITRE WATER TANK)
Rs.:- 20500/-(ABOVE 1000 LITRE TANK) |
7.5(Flexural Modulus) |
- |
1500 |
|
Rs. :-14500/-( UPTO SIZE 1000 LITRE WATER TANK)
Rs.:- 20500/-(ABOVE 1000 LITRE TANK) |
7.6(overall Migration) |
- |
3000 |
|
Rs. :-14500/-( UPTO SIZE 1000 LITRE WATER TANK)
Rs.:- 20500/-(ABOVE 1000 LITRE TANK) |
5.1 Table 1 (7)(Minimum Weight of Tank (Without Lid)) |
- |
500 |
|
Rs. :-14500/-( UPTO SIZE 1000 LITRE WATER TANK)
Rs.:- 20500/-(ABOVE 1000 LITRE TANK) |
5.2 Table 2 (7)(Minimum Wall Thickness) |
- |
250 |
|
Rs. :-14500/-( UPTO SIZE 1000 LITRE WATER TANK)
Rs.:- 20500/-(ABOVE 1000 LITRE TANK) |
5.4(Wall Thickness above effective height) |
- |
250 |
|
Rs. :-14500/-( UPTO SIZE 1000 LITRE WATER TANK)
Rs.:- 20500/-(ABOVE 1000 LITRE TANK) |
9.1(Lid Thickness) |
- |
250 |
|
Rs. :-14500/-( UPTO SIZE 1000 LITRE WATER TANK)
Rs.:- 20500/-(ABOVE 1000 LITRE TANK) |
9.1(Man-Hole and Hand-Hole Lids) |
- |
250 |
|
Rs. :-14500/-( UPTO SIZE 1000 LITRE WATER TANK)
Rs.:- 20500/-(ABOVE 1000 LITRE TANK) |
9.2(Man-Hole and Hand-Hole Lids) |
- |
250 |
|
Rs. :-14500/-( UPTO SIZE 1000 LITRE WATER TANK)
Rs.:- 20500/-(ABOVE 1000 LITRE TANK) |
9.2.1(Man-Hole and Hand-Hole Lids) |
- |
250 |
|
Rs. :-14500/-( UPTO SIZE 1000 LITRE WATER TANK)
Rs.:- 20500/-(ABOVE 1000 LITRE TANK) |
7.3(Test for Top Load Resistance) |
- |
1000 |
|
Rs. :-14500/-( UPTO SIZE 1000 LITRE WATER TANK)
Rs.:- 20500/-(ABOVE 1000 LITRE TANK) |
6.1(Finish) |
- |
250 |
|
Rs. :-14500/-( UPTO SIZE 1000 LITRE WATER TANK)
Rs.:- 20500/-(ABOVE 1000 LITRE TANK) |
4.2.1(Density) |
- |
1000 |
|
Rs. :-14500/-( UPTO SIZE 1000 LITRE WATER TANK)
Rs.:- 20500/-(ABOVE 1000 LITRE TANK) |
7.6(overall Migration) |
- |
3000 |
|
Rs. :-14500/-( UPTO SIZE 1000 LITRE WATER TANK)
Rs.:- 20500/-(ABOVE 1000 LITRE TANK) |
4.2.2(MFR) |
- |
1000 |
|
Rs. :-14500/-( UPTO SIZE 1000 LITRE WATER TANK)
Rs.:- 20500/-(ABOVE 1000 LITRE TANK) |
|
17 Jun, 2027 |
- - |
3042 |
DELHI TEST HOUSE, Azadhpur
| 8131406
| IS 15609 (2005) |
Polyethylene flexible pouches for the packing of natural mineral water and packaged drinking water - Specification |
- |
12000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
7.5 Annex J(Product resistance test for printed pouches) |
- |
500 |
|
NA |
7.4 Annex H(Ink adhesion test for printed pouches) |
- |
500 |
|
NA |
7.3 Annex G(Drop test ) |
- |
500 |
|
NA |
7.2 Annex F(Stack Load test) |
- |
500 |
|
NA |
7.1 Annex E(Water Potability test (after 30 Days) a) Taste b) Odour) |
- |
1000 |
|
NA |
6.1.10 Annex -6 of IS:2508:2016(Dart impact Resistance) |
- |
500 |
|
NA |
6.1.9 Annex 4 of IS:2508:2016(Elongation at break - b. Crosswise direction) |
- |
500 |
|
NA |
6.1.9 Annex 4 of IS:2508:2016(Elongation at break - a. Lengthwise direction) |
- |
500 |
|
NA |
6.1.8 Annex 4 of IS:2508:2016(Tensile Strength b. Crosswise direction) |
- |
500 |
|
NA |
6.1.8 Annex 4 of IS:2508:2016(Tensile Strength a. Lengthwise direction) |
- |
500 |
|
NA |
6.1.7 IS: 9845:1998(Migration- b. Colour migration) |
- |
3500 |
|
NA |
6.1.7 IS: 9845:1998(Migration- a. Amount of extractive ) |
- |
2000 |
|
NA |
6.1.6(Width) |
- |
250 |
|
NA |
6.1.5 A-2 of IS: 2508:2016(Thickness) |
- |
250 |
|
NA |
6.1.4(Odour) |
- |
250 |
|
NA |
6.1.3(Winding of the Film ) |
- |
250 |
|
NA |
6.1.2(Film Form) |
- |
250 |
|
NA |
6.1.1(Description) |
- |
250 |
|
NA |
5(Material) |
- |
750 |
|
NA |
Clause 7.2(Water Potability test (after 30 Days) a) Taste b) Odour) |
- |
1000 |
|
NA |
6.1.7(Migration test) |
- |
3500 |
|
NA |
7.2(Water potability) |
- |
1000 |
|
NA |
7.3(Stack load test) |
- |
1000 |
|
NA |
7.6(Product resistance test) |
- |
500 |
|
NA |
7.5(Ink adhesion test) |
- |
500 |
|
NA |
Table 3((i) Barium) |
- |
500 |
|
NA |
Table 3(ii) Cobalt) |
- |
500 |
|
NA |
Table 3(iii) Copper) |
- |
500 |
|
NA |
Table 3(iv) Iron) |
- |
500 |
|
NA |
Table 3(v) Lithium) |
- |
500 |
|
NA |
Table 3(vi) Manganese) |
- |
500 |
|
NA |
Table 3(viii) Antimony) |
- |
500 |
|
NA |
Table 3(ix) Phthalic acid, bis(2-ethylhexyl)ester (DEHP)) |
- |
500 |
|
NA |
6.1.10(Dart Impact Resistance) |
- |
1000 |
|
NA |
9(Packing and Marking) |
- |
250 |
|
NA |
|
17 Jun, 2027 |
- - |
3043 |
Indian Institute of Packaging (IIP), Delhi
| 8177901
| IS 18482 (2023) |
Textiles - Sandwich extrusion laminated polypropylene PP woven sacks for packaging bulk commodities - Specification |
- |
40130 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
4(Sack Type) |
- |
0 |
|
- |
5.2.1(Fabric) |
- |
11900 |
|
- |
5.2.2(Linear density of tapes) |
- |
1199.99 |
|
- |
5.2.4(Unlaminated fabric mass) |
- |
500 |
|
- |
5.3.1.1.1(Mass of BOPP film in sandwich extrusion lamination) |
- |
500 |
|
- |
5.3.1.1.2(Polypropylene coating mass for sandwich extrusion lamination of BOPP film with base PP woven fabric) |
- |
0 |
|
- |
5.3.1.1.3(Total mass of BOPP film laminated woven fabric) |
- |
3499.99 |
|
- |
5.3.1.2.1(Mass of nonwoven fabric in sandwich extrusion lamination) |
- |
0 |
|
- |
5.3.1.2.2(Polypropylene coating mass for sandwich extrusion lamination of non woven fabric with base PP woven fabric) |
- |
0 |
|
- |
5.3.1.2.3(The total mass of nonwoven laminated woven fabric) |
- |
0 |
|
- |
5.4.1(Sack) |
- |
500 |
|
- |
5.4.1.1(Centre seam) |
- |
0 |
|
- |
5.4.1.2(Bottom seam) |
- |
5100 |
|
- |
5.4.2(Sack) |
- |
0 |
|
- |
5.4.3(Sack) |
- |
1599.99 |
|
- |
5.4.5(Liner) |
- |
4500 |
|
- |
6.1.1, Table 1(Inside length) |
- |
500 |
|
- |
6.1.1, Table 1(Inside width) |
- |
500 |
|
- |
6.1.1, Table 1(Gusset width) |
- |
0 |
|
- |
6.1.1, Table 1(Warp per dm) |
- |
500 |
|
- |
6.1.1, Table 1(Weft per dm) |
- |
0 |
|
- |
6.1.1, Table 1(Mass of laminated fabric) |
- |
500 |
|
- |
6.2, Table 1(Average breaking strength - Lengthwise) |
- |
1100 |
|
- |
6.2, Table 1(Average breaking strength - Widthwise) |
- |
1600 |
|
Breaking Strength: 1100/- and Specimen Preparation Charge: 500/- |
6.2, Table 1(Breaking strength of bottom seam) |
- |
1600 |
|
Seam Strength: 1100/- and Specimen Preparation Charge: 500/- |
6.2, Table 1(Breaking strength of centre seam) |
- |
0 |
|
- |
6.2, Table 1(Average elongation at break of fabric - Lengthwise) |
- |
0 |
|
- |
6.2, Table 1(Average elongation at break of fabric - Widthwise) |
- |
0 |
|
- |
6.3(Average breaking strength - Lengthwise after UV exposure) |
- |
12880 |
|
CHARGES FOR UV EXPOSURE : 10180/-; Breaking Strength both direction: 2200/- and Specimen Preparation Charge: 500/- |
6.3(Average breaking strength - Widthwise after UV exposure) |
- |
0 |
|
- |
6.4(Drop Impact Testing of Filled Sacks) |
- |
1600 |
|
Drop Test: 1100; Sample Preparation Charge: 500/- |
Clause 6.5 Table 1 viii(Ash content) |
- |
1199.99 |
|
- |
|
- |
- - |
3044 |
DELHI TEST HOUSE, Azadhpur
| 8131406
| IS 15658 (2021) |
Concrete Paving Blocks - Specification ( First Revision ) |
- |
15500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 50 cycles) |
- |
2500 |
|
NA |
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 25 cycles) |
- |
1250 |
|
NA |
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 10 cycles) |
- |
700 |
|
NA |
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Cumulative Weight losses of specimen after 10, 25 & 50 cycles) |
- |
500 |
|
NA |
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 50 cycles) |
- |
500 |
|
NA |
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 25 cycles) |
- |
500 |
|
NA |
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 10 cycles) |
- |
500 |
|
NA |
Clause 7.3 & 9.1.4, Table 3, SI No. (v) b)(Average Flexural strength ) |
- |
2000 |
|
NA |
Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength (i)) |
- |
1000 |
|
NA |
Clause 7.3 & 9.1.4, Table 3, SI No. (iv) b)(Average Tensile splitting strength ) |
- |
1000 |
|
NA |
Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength (i)) |
- |
2000 |
|
NA |
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) ii)(Wet Abrasion resistance (Average of three test specimens)) |
- |
500 |
|
NA |
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) i)( Indivdual Wet Abrasion Resistance ) |
- |
2000 |
|
NA |
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) ii)(Dry Abrasion resistance (Average of three test specimens)) |
- |
500 |
|
NA |
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) i)( Indivdual Dry Abrasion Resistance ) |
- |
2000 |
|
NA |
Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Compressive strength (Average of eight test specimens)) |
- |
500 |
|
NA |
Clause 7.3 & 9.1.4, Table 3, SI No. (ii) a)(Indivdual Compressive strength (i)) |
- |
2500 |
|
NA |
Clause 7.3 & 9.1.4, Table 3, SI No. (i) b)(Water absorption (Average of three test specimens)) |
- |
500 |
|
NA |
Clause 7.3 & 9.1.4, Table 3, SI No. (i) a)( Indivdual Water absorption) |
- |
1500 |
|
NA |
Clause 7.2 & 9.1.3, Table 2, SI No. (ix)(Deviation from squareness) |
- |
500 |
|
NA |
Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
500 |
|
NA |
Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Indivdual Plan Area (Asp)) |
- |
500 |
|
NA |
Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Plan Area (Asp)) |
- |
500 |
|
NA |
Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Indivdual Thickness of wearing Layer) |
- |
500 |
|
NA |
Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Thickness of wearing Layer) |
- |
500 |
|
NA |
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Depth) |
- |
500 |
|
NA |
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Depth) |
- |
500 |
|
NA |
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Width) |
- |
500 |
|
NA |
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Width) |
- |
500 |
|
NA |
Clause 7.2, Table No. 2, SI No. (iv)
(Indivdual Aspect Ratio, L/Th) |
- |
250 |
|
NA |
Clause 7.2, Table No. 2, SI No. (iv)
(Aspect Ratio, L/Th) |
- |
250 |
|
- |
Clause 7.2, Table No. 2, SI No. (iii)
(Indivdual Thickness, Th) |
- |
250 |
|
NA |
Clause 7.2, Table No. 2, SI No. (iii)
(Thickness, Th) |
- |
250 |
|
NA |
Clause 7.2, Table No. 2, SI No. (ii)
(Indivdual Length, L) |
- |
250 |
|
NA |
Clause 7.2, Table No. 2, SI No. (ii)
(Length, L) |
- |
250 |
|
NA |
Clause 7.2, Table No. 2, SI No. (i)
(Indivdual Width, W) |
- |
250 |
|
- |
Clause 7.2, Table No. 2, SI No. (i)
(Width, W) |
- |
250 |
|
- |
Clause 7.1.3
(Colour and Texture) |
- |
250 |
|
NA |
Clauses 7.1.2 & 9.1.2
(Visual Inspection) |
- |
250 |
|
NA |
10(Marking) |
- |
250 |
|
NA |
7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Higher) |
- |
250 |
|
NA |
Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Indivdual Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
250 |
|
NA |
Clause 7.1.1
(General Quality) |
- |
250 |
|
NA |
7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Higher) |
- |
250 |
|
NA |
7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Lower) |
- |
250 |
|
NA |
7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Lower) |
- |
250 |
|
NA |
|
17 Jun, 2027 |
- - |
3045 |
DELHI TEST HOUSE, Azadhpur
| 8131406
| IS 13592 (2013) |
Unplasticized Polyvinyl Chloride (PVC-U) Pipes for Soil and Waste Discharge System Inside and Outside Buiildings Including Ventilation and Rainwater System |
- |
18000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl.5(Surface colour of the pipes shall be dark shade of grey) |
- |
500 |
|
NA |
Cl6.3(The composition shall be based on PVC resin
having a K-value of 64 or greater when tested in
accordance with IS 4669) |
- |
2000 |
|
NA |
Cl.7.1(Mean outside diameter, outside diameter at any point
for Type A and Type B pipes
manufactured plain or with socket shall be as given in
Table 1. Dimensions shall be measured according to
the method given in IS 12235 (Part 1).) |
- |
250 |
|
NA |
Cl.7.1( outside diameter at any point
for Type A and Type B pipes
manufactured plain or with socket shall be as given in
Table 1. Dimensions shall be measured according to
the method given in IS 12235 (Part 1).) |
- |
250 |
|
NA |
Cl.7.1( wall thickness at any point
for Type A and Type B pipes
manufactured plain or with socket shall be as given in
Table 1. Dimensions shall be measured according to
the method given in IS 12235 (Part 1).) |
- |
250 |
|
NA |
Cl.7.2(Pipes shall be supplied in nominal lengths of 2, 3, 4 or
6 metres either plain or with socket for solvent
cementing/grooved socket. Tolerances on specified
length shall be + 10 mm and – 0 mm.The nominal length of the pipe with socket for solvent
cementing/grooved socket shall be as given in Fig. 1.) |
- |
250 |
|
NA |
Cl.7.3.1(Minimum wall thickness of socket on pipes shall
be as given in Table 2 read with Fig. 2 and Fig. 3.) |
- |
250 |
|
NA |
Cl.7.3.2(Dimensions of sockets for solvent cementing and
grooved sockets of pipes shall be as given in Tables 3
and 4 respectively, read with Fig. 2 and 3.) |
- |
250 |
|
NA |
Cl.8.1(The internal and external surface of the pipes shall be
smooth and clean, and free from grooving and other
defects. The end shall be clearly cut and shall be square
with the axis of the pipe. The end may be chamfered
on the plain side.) |
- |
250 |
|
NA |
Cl.8.2(When tested by the method described in IS 12235
(Part 5), a length of pipe sample of 200 ± 20 mm shall
not alter in length by more than 5 percent. In the case
of socket ended pipes, this test shall be carried out on
the plain portion of pipe taken at least 100 mm away
from the root of the socket.) |
- |
500 |
|
NA |
Cl8.3(This test shall be carried out for socket end pipes only.
When tested by the method described in IS 12235
(Part 6), the test specimens shall not show blisters,
excessive delamination or cracking or signs of weld
line splitting.) |
- |
500 |
|
NA |
Cl.8.4(When determined in accordance with IS 12235 (Part 2),
the vicat softening temperature of the specimen shall
not be less than 79°C.) |
- |
1000 |
|
NA |
Cl.8.5(After the required
period of exposure, the tensile strengths of two samples when tested as per IS 12235 (Part 13) shall not show
difference of more than 20 percent of their initial tensile
strengths) |
- |
3000 |
|
NA |
Cl. 9, IS 12235 Part 7(Resistance to Sulphuric Acid) |
- |
2000 |
|
NA |
Cl.10.1(When tested by method prescribed in IS 12235 (Part 9),the pipe shall have a true impact rate of not more than
10 percent. Mass of striker and height of fall shall be
as per Annex A.) |
- |
1000 |
|
NA |
Cl.10.2(When determined in accordance with the method
described in IS 12235 (Part 13), the tensile strength at
break shall not be less than 45 MPa.) |
- |
2000 |
|
NA |
Cl.10.3(The axial shrinkage shall not exceed 2 percent when
determined in accordance with Annex B.) |
- |
1000 |
|
NA |
Cl.11.(Jointing of solvent
cementing joints is to be carried out using solvent
conforming to IS 14182.
Apply a pressure of 0.05 MPa for a period of 15 min
and there should be no leakage at any joint.) |
- |
1000 |
|
NA |
Cl. 12, IS 12235 Part 11(Resistance to Di-Chloro-Methane) |
- |
1000 |
|
NA |
8.6(Effect on Water Test) |
- |
4500 |
|
NA |
|
17 Jun, 2027 |
- - |
3046 |
DELHI TEST HOUSE, Azadhpur
| 8131406
| IS 1786 (2008) |
High strength deformed steel bars and wires for concretere inforcement - Specification (Fourth Revision) |
- |
35500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl 9.4(Load In Other Direction From Bend) |
- |
1500 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
Cl 9.3(Load In One Direction) |
- |
1500 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
Cl 7.2(Weight) |
- |
500 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
Cl 5(Deformations and Surface Characteristics) |
- |
10000 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 CARBON +EQUIVELENT ) |
- |
1000 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
4.1(Sulphur and phosphorous) |
- |
500 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
4.1(CE) |
- |
1000 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
4.1( Nitrogen%) |
- |
2000 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
4.1(Ni) |
- |
500 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
4.1(Mo) |
- |
500 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
4.1(Cr) |
- |
500 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
4.1( Ti) |
- |
500 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
4.1(V) |
- |
500 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
4.1( Nb) |
- |
500 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
4.1( Aluminium %) |
- |
500 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
4.1( Copper %) |
- |
500 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
4.1(Sulphur %) |
- |
500 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
4.1(Phosphorus %) |
- |
500 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
4.1(Manganese %) |
- |
500 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
4.1(Carbon %) |
- |
500 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
Cl.9.4 & Cl. 9.4.1(Rebend test) |
- |
1000 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
Cl. 9.3, Table 4(Bend Test ) |
- |
1000 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
Cl. 8.1 Table 3(Elongation, percentage) |
- |
1000 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
Cl. 8.1 Table 3(TS/YS ratio) |
- |
500 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
Cl. 8.1 Table 3(Tensile Strength (TS)) |
- |
1000 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
Cl. 8.1 Table 3(Yield Stress (YS)) |
- |
1000 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
Cl. 7.2 Table -2 (Nominal Mass) |
- |
500 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 SULPHUR+PHOSPHUR) |
- |
0 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 MANGANESE) |
- |
500 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 NITROGEN) |
- |
2000 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 PHOSPHURS) |
- |
500 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 SULPHUR) |
- |
500 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
Clause - 4.2 & 4.2.1(Fe- 415, Fe- 415D, Fe-500, Fe-500D, Fe-550, Fe-550D, Fe-600 CARBON ) |
- |
500 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
Cl.4.2 of IS 1786 (Vanadium- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
Cl.4.2 of IS 1786 (Molybdenum- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
Cl.4.2 of IS 1786 (Chromium- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
Cl.4.2 of IS 1786 (Nickel- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
Cl.4.2 of IS 1786 (Copper- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
Cl.4.2 of IS 1786 (Nitrogen- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
2000 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
Cl.4.2 of IS 1786 (Manganese- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
Cl.4.2 of IS 1786 (Grade:- Fe 415D,Fe 415S, Fe 500D,Fe 500S,Fe 550D)(Carbon Equivalent) |
- |
1000 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
Cl.4.2 of IS 1786 (Grade:- Fe 415,Fe 415D,Fe 415S,Fe 500,Fe 500D,Fe 500S,Fe 550,Fe 550D,Fe600,Fe 650,Fe 700)(Sulphur & Phosphorous) |
- |
500 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
8.18.1 Table 3(Total elongation at maximum force) |
- |
1000 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
Cl 5(Deformations and Surface Characteristics) |
- |
1000 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
5.7(PullOut (Bond Test)) |
- |
10000 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
4.2(Niobium (Nb)) |
- |
500 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
4.2(Boron (B)) |
- |
500 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
Cl. 8.1 Table 3(TS/YS Ratio) |
- |
500 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
Cl. 5.3 (b)(The ribs contributing the projected area - Transverse Ribs) |
- |
1000 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
Cl. 5.3 (a)(The ribs contributing the projected area - Longitudinal Ribs) |
- |
1000 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
Cl. 8.1 Table 3(Total Elongation at Maximum Force) |
- |
1000 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
Cl. 6.2, 6.3 Table 1(Gross Cross Sectional Area, A) |
- |
500 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
Cl. 5.2(Surface Characteristics) |
- |
500 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
Clause 6.3(Effective Cross-sectional Area) |
- |
500 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
5.7(Pull-out test - IS:2770(P1)) |
- |
10000 |
|
Rs. 25000/-For SIZE UPTO 25 MM)
Rs. 35000/-For SIZE ABOVE 25 MM |
|
17 Jun, 2027 |
- - |
3047 |
DELHI TEST HOUSE, Azadhpur
| 8131406
| IS 10748 (2004) |
Hot - Rolled steel strip for welded tubes and pipes - Specification (Second Revision) |
- |
10000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl 12 & 13(Length, Width & Thickness) |
- |
1000 |
|
NA |
7.1(Carbon %) |
- |
500 |
|
NA |
7.1(Manganese %) |
- |
500 |
|
NA |
7.1(Phosphorus %) |
- |
500 |
|
NA |
7.1(Sulphur %) |
- |
500 |
|
NA |
7.1(Silicon %) |
- |
500 |
|
NA |
7.1( Copper %) |
- |
500 |
|
NA |
7.1( Aluminium %) |
- |
500 |
|
NA |
7.1( Nb) |
- |
500 |
|
NA |
7.1(V) |
- |
500 |
|
NA |
7.1( Ti) |
- |
500 |
|
NA |
7.1(Cr) |
- |
500 |
|
NA |
7.1(Mo) |
- |
500 |
|
NA |
7.1(Ni) |
- |
500 |
|
NA |
7.1( Nitrogen%) |
- |
2000 |
|
NA |
Table 1 ( Clauses 7.1 ,7.2 )(TITANIUM) |
- |
500 |
|
NA |
Table 1 ( Clauses 7.1 ,7.2 )(VANADIUM) |
- |
500 |
|
NA |
Table 1 ( Clauses 7.1 ,7.2 )(NIOBIUM) |
- |
500 |
|
NA |
Table 1 ( Clauses 7.1 ,7.2 )(CARBON EQUIVELENT ) |
- |
500 |
|
NA |
Table 1 ( Clauses 7.1 ,7.2 )(Molybdenum) |
- |
500 |
|
NA |
Table 1 ( Clauses 7.1 ,7.2 )(Chromium) |
- |
500 |
|
NA |
Table 1 ( Clauses 7.1 ,7.2 )(NITROGEN) |
- |
2000 |
|
NA |
Table 1 ( Clauses 7.1 ,7.2 )(MANGANESE) |
- |
500 |
|
NA |
Table 1 ( Clauses 7.1 ,7.2 )(PHOSPHURS) |
- |
500 |
|
NA |
Table 1 ( Clauses 7.1 ,7.2 )(SULPHUR) |
- |
500 |
|
NA |
Cl. 12, 13(Camber) |
- |
500 |
|
NA |
Cl. 12, 13(Thickness) |
- |
500 |
|
NA |
Cl. 8, Table 3(Elongation) |
- |
1000 |
|
NA |
Cl. 8, Table 3(Yield Stress) |
- |
1000 |
|
NA |
Cl 12 & 13(Length, Width & Thickness) |
- |
1000 |
|
NA |
Cl 11(Workmanship) |
- |
250 |
|
NA |
8.0 (1)(Tensile Strength-IS:1608(P1)) |
- |
1000 |
|
NA |
8.0 (2)(Yield Strength-IS:1608(P1)) |
- |
1000 |
|
NA |
8.0 (3)(Elongation on 5.65 SoA GL-IS:1608(P1)) |
- |
1000 |
|
NA |
Table 1 ( Clauses 7.1 ,7.2 )(Tungsten (W)) |
- |
500 |
|
NA |
Table 1 ( Clauses 7.1 ,7.2 )(Boron (B)) |
- |
500 |
|
NA |
|
17 Jun, 2027 |
- - |
3048 |
DELHI TEST HOUSE, Azadhpur
| 8131406
| IS 446 (2017) |
Rubber hoses, textile - Reinforced, for compressed air - Specification (Fifth Revision) |
- |
15000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
7.2, Table 3(Low temperature Flexibility) |
- |
1000 |
|
NA |
7.2, Table 3(Flexibility at 23°C) |
- |
1000 |
|
NA |
7.2, Table 3(Ozone Resistance) |
- |
2500 |
|
NA |
7.2, Table 3(Adhesion between Components- Cover and Reinforcement) |
- |
1500 |
|
NA |
7.2, Table 3(Adhesion between Components- Reinforcement layers) |
- |
1500 |
|
NA |
7.2, Table 3(Adhesion between Components- Lining and Reinforcement) |
- |
1500 |
|
NA |
7.2, Table 3(Minimum Bursting Pressure for type 3) |
- |
1000 |
|
NA |
7.2, Table 3(Minimum Bursting Pressure for type 2) |
- |
1000 |
|
NA |
7.2, Table 3(Minimum Bursting Pressure for type 1) |
- |
1000 |
|
NA |
7.2, Table 3(Change in Diameeter at Maximum working Pressure) |
- |
1000 |
|
NA |
7.2, Table 3(Change in Length at Maximum working Pressure) |
- |
1000 |
|
NA |
7.2, Table 3(Proof Pressure at 23°C for type 3) |
- |
1000 |
|
NA |
7.2, Table 3(Proof Pressure at 23°C for type 2) |
- |
1000 |
|
NA |
7.2, Table 3(Proof Pressure at 23°C for type 1) |
- |
1000 |
|
NA |
7.1, Table 2(Resistance to Liquid , Increase in Volume (Class C only)-Cover) |
- |
2000 |
|
NA |
7.1, Table 2(Resistance to Liquid , Increase in Volume (Class B only)-Lining) |
- |
2000 |
|
NA |
7.1, Table 2(Accelerated Ageing for all types: Change in Elongation of Cover of its original value) |
- |
3000 |
|
NA |
7.1, Table 2(Accelerated Ageing for all types: Change in Tensile Strength of Cover of its original value) |
- |
3000 |
|
NA |
7.1, Table 2(Elongation at Break of Cover of all types) |
- |
3000 |
|
NA |
7.1, Table 2(Elongation at Break of Lining of all types) |
- |
1000 |
|
NA |
7.1, Table 2(Tensile Strength of Cover) |
- |
1000 |
|
NA |
7.1, Table 2(Tensile Strength of Lining) |
- |
1000 |
|
NANA |
6, Dimensions(Thickness of Cover of Type 3) |
- |
500 |
|
NA |
6, Dimensions(Thickness of Cover of Type 2) |
- |
500 |
|
- |
6, Dimensions(Thickness of Cover of Type 1) |
- |
500 |
|
- |
6, Dimensions(Tolerance on Length) |
- |
500 |
|
NA |
6, Dimensions(Concentricity) |
- |
500 |
|
NA |
5(Material and Construction) |
- |
500 |
|
NA |
Cl 7.2 & Table 3(Low-temperature flexibility) |
- |
500 |
|
NA |
Cl 7.2 & Table 3(Flexibility at 23 °C) |
- |
500 |
|
NA |
Cl 7.2 & Table 3(Ozone resistance) |
- |
2000 |
|
For BIS samples: 1.5 times of BIS testing charges |
Cl 7.2 & Table 3(Adhesion between components) |
- |
2000 |
|
NA |
Cl 7.2 & Table 3(Minimum burst pressure) |
- |
1000 |
|
NA |
Cl 7.2 & Table 3(Change in diameter at maximum working pressure) |
- |
1000 |
|
NA |
Cl 7.2 & Table 3(Change in length at maximum working pressure) |
- |
1000 |
|
NA |
Cl 7.2 & Table 3(Proof pressure) |
- |
1000 |
|
NA |
Cl 7.1 & Table 2(Resistance to liquids-Increase in volume (max.)
(class C only) ) |
- |
2000 |
|
NA |
Cl 7.1 & Table 2(Resistance to liquids-Increase in volume (max.)
(class B only) ) |
- |
2000 |
|
NA |
Cl 7.1 & Table 2(Resistance to liquids-Increase in volume (class A)) |
- |
2000 |
|
NA |
Cl 7.1 & Table 2(Resistance to ageing-Change in elongation at break
from original value (max.)
original value (max.) ) |
- |
1000 |
|
NA |
Cl 7.1 & Table 2(Resistance to ageing-Change in tensile strength from
original value (max.) ) |
- |
1000 |
|
NA |
Cl 7.1 & Table 2(Minimum elongation at break) |
- |
500 |
|
NA |
Cl 7.1 & Table 2(Minimum tensile strength) |
- |
500 |
|
NA |
Cl 6.4(Minimum thickness of lining and cover-Type 3) |
- |
500 |
|
NA |
Cl 6.4(Minimum thickness of lining and cover-Type 2 ) |
- |
500 |
|
NA |
Cl 6.4(Minimum thickness of lining and cover-Type 1 ) |
- |
500 |
|
NA |
Cl 6.3(Tolerance on length) |
- |
500 |
|
NA |
Cl 6.2(Concentricity) |
- |
500 |
|
NA |
Cl 6.1 & Table 1(Internal diameters and tolerances) |
- |
500 |
|
NA |
Cl 5(Materials and construction) |
- |
500 |
|
NA |
|
17 Jun, 2027 |
- - |
3049 |
NATIONAL TEST HOUSE-ER (NTH), KOLKATA
| 5140804
| IS 2062 (2011) |
Hot rolled medium and high tensile structural steel - Specification (Seventh Revision) |
E 250 TO E 650 (Grade - A, B, C, BR & B0 ) |
11000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl. 10.3 (Cl. 10.3 (Tensile Strength)) |
- |
2000 |
|
- |
Clause 11.3(Bend Test) |
- |
1000 |
|
- |
Clause 12(Impact Test) |
- |
4000 |
|
- |
Clause 15, Table 4(Dimension) |
- |
1000 |
|
- |
Cl 18(Weight) |
- |
1000 |
|
- |
Cl. 5, 8.1 ,8.2. Table 1 (Grade:- E250, E275,E300 ,E350 ,E410, E450, E550,E600, E650)(Carbon- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
Cl. 5, 8.1 ,8.2. Table 1 (Grade:- E250, E275,E300 ,E350 ,E410, E450, E550,E600, E650)(Sulphur- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
Cl. 5, 8.1 ,8.2. Table 1 (Grade:- E250, E275,E300 ,E350 ,E410, E450, E550,E600, E650)(Manganese- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
Cl. 5, 8.1 ,8.2. Table 1 (Grade:- E250, E275,E300 ,E350 ,E410, E450, E550,E600, E650)(Phosphorus- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
Cl. 5, 8.1 ,8.2. Table 1 (Grade:- E250, E275,E300 ,E350 ,E410, E450, E550,E600, E650)(Silicon- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
Cl. 5, 8.1 ,8.2. Table 1 (Grade:- E250, E275,E300 ,E350 ,E410, E450, E550,E600, E650)(Carbon Equivalent- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
Cl. 5, 8.1 ,8.2. Table 1 (Grade:- E250, E275,E300 ,E350 ,E410, E450, E550,E600, E650)(Nickel- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
Cl. 5, 8.1 ,8.2. Table 1 (Grade:- E250, E275,E300 ,E350 ,E410, E450, E550,E600, E650)(Chromium- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
Cl. 5, 8.1 ,8.2. Table 1 (Grade:- E250, E275,E300 ,E350 ,E410, E450, E550,E600, E650)(Molybdenum- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
Cl. 5, 8.1 ,8.2. Table 1 (Grade:- E250, E275,E300 ,E350 ,E410, E450, E550,E600, E650)(Vanadium- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
Cl. 10.3 (Cl. 10.3 (Yield Stress)) |
- |
1000 |
|
- |
Cl. 10.3 (Cl. 10.3 (Elongation %)) |
- |
1000 |
|
- |
|
14 Jun, 2027 |
- - |
3050 |
SIIR, Delhi Shriram Institute For Industrial Research
| 8102006
| IS 16208 (2015) |
Textiles - High density polyethylene (HDPE)/polypropylene (PP) woven sacks for packaging 10 kg, 15 kg, 20 kg, 25 kg and 30 kg foodgrains - Specification |
Type-I , II ,III , IV , V |
39550 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
3(TYPES) |
- |
0 |
|
- |
4.1(Raw Material) |
- |
15000 |
|
30% Discount |
4.2(Tapes – Width
IS 6192 and IS 11197) |
- |
500 |
|
30% Discount |
4.2(Tapes – Linear Density
) |
- |
1500 |
|
30% Discount |
4.2(Construction) |
- |
1000 |
|
30% Discount |
4.3(Sacks) |
- |
0 |
|
- |
4.3.1(Bottom Seam) |
- |
0 |
|
- |
4.3.1( The two rows of stitches shall be separated from each other) |
- |
0 |
|
- |
4.3.1( The outer stitch) |
- |
0 |
|
- |
4.3.1( The stitching shall be done with double fold over seam to a depth ) |
- |
0 |
|
- |
4.3.1(Stitches pass through a minimum of six layers of the fabric. ) |
- |
1500 |
|
30% Discount |
4.3.1(The number of stitches/dm) |
- |
1000 |
|
30% Discount |
4.3.2(Mouth) |
- |
0 |
|
- |
4.4 and Table 1 i(Capacity) |
- |
0 |
|
- |
5.2 and Table 1 ii a(Dimensions Inside Length) |
- |
1000 |
|
30% Discount |
5.2 and Table 1 ii b(Dimensions Inside Width) |
- |
0 |
|
- |
5.2 and Table 1 iii(Ends per dm ) |
- |
0 |
|
- |
5.2 and Table 1 iv(Picks per dm ) |
- |
1000 |
|
30% Discount |
5.1 and Table 1 v(Mass of sack ) |
- |
1500 |
|
30% Discount |
5.2 and Table 1 vi a(Average breaking strength of fabric Lengthwise ) |
- |
5000 |
|
30% Discount |
5.2 and Table 1 vi b(Average breaking strength of fabric Widthwise ) |
- |
0 |
|
- |
5.2 and Table 1 vi(Breaking strength of bottom seam ) |
- |
2500 |
|
30% Discount |
5.2 and Table 1 viii a(Elongation at break of fabric Lengthwise) |
- |
2500 |
|
30% Discount |
5.2 and Table 1 viii b(Elongation at break of fabric Widthwise ) |
- |
0 |
|
- |
5.2 and Table 1 ix(Average breaking strength and elongation at break of UV stabilized HDPE/PP fabric after been exposed to UV radiation and weathering ) |
- |
20000 |
|
30% Discount |
5.2 and Table 1 x(Ash content ) |
- |
1000 |
|
30% Discount |
4.2 (Mesh size and weight in g/cm2) (amendment 3)(Mesh size and weight in g/cm2) |
- |
1500 |
|
30% Discount |
3(TYPES) |
- |
0 |
|
- |
4.1(Raw Material) |
- |
0 |
|
- |
4.2(Tapes – Width
IS 6192 and IS 11197) |
- |
0 |
|
- |
4.2(Tapes – Linear Density
) |
- |
0 |
|
- |
4.2(Construction) |
- |
0 |
|
- |
4.3(Sacks) |
- |
0 |
|
- |
4.3.1(Bottom Seam) |
- |
0 |
|
- |
4.3.1( The two rows of stitches shall be separated from each other) |
- |
0 |
|
- |
4.3.1( The outer stitch) |
- |
0 |
|
- |
4.3.1( The stitching shall be done with double fold over seam to a depth ) |
- |
0 |
|
- |
4.3.1(Stitches pass through a minimum of six layers of the fabric. ) |
- |
0 |
|
- |
4.3.1(The number of stitches/dm) |
- |
0 |
|
- |
4.3.2(Mouth) |
- |
0 |
|
- |
4.4 and Table 1 i(Capacity) |
- |
0 |
|
- |
5.2 and Table 1 ii a(Dimensions Inside Length) |
- |
0 |
|
- |
5.2 and Table 1 ii b(Dimensions Inside Width) |
- |
0 |
|
- |
5.2 and Table 1 iii(Ends per dm ) |
- |
0 |
|
- |
5.2 and Table 1 iv(Picks per dm ) |
- |
0 |
|
- |
5.1 and Table 1 v(Mass of sack ) |
- |
0 |
|
- |
5.2 and Table 1 vi a(Average breaking strength of fabric Lengthwise ) |
- |
0 |
|
- |
5.2 and Table 1 vi b(Average breaking strength of fabric Widthwise ) |
- |
0 |
|
- |
5.2 and Table 1 vi(Breaking strength of bottom seam ) |
- |
0 |
|
- |
5.2 and Table 1 viii a(Elongation at break of fabric Lengthwise) |
- |
0 |
|
- |
5.2 and Table 1 viii b(Elongation at break of fabric Widthwise ) |
- |
0 |
|
- |
5.2 and Table 1 ix(Average breaking strength and elongation at break of UV stabilized HDPE/PP fabric after been exposed to UV radiation and weathering ) |
- |
0 |
|
- |
5.2 and Table 1 x(Ash content ) |
- |
0 |
|
- |
|
31 Dec, 2026 |
- Included w.e.f 10.02.2025 |
3051 |
Intertek India Private Limited, New Delhi (E-20)
| 8122426
| IS 302 : Part 1 (2024) |
Household and Similar Electrical Appliances â Safety Part 1 General Requirements (Seventh Revision) |
- |
154000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
11.8(Temperature rise) |
- |
15000 |
|
- |
11.7(Duration corresponding) |
- |
0 |
|
Refer charges for Cl. no. 11.8 |
11.6(Combined appliances) |
- |
0 |
|
Refer charges for Cl. no. 11.8 |
11.5(Motor-operated appliances) |
- |
0 |
|
Refer charges for Cl. no. 11.8 |
11.4(Heating appliances) |
- |
0 |
|
Refer charges for Cl. no. 11.8 |
8.1.5(Live parts of built-in appliances) |
- |
5000 |
|
- |
18(Endurance) |
- |
0 |
|
- |
17(Overload protection of transformers and associated circuits) |
- |
9000 |
|
- |
16(Leakage current and electric strength) |
- |
12000 |
|
- |
4(General requirement) |
- |
0 |
|
- |
31(Resistance to Rusting) |
- |
0 |
|
- |
30.2(Needle Flame Test) |
- |
3000 |
|
- |
30.2(Glow Wire Test) |
- |
3000 |
|
- |
30.1(Ball pressure test) |
- |
3000 |
|
- |
29(clearance, creepage distances and solid insulation) |
- |
5000 |
|
- |
28(Screw test and connections) |
- |
2000 |
|
- |
27(Provision for earthing) |
- |
2000 |
|
- |
26(Terminals for external conductors) |
- |
1000 |
|
- |
25(Supply connection and external flexible cords) |
- |
4000 |
|
- |
24(Components) |
- |
1000 |
|
- |
23(Internal wiring) |
- |
3000 |
|
- |
22(Construction) |
- |
12000 |
|
- |
21(Mechanical Strength) |
- |
4000 |
|
- |
20(Stability and mechanical hazards) |
- |
3000 |
|
- |
19(Abnormal Operation) |
- |
15000 |
|
- |
18(Endurance) |
- |
0 |
|
Repeated Clause |
17(Over Load Protection of Transformers and associated circuits) |
- |
0 |
|
Repeated Clause |
16.3(Electric Strength (after clause 15 and 16.2)) |
- |
0 |
|
Refer charges for Cl. no. 16 |
16.2(Leakage Current (after Clause 15)) |
- |
0 |
|
Refer charges for Cl. no. 16 |
16.1(General) |
- |
0 |
|
Refer charges for Cl. no. 16 |
16.0(General) |
- |
0 |
|
Refer charges for Cl. no. 16 |
15.3(Humidity Test) |
- |
4000 |
|
- |
15.2(Spillage Test) |
- |
4000 |
|
- |
15.1(Ingress Protection test other than IPX0 (IP test)) |
- |
4000 |
|
- |
15.0(Moisture resistance) |
- |
4000 |
|
- |
14(Transient Over Voltages) |
- |
9000 |
|
- |
13.3(Electric Strength at operating temperature) |
- |
0 |
|
Refer charges for Cl. no. 13 |
13.2(Leakage current at operating temperature) |
- |
0 |
|
Refer charges for Cl. no. 13 |
13(Leakage current and electric strength at operating temperature) |
- |
12000 |
|
- |
11.3(Heating) |
- |
0 |
|
Refer charges for Cl. no. 11.8 |
11.2(General) |
- |
0 |
|
Refer charges for Cl. no. 11.8 |
11.1(General) |
- |
0 |
|
Refer charges for Cl. no. 11.8 |
10.2(Current input) |
- |
5000 |
|
- |
10.1(Power input) |
- |
5000 |
|
- |
9(Starting of motor operation test requirements and tests) |
- |
0 |
|
- |
8.1.4(Protection against live parts against protective impedance) |
- |
0 |
|
Refer charges for Cl. no. 8.1.5 |
8.1.3(Protection against live parts in visible glowing heating elements) |
- |
0 |
|
Refer charges for Cl. no. 8.1.5 |
8.1.2(Protection against live parts in openings) |
- |
0 |
|
Refer charges for Cl. no. 8.1.5 |
8.1.1(Protection against live parts in all positions) |
- |
0 |
|
Refer charges for Cl. no. 8.1.5 |
7(Marking and instructions) |
- |
1000 |
|
- |
A.2(Earth continuity test) |
- |
1000 |
|
- |
Annex D(Thermal motor protectors) |
- |
1000 |
|
- |
15.2(Moisture resistance) |
- |
0 |
|
Refer charges for Cl. no. 15.3 |
19.17(Abnormal operation) |
- |
0 |
|
Refer charges for Cl. no. 19 |
20.1(Stability and mechanical hazards) |
- |
0 |
|
Refer charges for Cl. no. 20 |
21.2(Mechanical strength) |
- |
0 |
|
Refer charges for Cl. no. 21 |
21.3(Mechanical strength) |
- |
0 |
|
Refer charges for Cl. no. 21 |
22.5(Construction) |
- |
0 |
|
Refer charges for Cl. no. 22 |
22.6(Construction) |
- |
0 |
|
Refer charges for Cl. no. 22 |
22.11(Construction) |
- |
0 |
|
Refer charges for Cl. no. 22 |
22.42(Construction) |
- |
0 |
|
Refer charges for Cl. no. 22 |
23.3(Internal wiring) |
- |
0 |
|
Refer charges for Cl. no. 23 |
25(Supply connection and external flexible cords) |
- |
0 |
|
Repeated Clause |
25.7(Supply connection and external flexible cords) |
- |
0 |
|
Refer charges for Cl. no. 25 |
25.14(Supply connection and external flexible cords) |
- |
0 |
|
Refer charges for Cl. no. 25 |
25.15(Supply connection and external flexible cords) |
- |
0 |
|
Refer charges for Cl. no. 25 |
26.5(Terminals for external conductors) |
- |
0 |
|
Refer charges for Cl. no. 26 |
27.5(Provision for earthing) |
- |
0 |
|
Refer charges for Cl. no. 27 |
28.1(Screws and connections) |
- |
0 |
|
Refer charges for Cl. no. 28 |
6(Classification) |
- |
0 |
|
- |
5(General conditions for the tests) |
- |
0 |
|
- |
Annex C(Ageing test on motors) |
- |
2000 |
|
- |
|
27 Oct, 2028 |
- Included w.e.f 11.02.2025
Exclusion: Cl 19.11.4.1 to Cl 19.11.4.7 (EMI/EMC), Cl 12 (Charging of metal-ion batteries), Cl 32 (Radiation Toxicity and Similar Hazards), Cl 22 (Construction) and Annex B (Construction) |
3052 |
DELHI TEST HOUSE, Azadhpur
| 8131406
| IS 14756 (2024) |
Stainless Steel Utensils - Specification (THIRD REVISION) |
- |
32500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl 3.1(Material used for manufacturing utensils) |
- |
8500 |
|
NA |
Cl 3.2(Material used for composite bottom) |
- |
8500 |
|
NA |
Cl 3.3(Material used for body of utensil of 3-ply construction) |
- |
8500 |
|
NA |
Cl 3.4(Material used for stainless steel lid) |
- |
8500 |
|
NA |
Cl 3.5(Material used for tempered glass lid) |
- |
8500 |
|
NA |
Cl 3.5(Material used for stainless steel rim) |
- |
8500 |
|
NA |
Cl 4.2 & Table 1(Minimum Sheet Thickness for Body of Utensil) |
- |
500 |
|
NA |
Cl 4.2 & Table 2(Minimum Sheet Thickness for Lid of Utensil) |
- |
500 |
|
NA |
Cl 4.2(Thickness of the finished utensil) |
- |
500 |
|
NA |
Cl 4.4 (i)(Thickness of Aluminium disc/core) |
- |
500 |
|
NA |
Cl 4.4 (ii)(Thickness of Protector/cowl) |
- |
500 |
|
NA |
Cl 4.5(Minimum sheet thickness (3-ply utensil)) |
- |
500 |
|
NA |
Cl 4.5(Thickness of finished utensil (3-ply utensil)) |
- |
500 |
|
NA |
Cl 5.1(Manufacturing defect & visual appearance) |
- |
500 |
|
NA |
Cl 6.1(Staining Test (Type Test - Frequency Once in a Year)) |
- |
1500 |
|
NA |
Cl 6.2(Mechanical Shock Test (for Cladded Utensils Only)) |
- |
1500 |
|
NA |
Cl 6.3(Thermal Shock Test (for Cladded Utensils Only)) |
- |
1500 |
|
NA |
Cl 6.4(Dry Heat Test (for Cladded Utensils Only)) |
- |
1500 |
|
NA |
Cl 6.5(Coating Thickness Test (for Copper Deposit)) |
- |
2500 |
|
NA |
Cl 6.6(Thermal shock test (3-ply construction utensil body)) |
- |
1500 |
|
NA |
Cl 6.7(Nominal Capacity Test) |
- |
250 |
|
NA |
Cl 8(Marking) |
- |
250 |
|
NA |
Cl 4.3(Classification) |
- |
250 |
|
NA |
CL 5.2(Accessibility for cleaning) |
- |
250 |
|
NA |
Cl 5.3(Joining of handles to the utensils) |
- |
500 |
|
NA |
Cl 5.4(Requirement for handles) |
- |
15000 |
|
NA |
Cl 5.5(Welding (Finish)) |
- |
250 |
|
NA |
Cl 5.6(Finish of 3-ply utensil) |
- |
250 |
|
NA |
Cl 5.7(Requirement for coating) |
- |
1500 |
|
NA |
Cl 5.8(Coating thickness test) |
- |
1500 |
|
NA |
Cl 5.8(Coating adhesion test) |
- |
1500 |
|
NA |
Cl 5.8.1(Thermal shock test (Coating)) |
- |
1500 |
|
NA |
|
17 Jun, 2027 |
- Included.w.e.f.14.01.2025 |
3053 |
PIONEER TESTING LABORATORY PRIVATE LIMITED
| 8176806
| IS 710 (2024) |
MARINE PLYWOOD - SPECIFICATION (Third Revision) |
All Type |
15450 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl-4.1(Timber) |
- |
750 |
|
- |
Cl-4.2(Adhesive) |
- |
750 |
|
- |
Cl-5.1(Veneers) |
- |
750 |
|
- |
Cl-5.2.1(Glueing) |
- |
750 |
|
- |
Cl -5.2.2(Thickness of Veneers) |
- |
750 |
|
- |
Cl - 5.2.3.1(Joint in Veneers) |
- |
750 |
|
- |
Cl - 5.2.3.2(Edge joints) |
- |
750 |
|
- |
Cl - 5.2.3.3(End joints) |
- |
750 |
|
- |
Cl - 5.2.3.4(Scarf joints) |
- |
750 |
|
- |
Cl - 5.2.4(Grain Direction) |
- |
750 |
|
- |
Cl-5.3(Treatment) |
- |
750 |
|
- |
Cl-5.4(Moisture Content) |
- |
750 |
|
- |
Cl-6.1(Dimensions (length)) |
- |
750 |
|
- |
Cl-6.2(Thickness) |
- |
750 |
|
- |
Cl-6.3(Squareness) |
- |
750 |
|
- |
Cl-7.1, 7.2, 7.3, 7.4, 7.5 & 7.6(Workmanship and finish) |
- |
750 |
|
- |
Cl-9.3(Moisture Content) |
- |
750 |
|
- |
Cl-9.4.2(Glue Adhesion in Dry State- Adhesion of Plies) |
- |
750 |
|
- |
Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength -Average) |
- |
1500 |
|
- |
Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength -Average) |
- |
1500 |
|
- |
Cl-9.5.1.2(Water Resistance Test-Adhesion of plies) |
- |
750 |
|
- |
Cl-9.5.2(Water Resistance Test) |
- |
750 |
|
- |
Cl-9.6(Tensile Strength-Along the grain) |
- |
1200 |
|
- |
Cl-9.7(Mycological Test -Adhesion) |
- |
1200 |
|
- |
Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average) |
- |
1500 |
|
- |
Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual) |
- |
1500 |
|
- |
Cl-9.9, Table-3 (i) a(Wet Bending Strength- Modulus of Elasticity (MOE)- Average) |
- |
1500 |
|
- |
Cl-9.9, Table-3 (i) b(Wet Bending Strength- Modulus of Elasticity (MOE),-Minimum
individual) |
- |
1500 |
|
- |
Cl-9.10(Retention of Preservative) |
- |
1500 |
|
- |
Cl-9.11(Formaldehyde Content Test) |
- |
1500 |
|
- |
Cl-9.12(Steady-State Formaldehyde Emission Test) |
- |
1500 |
|
- |
Cl-9.4.2(Adhesion of Plies) |
- |
750 |
|
- |
5.1.1(Defects in veneers) |
- |
750 |
|
- |
Cl-4.1(Timber) |
- |
0 |
|
- |
Cl-4.2(Adhesive) |
- |
8500 |
|
- |
Cl-5.1(Veneers) |
- |
2500 |
|
- |
Cl-5.2.1(Glueing) |
- |
0 |
|
- |
Cl -5.2.2(Thickness of Veneers) |
- |
500 |
|
- |
Cl - 5.2.3.1(Joint in Veneers) |
- |
0 |
|
- |
Cl - 5.2.3.2(Edge joints) |
- |
0 |
|
- |
Cl - 5.2.3.3(End joints) |
- |
0 |
|
- |
Cl - 5.2.3.4(Scarf joints) |
- |
0 |
|
- |
Cl - 5.2.4(Grain Direction) |
- |
0 |
|
- |
Cl-5.3(Treatment) |
- |
0 |
|
- |
Cl-5.4(Moisture Content) |
- |
500 |
|
- |
Cl-6.1(Dimensions (length)) |
- |
1500 |
|
- |
Cl-6.2(Thickness) |
- |
750 |
|
- |
Cl-6.3(Squareness) |
- |
750 |
|
- |
Cl-7.1, 7.2, 7.3, 7.4, 7.5 & 7.6(Workmanship and finish) |
- |
500 |
|
- |
Cl-9.3(Moisture Content) |
- |
500 |
|
- |
Cl-9.4.2(Glue Adhesion in Dry State- Adhesion of Plies) |
- |
750 |
|
- |
Cl-9.4.1(Glue Adhesion in Dry State- Glue Shear Strength -Average) |
- |
750 |
|
- |
Cl-9.5.1.1(Glue Adhesion in Water Resistance - Glue Shear Strength -Average) |
- |
1000 |
|
- |
Cl-9.5.1.2(Water Resistance Test-Adhesion of plies) |
- |
1000 |
|
- |
Cl-9.5.2(Water Resistance Test) |
- |
1000 |
|
- |
Cl-9.6(Tensile Strength-Along the grain) |
- |
800 |
|
- |
Cl-9.7(Mycological Test -Adhesion) |
- |
1000 |
|
- |
Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average) |
- |
1200 |
|
- |
Cl-9.8, Table-2(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual) |
- |
1200 |
|
- |
Cl-9.9, Table-3 (i) a(Wet Bending Strength- Modulus of Elasticity (MOE)- Average) |
- |
1200 |
|
- |
Cl-9.9, Table-3 (i) b(Wet Bending Strength- Modulus of Elasticity (MOE),-Minimum
individual) |
- |
1200 |
|
- |
Cl-9.10(Retention of Preservative) |
- |
1500 |
|
- |
Cl-9.11(Formaldehyde Content Test) |
- |
2500 |
|
- |
Cl-9.12(Steady-State Formaldehyde Emission Test) |
- |
2500 |
|
- |
Cl-9.4.2(Adhesion of Plies) |
- |
8500 |
|
- |
5.1.1(Defects in veneers) |
- |
2500 |
|
- |
|
10 Mar, 2027 |
- Included w.e.f 20.05.2025 |
3054 |
POWERONIC TEST & RESEARCH CENTRE PRIVATE LIMITED, GREATER NOIDA
| 8170206
| IS 302 : Part 1 (2024) |
Household and Similar Electrical Appliances â Safety Part 1 General Requirements (Seventh Revision) |
Rated Voltage Being Not more then 250 V for single - phase appliances and 480 V for Other Appliances Including Direct Current (DC) Supplied appliances and Battery Operated appliances |
45000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
6(Classification) |
- |
1000 |
|
20% Discount TO BIS |
5(General conditions for the tests) |
- |
500 |
|
20% Discount TO BIS |
11.8(Temperature rise) |
- |
1000 |
|
20% Discount TO BIS |
11.7(Duration corresponding) |
- |
1000 |
|
20% Discount TO BIS |
11.6(Combined appliances) |
- |
1000 |
|
20% Discount TO BIS |
11.5(Motor-operated appliances) |
- |
1200 |
|
20% Discount TO BIS |
11.4(Heating appliances) |
- |
900 |
|
20% Discount TO BIS |
8.1.5(Live parts of built-in appliances) |
- |
1000 |
|
20% Discount TO BIS |
18(Endurance) |
- |
500 |
|
20% Discount TO BIS |
17(Overload protection of transformers and associated circuits) |
- |
1000 |
|
20% Discount TO BIS |
16(Leakage current and electric strength) |
- |
1000 |
|
20% Discount TO BIS |
4(General requirement) |
- |
500 |
|
20% Discount TO BIS |
32(Radiation Toxicity and Similar Hazards) |
- |
1000 |
|
20% Discount TO BIS |
30.2(Needle Flame Test) |
- |
1000 |
|
20% Discount TO BIS |
30.2(Glow Wire Test) |
- |
1000 |
|
20% Discount TO BIS |
30.1(Ball pressure test) |
- |
1000 |
|
20% Discount TO BIS |
29(clearance, creepage distances and solid insulation) |
- |
1000 |
|
20% Discount TO BIS |
28(Screw test and connections) |
- |
1000 |
|
20% Discount TO BIS |
27(Provision for earthing) |
- |
1000 |
|
20% Discount TO BIS |
26(Terminals for external conductors) |
- |
1000 |
|
20% Discount TO BIS |
25(Supply connection and external flexible cords) |
- |
1000 |
|
20% Discount TO BIS |
24(Components) |
- |
1000 |
|
20% Discount TO BIS |
23(Internal wiring) |
- |
1000 |
|
20% Discount TO BIS |
22(Construction) |
- |
1000 |
|
20% Discount TO BIS |
20(Stability and mechanical hazards) |
- |
1000 |
|
20% Discount TO BIS |
19(Abnormal Operation) |
- |
1000 |
|
20% Discount TO BIS |
18(Endurance) |
- |
500 |
|
20% Discount TO BIS |
17(Over Load Protection of Transformers and associated circuits) |
- |
1000 |
|
20% Discount TO BIS |
16.1(General) |
- |
500 |
|
20% Discount TO BIS |
16.0(General) |
- |
500 |
|
20% Discount TO BIS |
15.3(Humidity Test) |
- |
1000 |
|
20% Discount TO BIS |
15.2(Spillage Test) |
- |
1000 |
|
20% Discount TO BIS |
15.1(Ingress Protection test other than IPX0 (IP test)) |
- |
1000 |
|
20% Discount TO BIS |
15.0(Moisture resistance) |
- |
1000 |
|
20% Discount TO BIS |
14(Transient Over Voltages) |
- |
1000 |
|
20% Discount TO BIS |
13.3(Electric Strength at operating temperature) |
- |
1000 |
|
20% Discount TO BIS |
13.2(Leakage current at operating temperature) |
- |
1000 |
|
20% Discount TO BIS |
13(Leakage current and electric strength at operating temperature) |
- |
1000 |
|
20% Discount TO BIS |
11.3(Heating) |
- |
1000 |
|
20% Discount TO BIS |
11.2(General) |
- |
500 |
|
20% Discount TO BIS |
11.1(General) |
- |
500 |
|
20% Discount TO BIS |
10.1(Power input) |
- |
1000 |
|
20% Discount TO BIS |
9(Starting of motor operation test requirements and tests) |
- |
1000 |
|
20% Discount TO BIS |
8.1.4(Protection against live parts against protective impedance) |
- |
1000 |
|
20% Discount TO BIS |
8.1.3(Protection against live parts in visible glowing heating elements) |
- |
1000 |
|
20% Discount TO BIS |
7(Marking and instructions) |
- |
500 |
|
20% Discount TO BIS |
A.2(Earth continuity test) |
- |
1000 |
|
20% Discount TO BIS |
Annex C(Ageing test on motors) |
- |
1000 |
|
20% Discount TO BIS |
Annex D(Thermal motor protectors) |
- |
1000 |
|
20% Discount TO BIS |
15.2(Moisture resistance) |
- |
1000 |
|
20% Discount TO BIS |
19.17(Abnormal operation) |
- |
1000 |
|
20% Discount TO BIS |
20.1(Stability and mechanical hazards) |
- |
1000 |
|
20% Discount TO BIS |
22.5(Construction) |
- |
1000 |
|
20% Discount TO BIS |
22.6(Construction) |
- |
1000 |
|
20% Discount TO BIS |
22.11(Construction) |
- |
1000 |
|
20% Discount TO BIS |
22.16(Construction) |
- |
1000 |
|
20% Discount TO BIS |
22.32(Construction) |
- |
1000 |
|
20% Discount TO BIS |
22.42(Construction) |
- |
1000 |
|
20% Discount TO BIS |
23.3(Internal wiring) |
- |
1000 |
|
20% Discount TO BIS |
25(Supply connection and external flexible cords) |
- |
1000 |
|
20% Discount TO BIS |
25.7(Supply connection and external flexible cords) |
- |
1000 |
|
20% Discount TO BIS |
25.14(Supply connection and external flexible cords) |
- |
1000 |
|
20% Discount TO BIS |
25.15(Supply connection and external flexible cords) |
- |
1000 |
|
20% Discount TO BIS |
26.5(Terminals for external conductors) |
- |
1000 |
|
20% Discount TO BIS |
27.5(Provision for earthing) |
- |
1000 |
|
20% Discount TO BIS |
28.1(Screws and connections) |
- |
1000 |
|
20% Discount TO BIS |
B.22.1(Construction) |
- |
1000 |
|
20% Discount TO BIS |
B.22.3(Construction) |
- |
1000 |
|
20% Discount TO BIS |
B.22.4(Construction) |
- |
1000 |
|
20% Discount TO BIS |
B.22.5(Construction) |
- |
1000 |
|
20% Discount TO BIS |
8.1.1(Protection against live parts in all positions) |
- |
1000 |
|
20% Discount TO BIS |
10.2(Current input) |
- |
1000 |
|
20% Discount TO BIS |
16.2(Leakage Current (after Clause 15)) |
- |
1000 |
|
20% Discount TO BIS |
16.3(Electric Strength (after clause 15 and 16.2)) |
- |
1000 |
|
20% Discount TO BIS |
31(Resistance to Rusting) |
- |
1000 |
|
20% Discount TO BIS |
21(Mechanical Strength) |
- |
1000 |
|
20% Discount TO BIS |
8.1.2(Protection against live parts in openings) |
- |
1000 |
|
20% Discount TO BIS |
21.2(Mechanical strength) |
- |
1000 |
|
20% Discount TO BIS |
21.3(Mechanical strength) |
- |
1000 |
|
20% Discount TO BIS |
6(Classification) |
- |
0 |
|
- |
5(General conditions for the tests) |
- |
0 |
|
- |
11.8(Temperature rise) |
- |
0 |
|
- |
11.7(Duration corresponding) |
- |
0 |
|
- |
11.6(Combined appliances) |
- |
0 |
|
- |
11.5(Motor-operated appliances) |
- |
0 |
|
- |
11.4(Heating appliances) |
- |
0 |
|
- |
8.1.5(Live parts of built-in appliances) |
- |
0 |
|
- |
18(Endurance) |
- |
0 |
|
- |
17(Overload protection of transformers and associated circuits) |
- |
0 |
|
- |
16(Leakage current and electric strength) |
- |
0 |
|
- |
4(General requirement) |
- |
0 |
|
- |
32(Radiation Toxicity and Similar Hazards) |
- |
0 |
|
- |
30.2(Needle Flame Test) |
- |
0 |
|
- |
30.2(Glow Wire Test) |
- |
0 |
|
- |
30.1(Ball pressure test) |
- |
0 |
|
- |
29(clearance, creepage distances and solid insulation) |
- |
0 |
|
- |
28(Screw test and connections) |
- |
0 |
|
- |
27(Provision for earthing) |
- |
0 |
|
- |
26(Terminals for external conductors) |
- |
0 |
|
- |
25(Supply connection and external flexible cords) |
- |
0 |
|
- |
24(Components) |
- |
0 |
|
- |
23(Internal wiring) |
- |
0 |
|
- |
22(Construction) |
- |
0 |
|
- |
20(Stability and mechanical hazards) |
- |
0 |
|
- |
19(Abnormal Operation) |
- |
0 |
|
- |
18(Endurance) |
- |
0 |
|
- |
17(Over Load Protection of Transformers and associated circuits) |
- |
0 |
|
- |
16.1(General) |
- |
0 |
|
- |
16.0(General) |
- |
0 |
|
- |
15.3(Humidity Test) |
- |
0 |
|
- |
15.2(Spillage Test) |
- |
0 |
|
- |
15.1(Ingress Protection test other than IPX0 (IP test)) |
- |
0 |
|
- |
15.0(Moisture resistance) |
- |
0 |
|
- |
14(Transient Over Voltages) |
- |
0 |
|
- |
13.3(Electric Strength at operating temperature) |
- |
0 |
|
- |
13.2(Leakage current at operating temperature) |
- |
0 |
|
- |
13(Leakage current and electric strength at operating temperature) |
- |
0 |
|
- |
11.3(Heating) |
- |
0 |
|
- |
11.2(General) |
- |
0 |
|
- |
11.1(General) |
- |
0 |
|
- |
10.1(Power input) |
- |
0 |
|
- |
9(Starting of motor operation test requirements and tests) |
- |
0 |
|
- |
8.1.4(Protection against live parts against protective impedance) |
- |
0 |
|
- |
8.1.3(Protection against live parts in visible glowing heating elements) |
- |
0 |
|
- |
7(Marking and instructions) |
- |
0 |
|
- |
A.2(Earth continuity test) |
- |
0 |
|
- |
Annex C(Ageing test on motors) |
- |
0 |
|
- |
Annex D(Thermal motor protectors) |
- |
0 |
|
- |
15.2(Moisture resistance) |
- |
0 |
|
- |
19.17(Abnormal operation) |
- |
0 |
|
- |
20.1(Stability and mechanical hazards) |
- |
0 |
|
- |
22.5(Construction) |
- |
0 |
|
- |
22.6(Construction) |
- |
0 |
|
- |
22.11(Construction) |
- |
0 |
|
- |
22.16(Construction) |
- |
0 |
|
- |
22.32(Construction) |
- |
0 |
|
- |
22.42(Construction) |
- |
0 |
|
- |
23.3(Internal wiring) |
- |
0 |
|
- |
25(Supply connection and external flexible cords) |
- |
0 |
|
- |
25.7(Supply connection and external flexible cords) |
- |
0 |
|
- |
25.14(Supply connection and external flexible cords) |
- |
0 |
|
- |
25.15(Supply connection and external flexible cords) |
- |
0 |
|
- |
26.5(Terminals for external conductors) |
- |
0 |
|
- |
27.5(Provision for earthing) |
- |
0 |
|
- |
28.1(Screws and connections) |
- |
0 |
|
- |
B.22.1(Construction) |
- |
0 |
|
- |
B.22.3(Construction) |
- |
0 |
|
- |
B.22.4(Construction) |
- |
0 |
|
- |
B.22.5(Construction) |
- |
0 |
|
- |
8.1.1(Protection against live parts in all positions) |
- |
0 |
|
- |
10.2(Current input) |
- |
0 |
|
- |
16.2(Leakage Current (after Clause 15)) |
- |
0 |
|
- |
16.3(Electric Strength (after clause 15 and 16.2)) |
- |
0 |
|
- |
31(Resistance to Rusting) |
- |
0 |
|
- |
21(Mechanical Strength) |
- |
0 |
|
- |
8.1.2(Protection against live parts in openings) |
- |
0 |
|
- |
21.2(Mechanical strength) |
- |
0 |
|
- |
21.3(Mechanical strength) |
- |
0 |
|
- |
|
11 Apr, 2028 |
- Included w.e.f 23.01.2025
Excluded : Cl 19.11.4.1 - Cl 19.11.4.7, Cl 12 (Charging of metal-ion batteries) |
3055 |
PIONEER TESTING LABORATORY PRIVATE LIMITED
| 8176806
| IS 303 (2024) |
Plywood for General Purposes â Specification (Fourth Revision) |
All Type |
10450 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl-5.1(Classification by appearance) |
- |
300 |
|
- |
Cl-5.2, Table- 1 (i)(Blister) |
- |
300 |
|
- |
Cl-5.2, Table- 1 (ii)(Checks) |
- |
300 |
|
- |
Cl-5.2, Table- 1 (iii)(Discolouration) |
- |
300 |
|
- |
Cl-5.2, Table- 1 (iv)(Dote) |
- |
300 |
|
- |
Cl-5.2, Table- 1 (v)(Insect hole) |
- |
300 |
|
- |
Cl-5.2, Table- 1 (vi)(Joints) |
- |
300 |
|
- |
Cl-5.2, Table- 1 (vii)(Knots (dead)) |
- |
300 |
|
- |
Cl-5.2, Table- 1 (viii)(Pin knots (dead)) |
- |
300 |
|
- |
Cl-5.2, Table- 1 (ix)(Pin knots (live)) |
- |
300 |
|
- |
Cl-5.2, Table- 1 (x)(Knots (tight)) |
- |
300 |
|
- |
Cl-5.2, Table- 1 (xi)(Patches) |
- |
300 |
|
- |
Cl-5.2, Table- 1 (xii)(Splits) |
- |
300 |
|
- |
Cl-5.2, Table- 1 (xiii)(Swirl) |
- |
300 |
|
- |
Cl-5.2, Table-2(Maximum Number of Categories of Permissible Defects, per m2) |
- |
300 |
|
- |
Cl-6.1(Timber) |
- |
300 |
|
- |
Cl-6.2(Adhesive) |
- |
300 |
|
- |
Cl-7.2.1(Thickness of veneers) |
- |
300 |
|
- |
Cl-7.2.3(Grain Direction) |
- |
300 |
|
- |
Cl-7.2.5.1(Gaps in cores and cross-bands) |
- |
300 |
|
- |
Cl-7.2.5.2(Splits) |
- |
300 |
|
- |
Cl-7.2.5.3(Overlap) |
- |
300 |
|
- |
Cl-8.1(Dimensions -length) |
- |
700 |
|
- |
Cl-8.2(Thickness of the plywood boards) |
- |
300 |
|
- |
Cl-8.3(Squareness) |
- |
700 |
|
- |
Cl-11.3.1, 11.3.1.1(Water Resistance Test) |
- |
1000 |
|
- |
Cl-11.3.2(Mycological Test) |
- |
1500 |
|
- |
Cl-11.4(Moisture Content) |
- |
500 |
|
- |
Cl-11.5, Table 4(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average) |
- |
1500 |
|
- |
Cl-11.5, Table 4(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual) |
- |
1500 |
|
- |
Cl-11.6(Formaldehyde Content Test) |
- |
2000 |
|
- |
Cl-11.7(Steady-State Formaldehyde Emission Test) |
- |
2000 |
|
- |
Cl-9(WORKMANSHIP AND FINISH) |
- |
300 |
|
- |
Cl-7.2.4(Scarf Joints) |
- |
300 |
|
- |
Cl-5.1(Classification by appearance) |
- |
200 |
|
- |
Cl-5.2, Table- 1 (i)(Blister) |
- |
200 |
|
- |
Cl-5.2, Table- 1 (ii)(Checks) |
- |
200 |
|
- |
Cl-5.2, Table- 1 (iii)(Discolouration) |
- |
200 |
|
- |
Cl-5.2, Table- 1 (iv)(Dote) |
- |
200 |
|
- |
Cl-5.2, Table- 1 (v)(Insect hole) |
- |
200 |
|
- |
Cl-5.2, Table- 1 (vi)(Joints) |
- |
200 |
|
- |
Cl-5.2, Table- 1 (vii)(Knots (dead)) |
- |
200 |
|
- |
Cl-5.2, Table- 1 (viii)(Pin knots (dead)) |
- |
200 |
|
- |
Cl-5.2, Table- 1 (ix)(Pin knots (live)) |
- |
200 |
|
- |
Cl-5.2, Table- 1 (x)(Knots (tight)) |
- |
200 |
|
- |
Cl-5.2, Table- 1 (xi)(Patches) |
- |
200 |
|
- |
Cl-5.2, Table- 1 (xii)(Splits) |
- |
200 |
|
- |
Cl-5.2, Table- 1 (xiii)(Swirl) |
- |
200 |
|
- |
Cl-5.2, Table-2(Maximum Number of Categories of Permissible Defects, per m2) |
- |
0 |
|
- |
Cl-6.1(Timber) |
- |
0 |
|
- |
Cl-6.2(Adhesive) |
- |
8500 |
|
- |
Cl-7.2.1(Thickness of veneers) |
- |
300 |
|
- |
Cl-7.2.3(Grain Direction) |
- |
200 |
|
- |
Cl-7.2.5.1(Gaps in cores and cross-bands) |
- |
200 |
|
- |
Cl-7.2.5.2(Splits) |
- |
200 |
|
- |
Cl-7.2.5.3(Overlap) |
- |
200 |
|
- |
Cl-8.1(Dimensions -length) |
- |
600 |
|
- |
Cl-8.2(Thickness of the plywood boards) |
- |
300 |
|
- |
Cl-8.3(Squareness) |
- |
750 |
|
- |
Cl-11.3.1, 11.3.1.1(Water Resistance Test) |
- |
1000 |
|
- |
Cl-11.3.2(Mycological Test) |
- |
1500 |
|
- |
Cl-11.4(Moisture Content) |
- |
750 |
|
- |
Cl-11.5, Table 4(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average) |
- |
750 |
|
- |
Cl-11.5, Table 4(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual) |
- |
750 |
|
- |
Cl-11.6(Formaldehyde Content Test) |
- |
2500 |
|
- |
Cl-11.7(Steady-State Formaldehyde Emission Test) |
- |
2500 |
|
- |
Cl-9(WORKMANSHIP AND FINISH) |
- |
500 |
|
- |
Cl-7.2.4(Scarf Joints) |
- |
0 |
|
- |
|
10 Mar, 2027 |
- Included w.e.f 20.05.2025 |
3056 |
MSME TESTING CENTER, AHMEDABAD
| 7186204
| IS 6956 (2001) |
Cover paper - Specification (First Revision) |
- |
15175 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
4.3(Grarnmage-As per 6 of IS 1060 (Part 1)-Further a mean of 10 test results shall not
vary from nominal grarnmage by more than ±4 percent.) |
- |
900 |
|
Above are general charges .Concession of 25% and 10 % to Micro & Small Enterprises respectively |
4.3(Grarnmage-As per 6 of IS 1060 (Part 1)- no single test result shall vary by more than *6 percent from nominal) |
- |
900 |
|
Above are general charges .Concession of 25% and 10 % to Micro & Small Enterprises respectively |
4.2,Table1 (One minute Cobb test (Test method Column 4 and 5 of table1)) |
- |
1000 |
|
Above are general charges .Concession of 25% and 10 % to Micro & Small Enterprises respectively |
4.2,Table1 (Smoothness (Bendtsen)-(Test method Column 4 and 5 of table1)) |
- |
900 |
|
Above are general charges .Concession of 25% and 10 % to Micro & Small Enterprises respectively |
4.2,Table1 (Burst Index-(Test method Column 4 and 5 of table1)) |
- |
1400 |
|
Above are general charges .Concession of 25% and 10 % to Micro & Small Enterprises respectively |
4.2,Table1 (Ph(Test method Column 4 and 5 of table1)) |
- |
900 |
|
Above are general charges .Concession of 25% and 10 % to Micro & Small Enterprises respectively |
4.2,Table1 (Folding endurance-MD-(Test method Column 4 and 5 of table1)) |
- |
675 |
|
Above are general charges .Concession of 25% and 10 % to Micro & Small Enterprises respectively |
4.2,Table1 (Folding endurance-CD-(Test method Column 4 and 5 of table1)) |
- |
675 |
|
Above are general charges .Concession of 25% and 10 % to Micro & Small Enterprises respectively |
4.2,Table1 (Tensile Index-CD(Test method Column 4 and 5 of table1)) |
- |
2000 |
|
Above are general charges .Concession of 25% and 10 % to Micro & Small Enterprises respectively |
4.2,Table1 (Tensile Index-MD(Test method Column 4 and 5 of table1)) |
- |
2000 |
|
Above are general charges .Concession of 25% and 10 % to Micro & Small Enterprises respectively |
4.2,Table1 (Brightness(For white paper only) -(Test method Column 4 and 5 of table1)) |
- |
775 |
|
Above are general charges .Concession of 25% and 10 % to Micro & Small Enterprises respectively |
4.2,Table1 (Opacity, (Test method Column 4 and 5 of table1)) |
- |
2000 |
|
Above are general charges .Concession of 25% and 10 % to Micro & Small Enterprises respectively |
4.2,Table1 (Bending stiffness index,-CD-(Test method Column 4 and 5 of table1)) |
- |
775 |
|
Above are general charges .Concession of 25% and 10 % to Micro & Small Enterprises respectively |
4.2,Table1 (Bending stiffness index,-MD-(Test method Column 4 and 5 of table1)) |
- |
775 |
|
Above are general charges .Concession of 25% and 10 % to Micro & Small Enterprises respectively |
4.1(REQUIREMENTS-General) |
- |
600 |
|
Above are general charges .Concession of 25% and 10 % to Micro & Small Enterprises respectively |
4.2,Table1 (Wax pick-(Test method Column 4 and 5 of table1)) |
- |
1150 |
|
Above are general charges .Concession of 25% and 10 % to Micro & Small Enterprises respectively |
4.4.1.1(Additional Requirements for ECO-Mark) |
- |
900 |
|
Above are general charges .Concession of 25% and 10 % to Micro & Small Enterprises respectively |
4.4.3(Product Specific Requirements) |
- |
600 |
|
Above are general charges .Concession of 25% and 10 % to Micro & Small Enterprises respectively |
4.4.4(Product Specific Requirements) |
- |
600 |
|
Above are general charges .Concession of 25% and 10 % to Micro & Small Enterprises respectively |
4.3(Grarnmage-As per 6 of IS 1060 (Part 1)-Further a mean of 10 test results shall not
vary from nominal grarnmage by more than ±4 percent.) |
- |
900 |
|
Above are general charges .Concession of 25% and 10 % to Micro & Small Enterprises respectively |
4.3(Grarnmage-As per 6 of IS 1060 (Part 1)- no single test result shall vary by more than *6 percent from nominal) |
- |
900 |
|
Above are general charges .Concession of 25% and 10 % to Micro & Small Enterprises respectively |
4.2,Table1 (One minute Cobb test (Test method Column 4 and 5 of table1)) |
- |
1000 |
|
Above are general charges .Concession of 25% and 10 % to Micro & Small Enterprises respectively |
4.2,Table1 (Smoothness (Bendtsen)-(Test method Column 4 and 5 of table1)) |
- |
900 |
|
Above are general charges .Concession of 25% and 10 % to Micro & Small Enterprises respectively |
4.2,Table1 (Burst Index-(Test method Column 4 and 5 of table1)) |
- |
1400 |
|
Above are general charges .Concession of 25% and 10 % to Micro & Small Enterprises respectively |
4.2,Table1 (Ph(Test method Column 4 and 5 of table1)) |
- |
900 |
|
Above are general charges .Concession of 25% and 10 % to Micro & Small Enterprises respectively |
4.2,Table1 (Folding endurance-MD-(Test method Column 4 and 5 of table1)) |
- |
675 |
|
Above are general charges .Concession of 25% and 10 % to Micro & Small Enterprises respectively |
4.2,Table1 (Folding endurance-CD-(Test method Column 4 and 5 of table1)) |
- |
675 |
|
Above are general charges .Concession of 25% and 10 % to Micro & Small Enterprises respectively |
4.2,Table1 (Tensile Index-CD(Test method Column 4 and 5 of table1)) |
- |
2000 |
|
Above are general charges .Concession of 25% and 10 % to Micro & Small Enterprises respectively |
4.2,Table1 (Tensile Index-MD(Test method Column 4 and 5 of table1)) |
- |
2000 |
|
Above are general charges .Concession of 25% and 10 % to Micro & Small Enterprises respectively |
4.2,Table1 (Brightness(For white paper only) -(Test method Column 4 and 5 of table1)) |
- |
775 |
|
Above are general charges .Concession of 25% and 10 % to Micro & Small Enterprises respectively |
4.2,Table1 (Opacity, (Test method Column 4 and 5 of table1)) |
- |
2000 |
|
Above are general charges .Concession of 25% and 10 % to Micro & Small Enterprises respectively |
4.2,Table1 (Bending stiffness index,-CD-(Test method Column 4 and 5 of table1)) |
- |
775 |
|
Above are general charges .Concession of 25% and 10 % to Micro & Small Enterprises respectively |
4.2,Table1 (Bending stiffness index,-MD-(Test method Column 4 and 5 of table1)) |
- |
775 |
|
Above are general charges .Concession of 25% and 10 % to Micro & Small Enterprises respectively |
4.1(REQUIREMENTS-General) |
- |
600 |
|
Above are general charges .Concession of 25% and 10 % to Micro & Small Enterprises respectively |
4.2,Table1 (Wax pick-(Test method Column 4 and 5 of table1)) |
- |
1150 |
|
Above are general charges .Concession of 25% and 10 % to Micro & Small Enterprises respectively |
4.4.3(Product Specific Requirements) |
- |
600 |
|
Above are general charges .Concession of 25% and 10 % to Micro & Small Enterprises respectively |
4.4.4(Product Specific Requirements) |
- |
600 |
|
Above are general charges .Concession of 25% and 10 % to Micro & Small Enterprises respectively |
4.3(Grarnmage-As per 6 of IS 1060 (Part 1)-Further a mean of 10 test results shall not
vary from nominal grarnmage by more than ±4 percent.) |
- |
900 |
|
Above are general charges .Concession of 25% and 10 % to Micro & Small Enterprises respectively |
4.3(Grarnmage-As per 6 of IS 1060 (Part 1)- no single test result shall vary by more than *6 percent from nominal) |
- |
900 |
|
Above are general charges .Concession of 25% and 10 % to Micro & Small Enterprises respectively |
4.2,Table1 (One minute Cobb test (Test method Column 4 and 5 of table1)) |
- |
1000 |
|
Above are general charges .Concession of 25% and 10 % to Micro & Small Enterprises respectively |
4.2,Table1 (Smoothness (Bendtsen)-(Test method Column 4 and 5 of table1)) |
- |
900 |
|
Above are general charges .Concession of 25% and 10 % to Micro & Small Enterprises respectively |
4.2,Table1 (Burst Index-(Test method Column 4 and 5 of table1)) |
- |
1400 |
|
Above are general charges .Concession of 25% and 10 % to Micro & Small Enterprises respectively |
4.2,Table1 (Ph(Test method Column 4 and 5 of table1)) |
- |
900 |
|
Above are general charges .Concession of 25% and 10 % to Micro & Small Enterprises respectively |
4.2,Table1 (Folding endurance-MD-(Test method Column 4 and 5 of table1)) |
- |
675 |
|
Above are general charges .Concession of 25% and 10 % to Micro & Small Enterprises respectively |
4.2,Table1 (Folding endurance-CD-(Test method Column 4 and 5 of table1)) |
- |
675 |
|
Above are general charges .Concession of 25% and 10 % to Micro & Small Enterprises respectively |
4.2,Table1 (Tensile Index-CD(Test method Column 4 and 5 of table1)) |
- |
2000 |
|
Above are general charges .Concession of 25% and 10 % to Micro & Small Enterprises respectively |
4.2,Table1 (Tensile Index-MD(Test method Column 4 and 5 of table1)) |
- |
2000 |
|
Above are general charges .Concession of 25% and 10 % to Micro & Small Enterprises respectively |
4.2,Table1 (Brightness(For white paper only) -(Test method Column 4 and 5 of table1)) |
- |
775 |
|
Above are general charges .Concession of 25% and 10 % to Micro & Small Enterprises respectively |
4.2,Table1 (Opacity, (Test method Column 4 and 5 of table1)) |
- |
2000 |
|
Above are general charges .Concession of 25% and 10 % to Micro & Small Enterprises respectively |
4.2,Table1 (Bending stiffness index,-CD-(Test method Column 4 and 5 of table1)) |
- |
775 |
|
Above are general charges .Concession of 25% and 10 % to Micro & Small Enterprises respectively |
4.2,Table1 (Bending stiffness index,-MD-(Test method Column 4 and 5 of table1)) |
- |
775 |
|
Above are general charges .Concession of 25% and 10 % to Micro & Small Enterprises respectively |
4.1(REQUIREMENTS-General) |
- |
900 |
|
Above are general charges .Concession of 25% and 10 % to Micro & Small Enterprises respectively |
4.2,Table1 (Wax pick-(Test method Column 4 and 5 of table1)) |
- |
1150 |
|
Above are general charges .Concession of 25% and 10 % to Micro & Small Enterprises respectively |
Cl.4.1(Description) |
- |
600 |
|
Above are general charges .Concession of 25% and 10 % to Micro & Small Enterprises respectively |
Cl.4.3(Grammage) |
- |
900 |
|
Above are general charges .Concession of 25% and 10 % to Micro & Small Enterprises respectively |
Cl.4.2, Table-1(i)(pH) |
- |
900 |
|
Above are general charges .Concession of 25% and 10 % to Micro & Small Enterprises respectively |
Cl.4.2, Table-1(iia)(Tensile Index,MD) |
- |
2000 |
|
Above are general charges .Concession of 25% and 10 % to Micro & Small Enterprises respectively |
Cl.4.2, Table-1(iib)(Tensile Index,CD) |
- |
2000 |
|
Above are general charges .Concession of 25% and 10 % to Micro & Small Enterprises respectively |
Cl.4.2, Table-1(iii)(One minute cobb test) |
- |
1000 |
|
Above are general charges .Concession of 25% and 10 % to Micro & Small Enterprises respectively |
Cl.4.2, Table-1(iv)(Opacity) |
- |
2000 |
|
Above are general charges .Concession of 25% and 10 % to Micro & Small Enterprises respectively |
Cl.4.2, Table-1(v)(Brightness) |
- |
775 |
|
Above are general charges .Concession of 25% and 10 % to Micro & Small Enterprises respectively |
Cl.4.2, Table-1(vi)(Burst Index) |
- |
1400 |
|
Above are general charges .Concession of 25% and 10 % to Micro & Small Enterprises respectively |
Cl.4.2, Table-1(vii)(Wax pick) |
- |
1150 |
|
Above are general charges .Concession of 25% and 10 % to Micro & Small Enterprises respectively |
Cl.4.2, Table-1(viii)(Smoothness(Bendtsen)) |
- |
900 |
|
Above are general charges .Concession of 25% and 10 % to Micro & Small Enterprises respectively |
Cl.4.2, Table-1(ixa)(Folding endurance,CD) |
- |
675 |
|
Above are general charges .Concession of 25% and 10 % to Micro & Small Enterprises respectively |
Cl.4.2, Table-1(ixb)(Folding endurance,MD) |
- |
675 |
|
Above are general charges .Concession of 25% and 10 % to Micro & Small Enterprises respectively |
Cl.4.2, Table-1(xa)(Bending stiffness index,CD) |
- |
775 |
|
Above are general charges .Concession of 25% and 10 % to Micro & Small Enterprises respectively |
Cl.4.2, Table-1(xb)(Bending stiffness index,MD) |
- |
775 |
|
Above are general charges .Concession of 25% and 10 % to Micro & Small Enterprises respectively |
4.4.1.1(Additional Requirements for ECO-Mark) |
- |
900 |
|
visual test |
4.4.1.1(Additional Requirements for ECO-Mark) |
- |
900 |
|
visual test |
4.4.4(Product Specific Requirements) |
- |
900 |
|
visual test |
|
16 Jun, 2028 |
- - |
3057 |
MSME TESTING CENTER, AHMEDABAD
| 7186204
| IS 12766 (2023) |
COMPUTER PAPER - SPECIFICATION |
- |
20225 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Clause 3.1.1(Continuous Length) |
- |
900 |
|
Above is general charges. For micro enterprises and small enterprises concession of 25% and 10% respectively to above charges. |
Clause 4.1(Paper Description) |
- |
900 |
|
Above is general charges. For micro enterprises and small enterprises concession of 25% and 10% respectively to above charges. |
Clause 4.1.1(Grammage (Substance)) |
- |
900 |
|
Above is general charges. For micro enterprises and small enterprises concession of 25% and 10% respectively to above charges. |
Clause 4.1.2(Printing) |
- |
900 |
|
Above is general charges. For micro enterprises and small enterprises concession of 25% and 10% respectively to above charges. |
Clause 4.2(Z-fold) |
- |
900 |
|
Above is general charges. For micro enterprises and small enterprises concession of 25% and 10% respectively to above charges. |
Clause 4.3(Perforation) |
- |
900 |
|
Above is general charges. For micro enterprises and small enterprises concession of 25% and 10% respectively to above charges. |
Feed hole diameter(As per Annex A) |
- |
900 |
|
Above is general charges. For micro enterprises and small enterprises concession of 25% and 10% respectively to above charges. |
Clause 4.4(Feed hole to feed hole disance) |
- |
900 |
|
Above is general charges. For micro enterprises and small enterprises concession of 25% and 10% respectively to above charges. |
Clause 4.4(Distance of Feed hole centre from the edge of the paper) |
- |
900 |
|
The general charges apply as stated above. However, Micro Enterprises receive a 25% concession on these charges, while small enterprises are eligible for a 10% concession. |
Clause 4.5(Size) |
- |
575 |
|
The general charges apply as stated above. However, Micro Enterprises receive a 25% concession on these charges, while small enterprises are eligible for a 10% concession. |
Clause 4.7, Table 1, s.no. (i)(As per IS 1060 (Part 5/Sec 3)) |
- |
525 |
|
The general charges apply as stated above. However, Micro Enterprises receive a 25% concession on these charges, while small enterprises are eligible for a 10% concession. |
Clause 4.7, Table 1, s.no. (ii)(Tensile index, CD) |
- |
2000 |
|
The general charges apply as stated above. However, Micro Enterprises receive a 25% concession on these charges, while small enterprises are eligible for a 10% concession. |
Clause 4.7, Table 1, s.no. (ii)(Tensile index, MD) |
- |
2000 |
|
The general charges apply as stated above. However, Micro Enterprises receive a 25% concession on these charges, while small enterprises are eligible for a 10% concession. |
Clause 4.7, Table 1, s.no. (iii)(Tear index, MD) |
- |
2000 |
|
The general charges apply as stated above. However, Micro Enterprises receive a 25% concession on these charges, while small enterprises are eligible for a 10% concession. |
Clause 4.7, Table 1, s.no. (iii)(Tear index, CD) |
- |
2000 |
|
The general charges apply as stated above. However, Micro Enterprises receive a 25% concession on these charges, while small enterprises are eligible for a 10% concession. |
Clause 4.7, Table 1, s.no. (iv)(Burst Index) |
- |
1400 |
|
The general charges apply as stated above. However, Micro Enterprises receive a 25% concession on these charges, while small enterprises are eligible for a 10% concession. |
One minute Cobb test(As per IS 1060 (Part 5/Sec 4)) |
- |
1000 |
|
The general charges apply as stated above. However, Micro Enterprises receive a 25% concession on these charges, while small enterprises are eligible for a 10% concession. |
Brightness ISO(Brightness ISO) |
- |
775 |
|
The general charges apply as stated above. However, Micro Enterprises receive a 25% concession on these charges, while small enterprises are eligible for a 10% concession. |
Clause 4.7, Table 1, s.no. (vii)(Opacity) |
- |
2000 |
|
The general charges apply as stated above. However, Micro Enterprises receive a 25% concession on these charges, while small enterprises are eligible for a 10% concession. |
Clause 4.7, Table 1, s.no. (viii)(Moisture) |
- |
700 |
|
The general charges apply as stated above. However, Micro Enterprises receive a 25% concession on these charges, while small enterprises are eligible for a 10% concession. |
Clause 4.7, Table 1, s.no. (ix)(Ash) |
- |
1150 |
|
The general charges apply as stated above. However, Micro Enterprises receive a 25% concession on these charges, while small enterprises are eligible for a 10% concession. |
Clause 4.7, Table 1, s.no. (x)(Smoothness (Bendtsen) for both sides) |
- |
900 |
|
The general charges apply as stated above. However, Micro Enterprises receive a 25% concession on these charges, while small enterprises are eligible for a 10% concession. |
|
16 Jun, 2028 |
- - |
3058 |
MSME TESTING CENTER, AHMEDABAD
| 7186204
| IS 1397 (2020) |
Kraft Paper for Packing and Wrapping — Specification ( Third Revision ) |
- |
20725 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl 4(Grade) |
- |
900 |
|
Above is general charges. For micro enterprises and small enterprises concession of 25% and 10% respectively to above charges |
Cl 5.2(Finish) |
- |
900 |
|
Above is general charges. For micro enterprises and small enterprises concession of 25% and 10% respectively to above charges. |
Cl 5.3(Size) |
- |
575 |
|
Above is general charges. For micro enterprises and small enterprises concession of 25% and 10% respectively to above charges. |
Cl 5.4(Substance) |
- |
900 |
|
Above is general charges. For micro enterprises and small enterprises concession of 25% and 10% respectively to above charges. |
Cl 5.5 Table 1 S.No. i)(Moisture content,) |
- |
700 |
|
Above is general charges. For micro enterprises and small enterprises concession of 25% and 10% respectively to above charges. |
Cl 5.5 Table 1 S.No.i i)(pH, Min) |
- |
900 |
|
Above is general charges. For micro enterprises and small enterprises concession of 25% and 10% respectively to above charges. |
Cl 5.5 Table 1 S.No. iii)(Burst index ) |
- |
1400 |
|
Above is general charges. For micro enterprises and small enterprises concession of 25% and 10% respectively to above charges. |
Cl 5.5 Table 1 S.No. iv)(Tear index (each direction)) |
- |
2000 |
|
Above is general charges. For micro enterprises and small enterprises concession of 25% and 10% respectively to above charges. |
Cl 5.5 Table 1 S.No. v)(Tensile index CD) |
- |
2000 |
|
Above is general charges. For micro enterprises and small enterprises concession of 25% and 10% respectively to above charges. |
Cl 5.5 Table 1 S.No. v)(Tensile index MD) |
- |
2000 |
|
Above is general charges. For micro enterprises and small enterprises concession of 25% and 10% respectively to above charges. |
Cl 5.5 Table 1 S.No. vi)(Folding endurance, CD) |
- |
675 |
|
Above is general charges. For micro enterprises and small enterprises concession of 25% and 10% respectively to above charges. |
Cl 5.5 Table 1 S.No.vii)(Cobb value Front,, 60 sec 27°C) |
- |
1000 |
|
Above is general charges. For micro enterprises and small enterprises concession of 25% and 10% respectively to above charges. |
Cl 5.5 Table 1 S.No.vii)(Cobb value Back,, 60 sec 27°C) |
- |
1000 |
|
Above is general charges. For micro enterprises and small enterprises concession of 25% and 10% respectively to above charges. |
Cl 5.6 Table 2 S.No.i)(pH) |
- |
900 |
|
Above is general charges. For micro enterprises and small enterprises concession of 25% and 10% respectively to above charges. |
Cl 5.6 Table 2 S.No.ii)(Ash) |
- |
1000 |
|
Above is general charges. For micro enterprises and small enterprises concession of 25% and 10% respectively to above charges. |
Cl 5.6 Table 2 S.No.iii)(Elongation at break, CD) |
- |
2000 |
|
Above is general charges. For micro enterprises and small enterprises concession of 25% and 10% respectively to above charges. |
Cl 5.6 Table 2 S.No.iii)(Elongation at break, MD) |
- |
2000 |
|
Above is general charges. For micro enterprises and small enterprises concession of 25% and 10% respectively to above charges. |
Cl 5.6 Table 2 S.No.ii)(Elongation at break, CD) |
- |
2000 |
|
Above is general charges. For micro enterprises and small enterprises concession of 25% and 10% respectively to above charges. |
5, 5.1, 5.1.1 (Requirements- Materials (Grade 1)) |
- |
900 |
|
Above is general charges. For micro enterprises and small enterprises concession of 25% and 10% respectively to above charges. |
5, 5.1, 5.1.2(Requirements- Materials (Grade 2)) |
- |
900 |
|
Above is general charges. For micro enterprises and small enterprises concession of 25% and 10% respectively to above charges. |
5, 5.1, 5.1.3(Requirements- Materials (Grade 3)) |
- |
900 |
|
Above is general charges. For micro enterprises and small enterprises concession of 25% and 10% respectively to above charges. |
5.2, 5.2.1(Finish (Grade 1)
) |
- |
900 |
|
Above is general charges. For micro enterprises and small enterprises concession of 25% and 10% respectively to above charges. |
5.2, 5.2.2(Finish (Grade 2)
) |
- |
900 |
|
Above is general charges. For micro enterprises and small enterprises concession of 25% and 10% respectively to above charges. |
5.2, 5.2.3(Finish (Grade 3)
) |
- |
900 |
|
Above is general charges. For micro enterprises and small enterprises concession of 25% and 10% respectively to above charges. |
5.3(Size) |
- |
575 |
|
Above is general charges. For micro enterprises and small enterprises concession of 25% and 10% respectively to above charges. |
5.4(Substance) |
- |
900 |
|
Above is general charges. For micro enterprises and small enterprises concession of 25% and 10% respectively to above charges. |
5.5(Requirements ) |
- |
600 |
|
Above is general charges. For micro enterprises and small enterprises concession of 25% and 10% respectively to above charges. |
5.6(Optional Requirements ) |
- |
600 |
|
Above is general charges. For micro enterprises and small enterprises concession of 25% and 10% respectively to above charges. |
6, 6.3, 6.3.1(Marking- Each package and roll shall be marked with the following information) |
- |
600 |
|
Above is general charges. For micro enterprises and small enterprises concession of 25% and 10% respectively to above charges. |
6, 6.3, 6.3.2(Marking- Each package and roll shall be marked with the following information) |
- |
600 |
|
Above is general charges. For micro enterprises and small enterprises concession of 25% and 10% respectively to above charges. |
6.4(BIS Certification Marking ) |
- |
900 |
|
Above is general charges. For micro enterprises and small enterprises concession of 25% and 10% respectively to above charges. |
8(Tests) |
- |
20725 |
|
Above is general charges. For micro enterprises and small enterprises concession of 25% and 10% respectively to above charges. |
|
16 Jun, 2028 |
- - |
3059 |
Elutech Laboratory and Calibration Services, Jaipur
| 9179806
| IS 15658 (2021) |
Concrete Paving Blocks - Specification ( First Revision ) |
All Grade, Size. Both Single and Double Layer |
12500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 50 cycles) |
- |
0 |
|
- |
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 25 cycles) |
- |
0 |
|
- |
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 10 cycles) |
- |
0 |
|
- |
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Cumulative Weight losses of specimen after 10, 25 & 50 cycles) |
- |
0 |
|
- |
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 50 cycles) |
- |
0 |
|
- |
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 25 cycles) |
- |
0 |
|
- |
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 10 cycles) |
- |
0 |
|
- |
Clause 7.3, Annex G(Average Breaking Load) |
- |
12500 |
|
- |
Clause 7.3, Annex G(Individual Breaking Load) |
- |
12500 |
|
- |
Clause 7.3, Annex F(Average Failure Load per unit Length) |
- |
12500 |
|
- |
Clause 7.3, Annex F(Individual Failure Load per unit Length) |
- |
12500 |
|
- |
Clause 7.3 & 9.1.4, Table 3, SI No. (v) b)(Average Flexural strength ) |
- |
12500 |
|
- |
Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength (i)) |
- |
12500 |
|
- |
Clause 7.3 & 9.1.4, Table 3, SI No. (iv) b)(Average Tensile splitting strength ) |
- |
12500 |
|
- |
Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength (i)) |
- |
12500 |
|
- |
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) ii)(Wet Abrasion resistance (Average of three test specimens)) |
- |
12500 |
|
- |
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) i)( Indivdual Wet Abrasion Resistance ) |
- |
12500 |
|
- |
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) ii)(Dry Abrasion resistance (Average of three test specimens)) |
- |
12500 |
|
- |
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) i)( Indivdual Dry Abrasion Resistance ) |
- |
12500 |
|
- |
Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Compressive strength (Average of eight test specimens)) |
- |
12500 |
|
- |
Clause 7.3 & 9.1.4, Table 3, SI No. (ii) a)(Indivdual Compressive strength (i)) |
- |
12500 |
|
- |
Clause 7.3 & 9.1.4, Table 3, SI No. (i) b)(Water absorption (Average of three test specimens)) |
- |
12500 |
|
- |
Clause 7.3 & 9.1.4, Table 3, SI No. (i) a)( Indivdual Water absorption) |
- |
12500 |
|
- |
Clause 7.2 & 9.1.3, Table 2, SI No. (ix)(Deviation from squareness) |
- |
12500 |
|
- |
Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Indivdual Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
12500 |
|
- |
Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
12500 |
|
- |
Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Indivdual Plan Area (Asp)) |
- |
12500 |
|
- |
Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Plan Area (Asp)) |
- |
12500 |
|
- |
Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Indivdual Thickness of wearing Layer) |
- |
12500 |
|
- |
Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Thickness of wearing Layer) |
- |
12500 |
|
- |
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Depth) |
- |
12500 |
|
- |
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Depth) |
- |
12500 |
|
- |
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Width) |
- |
12500 |
|
- |
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Width) |
- |
12500 |
|
- |
Clause 7.2, Table No. 2, SI No. (iv)
(Indivdual Aspect Ratio, L/Th) |
- |
12500 |
|
- |
Clause 7.2, Table No. 2, SI No. (iv)
(Aspect Ratio, L/Th) |
- |
12500 |
|
- |
Clause 7.2, Table No. 2, SI No. (iii)
(Indivdual Thickness, Th) |
- |
12500 |
|
- |
Clause 7.2, Table No. 2, SI No. (iii)
(Thickness, Th) |
- |
12500 |
|
- |
Clause 7.2, Table No. 2, SI No. (ii)
(Indivdual Length, L) |
- |
12500 |
|
- |
Clause 7.2, Table No. 2, SI No. (ii)
(Length, L) |
- |
12500 |
|
- |
Clause 7.2, Table No. 2, SI No. (i)
(Indivdual Width, W) |
- |
12500 |
|
- |
Clause 7.2, Table No. 2, SI No. (i)
(Width, W) |
- |
12500 |
|
- |
Clause 6.3
(Bonding and Delamination between the layers of paver blocks) |
- |
12500 |
|
- |
Clause 7.1.3
(Colour and Texture) |
- |
12500 |
|
- |
Clauses 7.1.2 & 9.1.2
(Visual Inspection) |
- |
12500 |
|
- |
Clause 7.1.1
(General Quality) |
- |
12500 |
|
- |
7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Lower) |
- |
12500 |
|
- |
7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Lower) |
- |
12500 |
|
- |
7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Higher) |
- |
12500 |
|
- |
7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Higher) |
- |
12500 |
|
- |
Clause 3.20(Spacer nibs) |
- |
12500 |
|
- |
10(Marking) |
- |
12500 |
|
- |
cl.5(Cement) |
- |
0 |
|
- |
5.2(Mineral Admixture) |
- |
0 |
|
- |
5.3(Chemical Admixtures) |
- |
0 |
|
- |
5.4(Coarse and Fine
Aggregates) |
- |
0 |
|
- |
5.5(Pigments) |
- |
0 |
|
- |
5.6(Water) |
- |
0 |
|
- |
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 50 cycles) |
- |
0 |
|
- |
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 25 cycles) |
- |
0 |
|
- |
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Visual Rating of specimen after 10 cycles) |
- |
0 |
|
- |
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Cumulative Weight losses of specimen after 10, 25 & 50 cycles) |
- |
0 |
|
- |
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 50 cycles) |
- |
0 |
|
- |
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 25 cycles) |
- |
0 |
|
- |
Clause 7.3 & 9.1.4, Table 3, SI No. (vi)(Freeze Thaw durability (Weight losses of specimen after 10 cycles) |
- |
0 |
|
- |
Clause 7.3, Annex G(Average Breaking Load) |
- |
12500 |
|
- |
Clause 7.3, Annex G(Individual Breaking Load) |
- |
12500 |
|
- |
Clause 7.3, Annex F(Average Failure Load per unit Length) |
- |
12500 |
|
- |
Clause 7.3, Annex F(Individual Failure Load per unit Length) |
- |
12500 |
|
- |
Clause 7.3 & 9.1.4, Table 3, SI No. (v) b)(Average Flexural strength ) |
- |
12500 |
|
- |
Clause 7.3 & 9.1.4, Table 3, SI No. (v) a)(Indivdual Flexural strength (i)) |
- |
12500 |
|
- |
Clause 7.3 & 9.1.4, Table 3, SI No. (iv) b)(Average Tensile splitting strength ) |
- |
12500 |
|
- |
Clause 7.3 & 9.1.4, Table 3, SI No. (iv) a)(Indivdual Tensile splitting strength (i)) |
- |
12500 |
|
- |
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) ii)(Wet Abrasion resistance (Average of three test specimens)) |
- |
12500 |
|
- |
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) b) i)( Indivdual Wet Abrasion Resistance ) |
- |
12500 |
|
- |
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) ii)(Dry Abrasion resistance (Average of three test specimens)) |
- |
12500 |
|
- |
Clause 7.3 & 9.1.4, Table 3, SI No. (iii) a) i)( Indivdual Dry Abrasion Resistance ) |
- |
12500 |
|
- |
Clause 7.3 & 9.1.4, Table 3, SI No. (ii) b)(Compressive strength (Average of eight test specimens)) |
- |
12500 |
|
- |
Clause 7.3 & 9.1.4, Table 3, SI No. (ii) a)(Indivdual Compressive strength (i)) |
- |
12500 |
|
- |
Clause 7.3 & 9.1.4, Table 3, SI No. (i) b)(Water absorption (Average of three test specimens)) |
- |
12500 |
|
- |
Clause 7.3 & 9.1.4, Table 3, SI No. (i) a)( Indivdual Water absorption) |
- |
12500 |
|
- |
Clause 7.2 & 9.1.3, Table 2, SI No. (ix)(Deviation from squareness) |
- |
12500 |
|
- |
Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Indivdual Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
12500 |
|
- |
Clause 7.2 & 9.1.3, Table 2, SI No. (viii)(Ratio of wearing face area and Plan area (Asw/Asp)) |
- |
12500 |
|
- |
Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Indivdual Plan Area (Asp)) |
- |
12500 |
|
- |
Clause 7.2 & 9.1.3, Table 2, SI No. (vii)(Plan Area (Asp)) |
- |
12500 |
|
- |
Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Indivdual Thickness of wearing Layer) |
- |
12500 |
|
- |
Clause 7.2 & 9.1.3, Table 2, SI No. (vi)(Thickness of wearing Layer) |
- |
12500 |
|
- |
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Depth) |
- |
12500 |
|
- |
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Depth) |
- |
12500 |
|
- |
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Indivdual Arris/chamfer, Width) |
- |
12500 |
|
- |
Clause 7.2 & 9.1.3, Table 2, SI No. (v)(Arris/chamfer, Width) |
- |
12500 |
|
- |
Clause 7.2, Table No. 2, SI No. (iv)
(Indivdual Aspect Ratio, L/Th) |
- |
12500 |
|
- |
Clause 7.2, Table No. 2, SI No. (iv)
(Aspect Ratio, L/Th) |
- |
12500 |
|
- |
Clause 7.2, Table No. 2, SI No. (iii)
(Indivdual Thickness, Th) |
- |
12500 |
|
- |
Clause 7.2, Table No. 2, SI No. (iii)
(Thickness, Th) |
- |
12500 |
|
- |
Clause 7.2, Table No. 2, SI No. (ii)
(Indivdual Length, L) |
- |
12500 |
|
- |
Clause 7.2, Table No. 2, SI No. (ii)
(Length, L) |
- |
12500 |
|
- |
Clause 7.2, Table No. 2, SI No. (i)
(Indivdual Width, W) |
- |
12500 |
|
- |
Clause 7.2, Table No. 2, SI No. (i)
(Width, W) |
- |
12500 |
|
- |
Clause 6.3
(Bonding and Delamination between the layers of paver blocks) |
- |
12500 |
|
- |
Clause 7.1.3
(Colour and Texture) |
- |
12500 |
|
- |
Clauses 7.1.2 & 9.1.2
(Visual Inspection) |
- |
12500 |
|
- |
Clause 7.1.1
(General Quality) |
- |
12500 |
|
- |
7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Lower) |
- |
12500 |
|
- |
7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Lower) |
- |
12500 |
|
- |
7.2- TABLE-2- (i) IS-15658 (Annex-B)(Individual Width - Higher) |
- |
12500 |
|
- |
7.2- TABLE-2- (i) IS-15658 (Annex-B)(Average Width -Higher) |
- |
12500 |
|
- |
Clause 3.20(Spacer nibs) |
- |
12500 |
|
- |
10(Marking) |
- |
12500 |
|
- |
cl.5(Cement) |
- |
0 |
|
- |
5.2(Mineral Admixture) |
- |
0 |
|
- |
5.3(Chemical Admixtures) |
- |
0 |
|
- |
5.4(Coarse and Fine
Aggregates) |
- |
0 |
|
- |
5.5(Pigments) |
- |
0 |
|
- |
5.6(Water) |
- |
0 |
|
- |
|
- |
- Included.w.e.f.13.02.2025 |
3060 |
INDIAN TESTING LABORATORY PRIVATE LIMITED, GREATER NOIDA
| 8171306
| IS 17048 (2018) |
Halogen free flame retardant (HFFR) cables for working voltages up to and including 1 100 Volts - Specification |
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165000 View breakup
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Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
4.1.1 a) (Conductor : Material ) |
- |
500 |
|
- |
4.1.1 b) (Material : Seperator tape ) |
- |
500 |
|
- |
4.1.1 d) , 11.1, 12.1, 13.1,14.1(Class of conductor ) |
- |
500 |
|
- |
4.1.1 e) (Shape of conductor ) |
- |
500 |
|
- |
4.1.1 f) (Nominal size of conductor ) |
- |
500 |
|
- |
4.2.1, 11.2, 12.2, 13.2, 14.2(Insulation : Material ) |
- |
500 |
|
- |
4.2.2, 11.2, 12.2, 13.2, 14.2(Insulation : Application ) |
- |
500 |
|
- |
4.2.3,11.2, 12.2, 13.2(Thickness of insulation - Avearge : IS 10810 ( Part 6 )) |
- |
1000 |
|
- |
4.2.3, 11.2, 12.2, 13.2, 14.2(Thickness of insulation - miniumum : IS 10810 ( Part 6 )) |
- |
1000 |
|
- |
4.2.4(Insulation : Tensile stregth ( Before ageing)-IS 10810 (Part 7) ) |
- |
2000 |
|
- |
4.2.4(Insulation : Elongation ( Before ageing) -IS 10810 (Part 7)) |
- |
2000 |
|
- |
4.2.4(Insulation : Tensile stregth ( After ageing) - IS 10810 (Part 7) ) |
- |
2000 |
|
- |
4.2.5(Insulation : Tensile stregth variation ( After ageing) - IS 10810 (Part 7) ) |
- |
2000 |
|
- |
4.2.4(Insulation : Elongation (after ageing) - IS 10810 (Part 7) ) |
- |
2000 |
|
- |
4.2.5(Insulation : Elongation variation (after ageing) - IS 10810 (Part 7) ) |
- |
2000 |
|
- |
4.3(Fillers) |
- |
1000 |
|
- |
4.4(Binder Tape) |
- |
1000 |
|
- |
4.5.1,13.4, 14.4(Sheath : Compound ) |
- |
1000 |
|
- |
4.5.2, 13.4, 14.4(Sheath : Application) |
- |
1000 |
|
- |
4.5.3,13.4, 14.4(Thickness of sheath - Average : IS 10810 (Part 6)) |
- |
1000 |
|
- |
4.5.3,13.4, 14.4(Thickness of sheath - Minimum : IS 10810 (Part 6)) |
- |
1000 |
|
- |
4.5.4, 13.4(Sheath : Tensile stregth ( Before ageing)-IS 10810 (Part 7) ) |
- |
1000 |
|
- |
4.5.4,13.4(Sheath : Elongation ( Before ageing) -IS 10810 (Part 7)) |
- |
1000 |
|
- |
4.5.4, 13.4, 14.4(Sheath : Tensile stregth ( After ageing) - IS 10810 (Part 7) ) |
- |
1000 |
|
- |
4.5.5, 13.4, 14.4(Sheath : Tensile stregth variation ( After ageing) - IS 10810 (Part 7) ) |
- |
1000 |
|
- |
4.5.4, 13.4, 14.4(Sheath : Elongation (after ageing) - IS 10810 (Part 7) ) |
- |
1000 |
|
- |
4.5.5, 13.4,14.4(Sheath : Elongation variation (after ageing) - IS 10810 (Part 7) ) |
- |
1000 |
|
- |
4.5.5, 11.3, 12.3, 13.6, 14.6(Overall Dimensions) |
- |
1000 |
|
- |
4.5.5.1, 11.3, 12.3,13.5, 14.5(Ovality) |
- |
1000 |
|
- |
4.5.6, 13.4(Colour of Sheath) |
- |
1000 |
|
- |
5.1(High Voltage Test (at Room Temperature)) |
- |
1000 |
|
- |
5.2(Spark Test (Routine Test)) |
- |
1000 |
|
- |
5.3(Flammability Test- IS 10810 (Part 53).) |
- |
3000 |
|
- |
5.4(Oxygen Index Test- IS 10810 (Part 58)) |
- |
3000 |
|
- |
5.5(Temperature Index-IS 10810 (Part 64).) |
- |
3000 |
|
- |
5.6(Smoke Density-IS 10810 (Part 63).) |
- |
5000 |
|
- |
5.7(Assessment of Halogen- Table 1 of Annex D) |
- |
5000 |
|
- |
5.1(Persulphate Test- IS 10810 (Part 4).) |
- |
4000 |
|
- |
5.11(Flame Retardant Test- IS 10810 (Part 61),) |
- |
4000 |
|
- |
5.12(Hot Set Test- IS 10810 (Part 30).) |
- |
4000 |
|
- |
5.12(Permanent Set - IS 10810 (Part 30).) |
- |
4000 |
|
- |
5.13(Water Immersion Test (Effect of Water on Sheath) : Tensile strength -IS 10810 (Part 7).) |
- |
4000 |
|
- |
5.13(Water Immersion Test (Effect of Water on Sheath) : Elogation -IS 10810 (Part 7).) |
- |
4000 |
|
- |
5.14(Ozone Resistance Test -IS 10810 (Part 13 )) |
- |
4000 |
|
- |
5.15(Cold Bend Test-IS 10810 (Part 20).) |
- |
4000 |
|
- |
5.16(Cold Impact Test- IS 10810 (Part 21).) |
- |
4000 |
|
- |
6.1, Table 1(CORE IDENTIFICATION) |
- |
4000 |
|
- |
6.2(Core Identification by Numbers) |
- |
500 |
|
- |
6.2.1(Preferred Arrangement of Marking) |
- |
5000 |
|
- |
6.2.2(Durability) |
- |
500 |
|
- |
7.0(CABLE CODE) |
- |
500 |
|
- |
9.0( IDENTIFICATION) |
- |
500 |
|
- |
10.1(Packing ) |
- |
500 |
|
- |
10.2(marking) |
- |
500 |
|
- |
10.2.1(Standards marking) |
- |
500 |
|
- |
13.3, 14.3(assembly of cores ) |
- |
500 |
|
- |
6.1(General Requirements) |
- |
500 |
|
- |
6.1.1(Colour Combination Green Yellow) |
- |
500 |
|
- |
12.1(Conductor) |
- |
500 |
|
- |
12.2, Table 4(insulation) |
- |
500 |
|
- |
Table 4(Copper Purity test) |
- |
5000 |
|
- |
4.3.1 (e)(Fluorine content test (Fillers)) |
- |
5000 |
|
- |
4.3.1 (d)(Presence of fluorine test (Fillers)) |
- |
5000 |
|
- |
4.3.1 (c)(Conductivity test (Fillers)) |
- |
5000 |
|
- |
4.3.1 (b)(pH test (Fillers)) |
- |
5000 |
|
- |
4.3.1 (a)(HCl test (Fillers)) |
- |
5000 |
|
- |
5.7 (a)(HCl test (Assessment of halogen test)) |
- |
5000 |
|
- |
5.7 (b)(pH test (Assessment of halogen test)) |
- |
5000 |
|
- |
5.7 (c)(Conductivity test (Assessment of halogen test)) |
- |
5000 |
|
- |
5.7 (d)(Presence of fluorine test (Assessment of halogen test)) |
- |
5000 |
|
- |
5.7 (e)(Fluorine content test (Assessment of halogen test)) |
- |
5000 |
|
- |
Table 2 ,( Clause 11.4, 12.4, 13.7 14.7 and 15.7 )(Insulation Resistance) |
- |
500 |
|
- |
"Table 2 ( Clause 11.4, 12.4, 13.7 14.7 and 15.7 )"(Conductor Resistance) |
- |
500 |
|
- |
Table 2 , Clause .5.13(Water immersion test (Effect of water on sheath) - TS Variation of Sheath) |
- |
500 |
|
- |
Table 2 , Clause 5.13(Water immersion test (Effect of water on sheath) - Elongation Variation of Sheath) |
- |
5000 |
|
- |
"Table 2 ( Clause 11.4, 12.4, 13.7 14.7 and 15.7 )"(Hot Deformation) |
- |
500 |
|
- |
Table 2, III.a.ii(Annealing test (for Cu,
before stranding)) |
- |
1000 |
|
- |
Table 2, II.a, b(Wrapping test before
stranding (for Al)) |
- |
800 |
|
- |
Cl.4.2.1 & Annex A(Insulation Resistance Constant at Rated Temperature (70°C)) |
- |
800 |
|
- |
Table 2, III a (i)(Conductor Resistance) |
- |
800 |
|
- |
Annex A(Hot Deformation) |
- |
600 |
|
- |
6.1, Table 1(CORE IDENTIFICATION) |
- |
0 |
|
- |
6.1(General Requirements) |
- |
0 |
|
- |
6.1.1(Colour Combination Green Yellow) |
- |
0 |
|
- |
12.1(Conductor) |
- |
0 |
|
- |
12.2, Table 4(insulation) |
- |
0 |
|
- |
Table 4(Copper Purity test) |
- |
0 |
|
- |
4.3.1 (e)(Fluorine content test (Fillers)) |
- |
0 |
|
- |
4.3.1 (d)(Presence of fluorine test (Fillers)) |
- |
0 |
|
- |
4.3.1 (c)(Conductivity test (Fillers)) |
- |
0 |
|
- |
4.3.1 (b)(pH test (Fillers)) |
- |
0 |
|
- |
4.3.1 (a)(HCl test (Fillers)) |
- |
0 |
|
- |
5.7 (a)(HCl test (Assessment of halogen test)) |
- |
0 |
|
- |
5.7 (b)(pH test (Assessment of halogen test)) |
- |
0 |
|
- |
5.7 (c)(Conductivity test (Assessment of halogen test)) |
- |
0 |
|
- |
5.7 (d)(Presence of fluorine test (Assessment of halogen test)) |
- |
0 |
|
- |
5.7 (e)(Fluorine content test (Assessment of halogen test)) |
- |
0 |
|
- |
Table 2 ,( Clause 11.4, 12.4, 13.7 14.7 and 15.7 )(Insulation Resistance) |
- |
0 |
|
- |
"Table 2 ( Clause 11.4, 12.4, 13.7 14.7 and 15.7 )"(Conductor Resistance) |
- |
0 |
|
- |
Table 2 , Clause .5.13(Water immersion test (Effect of water on sheath) - TS Variation of Sheath) |
- |
0 |
|
- |
Table 2 , Clause 5.13(Water immersion test (Effect of water on sheath) - Elongation Variation of Sheath) |
- |
0 |
|
- |
"Table 2 ( Clause 11.4, 12.4, 13.7 14.7 and 15.7 )"(Hot Deformation) |
- |
0 |
|
- |
Table 2, III.a.ii(Annealing test (for Cu,
before stranding)) |
- |
0 |
|
- |
Table 2, II.a, b(Wrapping test before
stranding (for Al)) |
- |
0 |
|
- |
Cl.4.2.1 & Annex A(Insulation Resistance Constant at Rated Temperature (70°C)) |
- |
0 |
|
- |
Table 2, III a (i)(Conductor Resistance) |
- |
0 |
|
- |
Annex A(Hot Deformation) |
- |
0 |
|
- |
6.1, Table 1(CORE IDENTIFICATION) |
- |
- |
|
- |
6.1(General Requirements) |
- |
- |
|
- |
6.1.1(Colour Combination Green Yellow) |
- |
- |
|
- |
12.1(Conductor) |
- |
- |
|
- |
12.2, Table 4(insulation) |
- |
- |
|
- |
Table 4(Copper Purity test) |
- |
- |
|
- |
4.3.1 (e)(Fluorine content test (Fillers)) |
- |
- |
|
- |
4.3.1 (d)(Presence of fluorine test (Fillers)) |
- |
- |
|
- |
4.3.1 (c)(Conductivity test (Fillers)) |
- |
- |
|
- |
4.3.1 (b)(pH test (Fillers)) |
- |
- |
|
- |
4.3.1 (a)(HCl test (Fillers)) |
- |
- |
|
- |
5.7 (a)(HCl test (Assessment of halogen test)) |
- |
- |
|
- |
5.7 (b)(pH test (Assessment of halogen test)) |
- |
- |
|
- |
5.7 (c)(Conductivity test (Assessment of halogen test)) |
- |
- |
|
- |
5.7 (d)(Presence of fluorine test (Assessment of halogen test)) |
- |
- |
|
- |
5.7 (e)(Fluorine content test (Assessment of halogen test)) |
- |
- |
|
- |
Table 2 ,( Clause 11.4, 12.4, 13.7 14.7 and 15.7 )(Insulation Resistance) |
- |
- |
|
- |
"Table 2 ( Clause 11.4, 12.4, 13.7 14.7 and 15.7 )"(Conductor Resistance) |
- |
- |
|
- |
Table 2 , Clause .5.13(Water immersion test (Effect of water on sheath) - TS Variation of Sheath) |
- |
- |
|
- |
Table 2 , Clause 5.13(Water immersion test (Effect of water on sheath) - Elongation Variation of Sheath) |
- |
- |
|
- |
"Table 2 ( Clause 11.4, 12.4, 13.7 14.7 and 15.7 )"(Hot Deformation) |
- |
- |
|
- |
Table 2, III.a.ii(Annealing test (for Cu,
before stranding)) |
- |
- |
|
- |
Table 2, II.a, b(Wrapping test before
stranding (for Al)) |
- |
- |
|
- |
Cl.4.2.1 & Annex A(Insulation Resistance Constant at Rated Temperature (70°C)) |
- |
- |
|
- |
Table 2, III a (i)(Conductor Resistance) |
- |
- |
|
- |
Annex A(Hot Deformation) |
- |
- |
|
- |
|
15 Aug, 2028 |
- Included w.e.f 12.03.2025 |