31 |
IS 13592 (2013) |
Unplasticized Polyvinyl Chloride (PVC-U) Pipes for Soil and Waste Discharge System Inside and Outside Buiildings Including Ventilation and Rainwater System |
Type A and B/75 mm to 350 mm |
-
|
12000 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 |
|
- |
Cl.7.1(Mean outside diameter, outside diameter at any point
for Type A and Type B pipes
manufactured plain or with socket shall be as given in
Table 1. Dimensions shall be measured according to
the method given in IS 12235 (Part 1).) |
- |
500 |
|
- |
Cl.7.1( 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).) |
- |
500 |
|
- |
Cl. 9, IS 12235 Part 7(Resistance to Sulphuric Acid) |
- |
1000 |
|
- |
Cl. 12, IS 12235 Part 11(Resistance to Di-Chloro-Methane ) |
- |
1000 |
|
- |
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.) |
- |
1000 |
|
- |
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 |
|
- |
Cl.10.3(The axial shrinkage shall not exceed 2 percent when
determined in accordance with Annex B.) |
- |
1000 |
|
- |
Cl.11.(Jointing of solvent
cementing joints is to be carried out using solvent
conforming to IS 14182.
Apply a pressure of 0.05 MPa for a period of 15 min
and there should be no leakage at any joint.) |
- |
1000 |
|
- |
Cl.8.2(When tested by the method described in IS 12235
(Part 5), a length of pipe sample of 200 ± 20 mm shall
not alter in length by more than 5 percent. In the case
of socket ended pipes, this test shall be carried out on
the plain portion of pipe taken at least 100 mm away
from the root of the socket.) |
- |
1000 |
|
- |
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) |
- |
2000 |
|
- |
8.6(Effect on Water Test) |
- |
5000 |
|
- |
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 |
|
- |
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.) |
- |
2000 |
|
- |
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.) |
- |
1000 |
|
- |
Cl.7.3.1(Minimum wall thickness of socket on pipes shall
be as given in Table 2 read with Fig. 2 and Fig. 3.) |
- |
500 |
|
- |
Cl.7.3.2(Dimensions of sockets for solvent cementing and
grooved sockets of pipes shall be as given in Tables 3
and 4 respectively, read with Fig. 2 and 3.) |
- |
500 |
|
- |
|
Complete
|
|
- |
Exclusion: K-Value |
32 |
IS 1161 (2014) |
Steel tubes for structural purposes - Specification (Fifth Revision) |
- |
-
|
9000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl 6(Outer Diameter, Thickness & Mass) |
- |
500 |
|
- |
Cl 11(Tensile Test, Flattening Test & Cold Bend Test) |
- |
500 |
|
- |
Clause - 5.1, Table-3( CARBON) |
- |
500 |
|
- |
Clause - 5.1, Table-3(SULPHUR) |
- |
500 |
|
- |
Clause - 5.1, Table-3(PHOSPHURS) |
- |
500 |
|
- |
|
Complete
|
|
- |
For above 50 mm nominal size only |
33 |
IS 1489 : Part 2 (2015) |
Portland - Pozzolana cement - Specification: Part 2 calcined clay based |
Calcined clay based |
-
|
11000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
7 -Table 2- i(Fineness 4031 Part 2) |
- |
1000 |
|
- |
7 -Table 2- ii- a(Expansion by Le Chatelier- 4031 Part 3) |
- |
500 |
|
- |
7 -Table 2- ii- a(Expansion after aeration - 4031 Part 3) |
- |
0 |
|
- |
7 -Table 2- ii- b(Expansion by Autoclave- 4031 Part 3) |
- |
500 |
|
- |
7 -Table 2- ii- b(Expansion after aeration- 4031 Part 3) |
- |
0 |
|
- |
7 -Table 2- iii- a(Setting Time Initial- 4031 Part 5) |
- |
500 |
|
- |
7 -Table 2-iii- b(Setting Time Final- 4031 Part 5) |
- |
500 |
|
- |
7 -Table 2- iv- a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6) |
- |
1000 |
|
- |
7 -Table 2- iv- b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6) |
- |
1000 |
|
- |
7 -Table 2- iv- c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6) |
- |
1000 |
|
- |
7 -Table 2- vi(Drying Shrinkage- IS 4031 Part 10) |
- |
1000 |
|
- |
6 - Table - 1 i(Insoluble residue - Cl 7.4 of IS 4032:1985) |
- |
500 |
|
- |
6 - Table - 1 ii(Magnesia - Cl 7.2 of IS 4032:1985) |
- |
1000 |
|
- |
6 - Table - 1 iii(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 7.3 of IS 4032:1985) |
- |
500 |
|
- |
6 - Table - 1 iv(Loss on ignition - Cl 7.1 of IS 4032:1985) |
- |
1000 |
|
- |
6 - Table - 1 v(Chloride content - Cl 4.13 of IS 4032:1985) |
- |
1000 |
|
- |
6 - Table - 1 vi( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985) |
- |
2000 |
|
- |
|
Complete
|
|
- |
- |
34 |
IS 8042 (2015) |
White portland cement - Specification (Third Revision) |
- |
-
|
12000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
6 -Table 2- i(Fineness 4031 Part 2) |
- |
1000 |
|
-- |
6 -Table 2- ii- a(Expansion by Le Chatelier- 4031 Part 3) |
- |
1000 |
|
-- |
6 -Table 2- ii- a(Expansion after aeration - 4031 Part 3) |
- |
1000 |
|
-- |
6 -Table 2- ii- b(Expansion by Autoclave- 4031 Part 3) |
- |
1000 |
|
-- |
6-Table 2- ii- b(Expansion after aeration- 4031 Part 3) |
- |
1000 |
|
-- |
6 -Table 2- iii- a(Setting Time Initial- 4031 Part 5) |
- |
500 |
|
-- |
6 -Table 2-iii- b(Setting Time Final- 4031 Part 5) |
- |
500 |
|
-- |
6 -Table 2- iv- a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6) |
- |
1000 |
|
-- |
6 -Table 2- iv- b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6) |
- |
1000 |
|
-- |
6 -Table 2- iv- c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6) |
- |
1000 |
|
-- |
6 -Table 2- vi(Degree of whiteness-Annex B) |
- |
3000 |
|
-- |
5 - Table - 1 i(Ratio of percentage of lime to percentages of silica, alumina and iron oxide - Cl 4 of IS 4032:1985) |
- |
500 |
|
- |
5 - Table - 1 ii(Iron oxide - Cl 4.5 of IS 4032:1985) |
- |
500 |
|
- |
5 - Table - 1 iii(Insoluble residue - Cl 4.10 of IS 4032:1985) |
- |
500 |
|
- |
5 - Table - 1 iv(Magnesia - Cl 4.8 of IS 4032:1985) |
- |
1000 |
|
- |
5 - Table - 1 v(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 4.9 of IS 4032:1985) |
- |
500 |
|
- |
5 - Table - 1 vi(Loss on ignition - Cl 4.2 of IS 4032:1985) |
- |
500 |
|
- |
5 - Table - 1 vii(Chloride content - Cl 4.13 of IS 4032:1985) |
- |
500 |
|
- |
|
Complete
|
|
- |
- |
35 |
IS 383 (2016) |
Coarse and Fine Aggregate for Concrete - Specification (Third Revision) |
Coarse/Fine |
-
|
17250 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Clause 5.1(General) |
- |
15000 |
|
- |
5.5 Na2so4/5.5.1 Maso4/5.5.1 (Soundness) |
- |
2000 |
|
- |
5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (coarse aggregate)) |
- |
0 |
|
- |
5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (fine aggregate)) |
- |
1000 |
|
- |
5.2- TABLE-2- (ii) IS-2386 (P-2)(Clay lumps (coarse aggregate )) |
- |
500 |
|
- |
5.2- TABLE-2- (iv) IS-2386 (P-2)(Soft fragments (coarse aggregate)) |
- |
500 |
|
- |
5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (coarse aggregate )) |
- |
500 |
|
- |
5.5-IS: 2386 (P-5)(Soundness (fine aggregate)) |
- |
2000 |
|
- |
5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (fine aggregate)) |
- |
0 |
|
- |
5.2- TABLE-2- (ii) IS-2386 (P-2)(Clay lumps (fine aggregate )) |
- |
500 |
|
- |
5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (fine aggregate )) |
- |
500 |
|
- |
5.2- TABLE-2- (Note-4) IS-2386 (P-2)(Organic impurities (fine aggregate)) |
- |
500 |
|
- |
5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (coarse aggregate)) |
- |
500 |
|
- |
5.2- TABLE-2- (Note-3) IS-2386 (P-2)(Mica content (fine aggregate)) |
- |
500 |
|
- |
|
Complete
|
|
- |
Included w.e.f. 16.10.2017 |
36 |
IS 9873 : Part 9 (2017) |
Safety of Toys Part 9 Certain Phthalates Esters in Toys and Children's Products |
- |
-
|
12000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
3.0(Vinyl in toys or childcare articles - a) Bis-(2-ethlyhexyl) Phthalates (DEHP), b) Di-Butyl phthalate (DBP), c) Benzyl butyl Phthalate (BBP) - IS 9873 Part 6) |
- |
6000 |
|
- |
3.0(Vinyl in any part of the toy or childcare article that can be placed in mouth of a child under 4 years of age - a) Di-iso-Nonyl Phthalate (DINP), b) Di-iso-Decyl Phthalate (DIDP), c) Di-n-Octyl Phthalate (DNOP) - IS 9873 Part 6) |
- |
6000 |
|
- |
|
Complete
|
|
- |
- |
37 |
IS 432 : Part 2 (1982) |
Mild Steel and Medium Tensile Steel Bars and Hard-Drawn Steel Wire for Concrete Reinforcement: Part 2 Hard-Drawn Steel Wire |
- |
-
|
8000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Clause 3.1.1(Sulphur) |
- |
500 |
|
- |
Clause 7.1(Proof Stress (0.2 percent )) |
- |
500 |
|
- |
7.0 & 7.1(Elongation on SoA 5.65mm GL - IS: 1608 (P1)) |
- |
500 |
|
- |
Clause 7.1(Ultimate Tensile Stress) |
- |
500 |
|
- |
Cl 8.3(Bending To Both Side At 90°, Then Straight) |
- |
500 |
|
- |
Clause 8.3(Reverse Bend test) |
- |
500 |
|
- |
Clause 3.1.1(Phosphorus) |
- |
500 |
|
- |
|
Complete
|
|
- |
- |
38 |
IS 432 : Part 1 (1982) |
Mild Steel and Medium Tensile Steel Bars and Hard-Drawn Steel Wire for Concrete Reinforcement: Part 1 Mild Steel and Medium Tensile Steel Bars |
- |
-
|
8000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl 8.2(Bend test) |
- |
500 |
|
- |
Cl 8.1(ultimate tensile stress, yield stress and percentage elongation) |
- |
500 |
|
- |
Clause -4, 4.1( CARBON) |
- |
500 |
|
- |
Clause -4, 4.1(SULPHUR) |
- |
500 |
|
- |
Clause -4, 4.1(PHOSPHURS) |
- |
500 |
|
- |
Clause -4, 4.1(MANGANESE) |
- |
500 |
|
- |
|
Complete
|
|
- |
- |
39 |
IS 12786 (1989) |
Irrigation equipment - Polyethylene pipes for irrigation laterals - Specification |
Outside Diameter 12, 16, 20, 25, 32mm |
-
|
10000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
4.1.c & 4.2.a (Carbon Black content - IS 2530 : 1963) |
- |
1500 |
|
- |
4.2.b (The dispersion of Carbon Black content shall be satisfactory - IS 2530 : 1963) |
- |
1000 |
|
- |
7.3(Tensile Test) |
- |
1000 |
|
- |
7.3(Elongation at Break) |
- |
1000 |
|
- |
7.4(SusceptibiIity to Environmental Stress
Cracking) |
- |
2000 |
|
- |
5 and Table 1(DIMENSIONS OF PIPES - outside diameters) |
- |
500 |
|
- |
5 and Table 1(DIMENSIONS OF PIPES - wall thickness shall) |
- |
500 |
|
- |
7.2(Reversion Test) |
- |
1000 |
|
- |
7.1(Hydraulic Characteristics) |
- |
5000 |
|
- |
6.1(Visual Appearance) |
- |
1000 |
|
- |
7.1
Table-2
(b)Acceptance Test for 01 hour at 20°C & 6.9MPa induced stress) |
- |
5000 |
|
- |
7.1
Table-2
(Hydraulic Characteristics
a)Quality Test for 100 hours at 70°C & 2.5.MPa induced stress.
) |
- |
5000 |
|
- |
4.1.c.ii (Toluene extract - Annex A) |
- |
1000 |
|
- |
4.1.c.iii (Volatile matter - Annex B ) |
- |
1000 |
|
- |
|
Complete
|
|
- |
- |
40 |
IS 8041 (1990) |
Rapid hardening portland cement - Specific4tion (Second Revision) |
- |
-
|
10000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
6.1(Fineness 4031 Part 2) |
- |
1000 |
|
-- |
6.2.1(Expansion by Le Chatelier- 4031 Part 3) |
- |
1000 |
|
-- |
6.2.1.1(Expansion after aeration - 4031 Part 3) |
- |
1000 |
|
-- |
6.2.1(Expansion by Autoclave- 4031 Part 3) |
- |
1000 |
|
-- |
6.2.1.1(Expansion after aeration- 4031 Part 3) |
- |
1000 |
|
-- |
6.3 a)(Setting Time Initial- 4031 Part 5) |
- |
500 |
|
-- |
6.3 b)(Setting Time Final- 4031 Part 5) |
- |
500 |
|
-- |
6.4 a)(Compressive Strength At 24 hrs ± 30 minutes - IS 4031 Part 6) |
- |
1000 |
|
-- |
6.4 b)(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6) |
- |
1000 |
|
-- |
5.1 - Table - 1 iii(Insoluble residue - Cl 4.10 of IS 4032:1985) |
- |
500 |
|
- |
5.1 - Table - 1 i(Ratio of percentage of lime to percentages of silica, alumina and iron oxide - Cl 4 of IS 4032:1985) |
- |
1000 |
|
- |
5.1 - Table - 1 ii(Ratio of percentage of alumina to that of iron oxide - Cl 4 of IS 4032:1985) |
- |
500 |
|
- |
5.1 - Table - 1 iv(Magnesia - Cl 4.8 of IS 4032:1985) |
- |
1000 |
|
- |
5.1 - Table - 1 v(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 4.9 of IS 4032:1985) |
- |
500 |
|
- |
5.1 - Table - 1 vi(Total loss on ignition - Cl 4.2 of IS 4032:1985) |
- |
500 |
|
- |
|
Complete
|
|
- |
- |
41 |
IS 398 : Part 4 (1994) |
Aluminium conductors for overhead transmission purposes: Part 4 aluminium alloy stranded conductors (Aluminium - Magnesium - Silicon Type) - Specification (Third Revision) |
- |
-
|
9000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
6.1(Freedom from Defects) |
- |
500 |
|
- |
7.1 Table-1(Dimensional measurement of wires) |
- |
500 |
|
- |
7.2.2 Table-2, Table-4(Calculated resistance of Stranded Conductor) |
- |
500 |
|
- |
8.1(Joints in wires-Conductors Containing Seven Wires) |
- |
500 |
|
- |
8.2(Joints in wires-Conductors Containing More Than Seven Wires) |
- |
500 |
|
- |
9.1(Stranding) |
- |
500 |
|
- |
9.2 Table 3(Lay Ratio of stranded conductors) |
- |
500 |
|
- |
9.3(Direction of Lay) |
- |
500 |
|
- |
9.4(Multiple layers of wires) |
- |
500 |
|
- |
11(Packing and Marking) |
- |
100 |
|
- |
12.2 Table 1(Breaking Load Test- Before Stranding) |
- |
4000 |
|
- |
12.2 Table 1(Breaking Load Test- After Stranding) |
- |
4000 |
|
- |
12.3 Table 1(Elongation Test- Before Stranding) |
- |
4000 |
|
- |
12.3 Table 1(Elongation Test- After Stranding) |
- |
4000 |
|
- |
12.4 Table 1(Resistance of Aluminium wire) |
- |
4000 |
|
- |
9.2(Lay Ratio 24 wire layer) |
- |
500 |
|
- |
9.2(Lay Ratio 18 wire layer) |
- |
500 |
|
- |
9.2(Lay Ratio 12 wire layer) |
- |
500 |
|
- |
9.2(Lay Ratio 3/6 wire layer) |
- |
500 |
|
- |
|
Complete
|
|
- |
- |
42 |
IS 398 : Part 2 (1996) |
Aluminium conductors for overhead transmission purposes - Specification: Part 2 aluminium conuuctors, galvanized steel - Reinforced (Third Revision) |
10 to 560 sq, mm |
-
|
15000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
8.1.1 & 13.2 Table-1 (mech)(Diameter of Aluminium Wires Before Stranding) |
- |
500 |
|
- |
8.1.1 & 13.2 Table 2 (mech)(Diameter of Steel Wires Before Stranding) |
- |
500 |
|
- |
8.1.1 & 13.2 Table-1 (mech)(Diameter of Aluminium Wires After Stranding) |
- |
500 |
|
- |
8.1.1 & 13.2 Table 2 (mech)(Diameter of Steel Wires After Stranding) |
- |
500 |
|
- |
10 (elec)(Stranding) |
- |
500 |
|
- |
10 (elec)(Stranding) |
- |
500 |
|
- |
13.3 Table 1 (mech)(Breaking Load of Aluminium Wires Before Stranding) |
- |
4000 |
|
- |
13.3 Table 2 (mech)(Breaking Load of Steel Wires Before Stranding) |
- |
4000 |
|
- |
13.3 Table 1 (mech)(Breaking Load of Aluminium Wires After Stranding) |
- |
4000 |
|
- |
13.3 Table 2 (mech)(Breaking Load of Steel Wires After Stranding) |
- |
4000 |
|
- |
13.4.1 (mech)(Ductility by Torsion Test before stranding) |
- |
2000 |
|
- |
13.4.1 (mech)(Ductility by Torsion Test after stranding) |
- |
2000 |
|
- |
13.4.2 (elec)(Ductility by Elongation Test before stranding) |
- |
2000 |
|
- |
13.4.2 (elec)(Ductility by Elongation Test after stranding) |
- |
2000 |
|
- |
13.5.1 (mech)(Wrapping Test Aluminium Wires Before Stranding) |
- |
2000 |
|
- |
13.5.1 (mech)(Wrapping Test Aluminium Wires After Stranding) |
- |
2000 |
|
- |
13.5.2 (mech)(Wrapping Test Galvanized Steel Wires Before Stranding) |
- |
2000 |
|
- |
13.5.2 (mech)(Wrapping Test Galvanized Steel Wires After Stranding) |
- |
2000 |
|
- |
13.6 (elec)(Resistance test-Aluminium wire before Stranding) |
- |
4000 |
|
- |
13.6 (elec)(Resistance test-Aluminium wire after stranding) |
- |
4000 |
|
- |
13.7.2 (chem)(Mass of Zinc coating) |
- |
2000 |
|
- |
13.7.2 (chem)(Uniformity of Zinc coating) |
- |
1000 |
|
- |
13.8 Table-4 (mech)(Lay Ratio- Aluminium Wire Outermost Layer) |
- |
500 |
|
- |
13.8 Table-4 (mech)(Lay Ratio- Aluminium Wire Layer Immediately Beneath Outermost Layer) |
- |
500 |
|
- |
13.8 Table-4 (mech)(Lay Ratio- Aluminium Wire Innermost Layer of Conductors with 3 Aluminium Wire Layers) |
- |
500 |
|
- |
13.8 Table-4 (mech)(Lay Ratio- Steel Core (6 Wire Layer)) |
- |
500 |
|
- |
13.9 (elec)(Surface condition test) |
- |
5000 |
|
- |
13.10 (elec)(Ultimate breaking load) |
- |
5000 |
|
- |
13.11 (elec)(Stress-strain test) |
- |
10000 |
|
- |
|
Complete
|
|
- |
- |
43 |
IS 14255 (1995) |
Aertal bunched cables - For working voltages up to and including 1100 Volts - Specification |
up to and including 1100 volts |
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|
24000 View breakup
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Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
10.1 c) iii)(Hot set test: Permanent elongation (set) after cooling - IS 10810: Part 30) |
- |
500 |
|
- |
10.1 a) iii)(Resistance test - IS10810: Part 5) |
- |
2000 |
|
- |
10.1 c) ii)(Ageing in air oven : Elongation variation- IS 10810: Part 11) |
- |
2000 |
|
- |
10.1 c) i)(Physical tests for XLPE Insulation:
elongation at break - IS 10810: part 7) |
- |
500 |
|
- |
10.1 g)(High voltage test - IS10810:Part 45) |
- |
2000 |
|
- |
10.1 c) iii)(Hot set test: Elongation under load - IS 10810: Part 30) |
- |
500 |
|
- |
10.1 f)(Insulation resistance (Volume resistivity) test a) volume resistivity at 27°C - IS 10810: Part 43) |
- |
1000 |
|
- |
10.1 b) iii)(Test on messenger conductor: Resistance test - IS 10810: Part 5) |
- |
1000 |
|
- |
10.1 c) iv)(Shrinkage test : Shrinkage - 10810:Part 12) |
- |
500 |
|
- |
10.1 c) i)(Physical tests for XLPE Insulation:
Tensile strength - IS 10810: Part 7) |
- |
500 |
|
- |
7.2( Thickness of insulation) |
- |
500 |
|
- |
10.1 c) v)(Water ahsorption (Gravimetric) - IS 10810: Part 33 ) |
- |
1000 |
|
- |
10.1 a) ii)(Wrapping test - 10810: Part 3) |
- |
500 |
|
- |
10.1 b) i)(Test on messenger conductor: Breaking load - IS 10810: Part 2) |
- |
1000 |
|
- |
10.1 b) ii)(Test on messenger conductor: Elongation test - Cl 11.3) |
- |
1000 |
|
- |
10.1 a) i)(Tests on phase/street light conductor: tensile test - Test method IS10810:Part 2) |
- |
1000 |
|
- |
10.1 d) i)(Physical test for PE insulation:
Tensile strength - IS 10810: Part 7 ) |
- |
500 |
|
- |
10.1 d) i)(Physical test for PE insulation: elongation at break - IS 10810: Part 7) |
- |
500 |
|
- |
10.1 d) ii)(Melt flow index- IS 10810: Part 23) |
- |
2000 |
|
- |
10.1 d) iii)(Carbon Black Content) |
- |
1000 |
|
- |
10.1 d) iv)(Vicat softening point -IS 10810: Part 22) |
- |
1000 |
|
- |
10.1 d) v)(Environmental stress cracking -IS 10810:Part29) |
- |
1000 |
|
- |
4.1(Phase/Street Lighting conductor) |
- |
0 |
|
- |
4.2(Messenger (Neutral Conductor or Otherwise)) |
- |
0 |
|
- |
5.1(Insulation) |
- |
0 |
|
- |
6.1(Flexibility class) |
- |
0 |
|
- |
6.2(Compactness) |
- |
0 |
|
- |
6.3(Protective barrier) |
- |
0 |
|
- |
6.4(size of street lighting conductor) |
- |
0 |
|
- |
6.5(Size of messenger conductor ) |
- |
0 |
|
- |
6.6(Joints in messenger conductor ) |
- |
0 |
|
- |
7.1(Insulation) |
- |
0 |
|
- |
7.3(Tolerance on thickness of insulation ) |
- |
0 |
|
- |
7.4(Aplication of the insulation ) |
- |
0 |
|
- |
7.5(Colour of the insulation ) |
- |
0 |
|
- |
8.1(Core identification) |
- |
0 |
|
- |
8.2(Core identification) |
- |
0 |
|
- |
8.3(Identification by other means) |
- |
0 |
|
- |
9.1(Assembly (Laying up)) |
- |
0 |
|
- |
9.2(Assembly (Laying up)) |
- |
0 |
|
- |
9.3(Direction of lay) |
- |
0 |
|
- |
10.1 c) ii)(Ageing in air oven : Tensile strength variation - IS 10810:Part 11) |
- |
0 |
|
- |
11.4(Bending Test on the Completed Cable ( Optional) ) |
- |
0 |
|
- |
11.4(Bending Test on the Completed Cable ( Optional)) |
- |
0 |
|
- |
6.2(No of strands) |
- |
0 |
|
- |
6.2(Surface) |
- |
0 |
|
- |
6.6(Direction of outer layer) |
- |
0 |
|
- |
10.1 c) iv)(Shrinkage test : Crack Observed - 10810:Part 12) |
- |
0 |
|
- |
10.1 f)(Insulation resistance (Volume resistivity) test b) volume resistivity at 70°C - IS 10810: Part 43) |
- |
0 |
|
- |
|
Complete
|
|
- |
including w.e.f 09.10.2024 |