301 |
IS 2062 (2011) |
Hot rolled medium and high tensile structural steel - Specification (Seventh Revision) |
- |
-
|
- View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl 18 (Weight) |
- |
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Cl 15 (Length, Width & Thickness) |
- |
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Cl 11.3 (Press) |
- |
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Cl 10.3 (UTM) |
- |
|
|
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Cl 7 (Workmanship) |
- |
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Cl 7 (Workmanship) |
- |
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Cl 7 (Workmanship) |
- |
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|
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Clause - 5, 8.1 & 8.2 (E250, CARBON) |
- |
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Clause - 5, 8.1 & 8.2 (E250, SULPHUR) |
- |
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Clause - 5, 8.1 & 8.2 (E250, SILICON) |
- |
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Clause - 5, 8.1 & 8.2 (E250 ,MANGANESE) |
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Clause - 5, 8.1 & 8.2 (E250, PHOSPHURS) |
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Clause - 5, 8.1 & 8.2 (E250, NITROGEN) |
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Clause - 5, 8.1 & 8.2 (E250, CARBON +EQUIVELENT ) |
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Clause - 5, 8.1 & 8.2 (E275, CARBON +EQUIVELENT ) |
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Clause - 5, 8.1 & 8.2 (E300, CARBON +EQUIVELENT ) |
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Clause - 5, 8.1 & 8.2 (E350, CARBON +EQUIVELENT ) |
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Clause - 5, 8.1 & 8.2 (E410, CARBON +EQUIVELENT ) |
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Clause - 5, 8.1 & 8.2 (E450, CARBON +EQUIVELENT ) |
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Clause - 5, 8.1 & 8.2 (E550, CARBON +EQUIVELENT ) |
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Clause - 5, 8.1 & 8.2 (E600, CARBON +EQUIVELENT ) |
- |
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Clause - 5, 8.1 & 8.2 (E250, CARBON +EQUIVELENT ) |
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Clause - 5, 8.1 & 8.2 (E410, NITROGEN) |
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Clause - 5, 8.1 & 8.2 (E410, SILICON) |
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Clause - 5, 8.1 & 8.2 (E450 ,MANGANESE) |
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Clause - 5, 8.1 & 8.2 (E410, PHOSPHURS) |
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Clause - 5, 8.1 & 8.2 (E410, SULPHUR) |
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Clause - 5, 8.1 & 8.2 (E410, CARBON) |
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Clause - 5, 8.1 & 8.2 (E410, CARBON +EQUIVELENT ) |
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Cl. 15 (Cl. 15 Square Bar: Out of Square) |
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Cl. 15 (Cl. 15 Square Bar: Side Width: Minimum) |
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Cl. 15 (Cl. 15 Square Bar: Side Width: Maximum) |
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Cl. 15, 16 (Thickness ) |
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Cl. 15, 16 (Toe Radius R2) |
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15 (Radius R1) |
- |
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Cl. 15, 16 (Leg Length Difference (Angle)) |
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Cl. 15, 16 (Leg Length B (Angle)) |
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Cl. 15, 16 (Leg Length A (Angle)) |
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Cl. 15, 16 (Camber (Angle)) |
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Cl 13 (Y Groove Cracking Test) |
- |
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Clause 12 (Impact Test) |
- |
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Cl. 15, 16 (Flange Slope) |
- |
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Cl. 15, 16 (Web Thickness) |
- |
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Cl. 15, 16 (Flange Thickness) |
- |
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Cl. 15, 16 (Out of Square (Flat)) |
- |
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Cl. 15, 16 (Width ) |
- |
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Cl. 15, 16 (Thickness ) |
- |
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|
Partial
|
|
- |
- Except Microalloying Elements |
302 |
IS 2202 : Part 1 (1999) |
Wooden flush door shutters (Solid Core Type) - Specification: Part 1 plywood face panels (Sixth Revision) |
- |
-
|
- View breakup
Rs. 37654/- for type tests Rs. 8304/- for acceptance test Material testing charges to be levied as per relevant referred Iss.
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
11.1 (Height - IS 4020 (Pt-2)) |
- |
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|
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11.1 (Width- IS 4020 (Pt-2)) |
- |
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11.1 (Thickness - IS 4020 (Pt-2)) |
- |
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|
|
11.1 ( Squareness Test - IS 4020 (Pt-2)) |
- |
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|
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11.2 ( Twist, cupping & wrapping - IS 4020 (Pt-3)) |
- |
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11.3 (Depth of deviation - IS 4020(Pt-4)) |
- |
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11.4 (Impact Indentation Test - IS 4020(Pt-5)) |
- |
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11.4 (Depth of indentation - IS 4020(Pt-5)) |
- |
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11.5 (Deflection at maximum load - IS 4020(Pt-6)) |
- |
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|
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11.5 (Residual deflection - IS 4020(Pt-6)) |
- |
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11.6 (Deflection of the edge at maximum load - IS 4020(Pt-7)) |
- |
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|
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11.6 (Residual deflection after removal of load - IS 4020(Pt-7)) |
- |
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|
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11.6 (Lateral buckling during loading - IS 4020(Pt-7)) |
- |
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11.6 (Residual lateral buckling - IS 4020(Pt-7)) |
- |
|
|
|
11.8 (Buckling Test - IS 4020(Pt-9)) |
- |
|
|
|
11.8 (Initial deflection - IS 4020(Pt-9)) |
- |
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|
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11.8 (Residual deformation after 15 minutes of unloading - IS 4020(Pt-9)) |
- |
|
|
|
11.9 (Slamming Test - IS 4020(Pt-10)) |
- |
|
|
|
11.1 (Misuse Test - IS 4020(Pt-11)) |
- |
|
|
|
11.11 (Varying Humidity Test - IS 4020(Pt-12)) |
- |
|
|
|
11.11 (Maximum departure from the general planeness - IS 4020(Pt-12)) |
- |
|
|
|
11.11 (The recovery of the original size after subjecting the door to high and low humidity- IS 4020(Pt-12)) |
- |
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11.14 (Glue Adhesion Test - IS 4020(Pt-15)) |
- |
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|
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11.15 (Screw Withdrawal Strength - IS 4020 (Pt-16)) |
- |
|
|
|
6.2 (Plywood) |
- |
|
|
|
11.13 (Knife Test - IS 4020(Pt-14)) |
- |
|
|
|
9.2 (Workmanship & finish - IS 2202(Pt-1)) |
- |
|
|
|
9.3 (Workmanship & finish - IS 2202(Pt-1)) |
- |
|
|
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11.7 (Shock Resistance Test -IS 4020(Pt-8)) |
- |
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|
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11.12 (End Immersion Test - IS 4020(Pt-13)) |
- |
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|
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11.13 (Knife Test - IS 4020(Pt-14)) |
- |
|
|
|
9.2 (Workmanship & finish - IS 2202(Pt-1)) |
- |
|
|
|
9.3 (Workmanship & finish - IS 2202(Pt-1)) |
- |
|
|
|
11.7 (Shock Resistance Test -IS 4020(Pt-8)) |
- |
|
|
|
11.12 (End Immersion Test - IS 4020(Pt-13)) |
- |
|
|
|
11.1 (Variation in thickness - IS 4020 (Pt-2)) |
- |
|
|
|
|
Complete
|
|
- |
- Standard revised in 2023.Test facility is complete. |
303 |
IS 269 (2015) |
Ordinary portland cement - Specification (Sixth Revision) |
- |
-
|
- View breakup
Testing charges) for the product are: i) Including Transverse Strength (optional test) test 9,700.00 ii) Excluding Transverse Strength (optional test) test 8,500.00 -Testing charges for only chemical test report: 4,900.00 -Testing charges for only physical test report including optional tests: 4,800.00 -Testing charges for only physical test report excluding optional tests: 3,600.00
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
7 Table-3 i. (Fineness) |
- |
|
|
|
7 Table-3 i. (Fineness) |
- |
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|
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7 Table-3 ii a (Expansion by Le Chatelier) |
- |
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|
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7 Table-3 ii b (Expansion by Autoclave) |
- |
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|
|
7 Table-3 iii a (Setting Time Initial) |
- |
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|
|
7 Table-3 iii b (Setting Time Final) |
- |
|
|
|
7 Table-3 iv a (Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6) |
- |
|
|
|
7 Table-3 iv b (Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6) |
- |
|
|
|
7 Table-3 iv c (Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6) |
- |
|
|
|
6.1 Table-2 vi (Loss on ignition) |
- |
|
|
|
6.1 Table-2 viii (Alkali content) |
- |
|
|
|
6.1 Table-2 vii (Chloride content) |
- |
|
|
|
6.1 Table-2 v (Total Sulphur Content calculated as Sulphuric Anhydride) |
- |
|
|
|
6.1 Table-2 iv (Magnesia) |
- |
|
|
|
6.1 Table-2 iii. (Insoluble residue) |
- |
|
|
|
6.1 Table-2 ii. (Ratio of percentage of alumina to that of iron oxide) |
- |
|
|
|
6 - Table - 1 i (Ratio of percentage of lime to percentages of silica, alumina and iron oxide - Cl 4 of IS 4032:1985) |
- |
|
|
|
|
Partial
|
|
- |
- Test Facility is complete for Chemical.
Test Facility is complete except Transverse Strength Test |
304 |
IS 1786 (2008) |
High strength deformed steel bars and wires for concretere inforcement - Specification (Fourth Revision) |
- |
-
|
- View breakup
Rs 16740/- Excluding Pull Out Test and micro-alloying elements
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl 7.2 (Weight) |
- |
|
|
|
Cl 8.1 (UTM) |
- |
|
|
|
Cl 9.3 (Load In One Direction) |
- |
|
|
|
Cl 9.4 (Load In Other Direction From Bend) |
- |
|
|
|
Cl 5 (Deformations and Surface Characteristics) |
- |
|
|
|
4.1 (Carbon %) |
- |
|
|
|
4.1 (Sulphur %) |
- |
|
|
|
4.1 (Silicon %) |
- |
|
|
|
4.1 (Manganese %) |
- |
|
|
|
4.1 (Phosphorus %) |
- |
|
|
|
4.1 ( Nitrogen%) |
- |
|
|
|
4.1 (Sulphur and phosphorous) |
- |
|
|
|
4.1 (CE) |
- |
|
|
|
|
Partial
|
|
- |
- Except Pull out test, Microalloying Elements |
305 |
IS 710 (2010) |
Marine plywood - Specification (Second Revision) |
- |
-
|
Rs 11200/- View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
6.1 (DIMENSIONS) |
- |
|
|
|
6.1 (DIMENSIONS) |
- |
|
|
|
6.2 (DIMENSIONS) |
- |
|
|
|
6.3 (DIMENSIONS) |
- |
|
|
|
6.3 (DIMENSIONS) |
- |
|
|
|
9.1.1 (MOISTURE CONTENT) |
- |
|
|
|
9.1.2 , 9.1.2.2 (Glue Adhesion in Dry State) |
- |
|
|
|
9.1.3 , 9.1.3.1.2 (Water resistance test) |
- |
|
|
|
9.1.5 , 9.1.3.1.1 (Mycological test) |
- |
|
|
|
6.1 (DIMENSIONS) |
- |
|
|
|
9.1.2 , 9.1.2.2 (Glue Adhesion in Dry State) |
- |
|
|
|
9.1.3 , 9.1.3.1.2 (Water resistance test) |
- |
|
|
|
9.1.5 , 9.1.3.1.2 (Mycological test) |
- |
|
|
|
9.1.8 (Retention of preservative) |
- |
|
|
|
11.2 (MARKING) |
- |
|
|
|
11.1 (MARKING) |
- |
|
|
|
7.1 (WORKMANSHIP AND FINISH ) |
- |
|
|
|
7.2 (WORKMANSHIP AND FINISH ) |
- |
|
|
|
7.3 (WORKMANSHIP AND FINISH ) |
- |
|
|
|
7.5 (WORKMANSHIP AND FINISH ) |
- |
|
|
|
9.1.5 (Mycological test) |
- |
|
|
|
Cl. 9.1.7 (Table 4) (Cl. 9.1.7 (Table 4) (Modulus of Rupture: Across the Face Grain: Minimum Individual)) |
- |
|
|
|
Cl. 9.1.7 (Table 4) (Cl. 9.1.7 (Table 4) (Modulus of Rupture: Across the Face Grain: Average)) |
- |
|
|
|
Cl. 9.1.7 (Table 4) (Cl. 9.1.7 (Table 4) (Modulus of Rupture: Along the Face Grain: Minimum Individual)) |
- |
|
|
|
Cl. 9.1.7 (Table 4) (Cl. 9.1.7 (Table 4) (Modulus of Rupture: Along the Face Grain: Average)) |
- |
|
|
|
Cl. 9.1.7 (Table 4) (Cl. 9.1.7 (Table 4) (Modulus of Elasticity: Across the Face Grain: Minimum Individual)) |
- |
|
|
|
Cl. 9.1.7 (Table 4) (Cl. 9.1.7 (Table 4) (Modulus of Elasticity: Across the Face Grain: Average)) |
- |
|
|
|
Cl. 9.1.7 (Table 4) (Cl. 9.1.7 (Table 4) (Modulus of Elasticity: Along the Face Grain: Minimum Individual)) |
- |
|
|
|
Cl. 9.1.7 (Table 4) (Cl. 9.1.7 (Table 4) (Modulus of Elasticity: Along the Face Grain: Average)) |
- |
|
|
|
Cl. 9.1.6 (Table 3) (Cl. 9.1.6 (Table 3) (Modulus of Rupture: Across the Face Grain: Minimum Individual)) |
- |
|
|
|
Cl. 9.1.6 (Table 3) (Cl. 9.1.6 (Table 3) (Modulus of Rupture: Across the Face Grain: Average)) |
- |
|
|
|
Cl. 9.1.6 (Table 3) (Cl. 9.1.6 (Table 3) (Modulus of Rupture: Along the Face Grain: Minimum Individual)) |
- |
|
|
|
Cl. 9.1.6 (Table 3) (Cl. 9.1.6 (Table 3) (Modulus of Rupture: Along the Face Grain: Average)) |
- |
|
|
|
Cl. 9.1.6 (Table 3) (Cl. 9.1.6 (Table 3) (Modulus of Elasticity: Across the Face Grain: Minimum Individual)) |
- |
|
|
|
Cl. 9.1.6 (Table 3) (Cl. 9.1.6 (Table 3) (Modulus of Elasticity: Across the Face Grain: Average)) |
- |
|
|
|
Cl. 9.1.6 (Table 3) (Cl. 9.1.6 (Table 3) (Modulus of Elasticity: Along the Face Grain: Minimum Individual)) |
- |
|
|
|
Cl. 9.1.6 (Table 3) (Cl. 9.1.6 (Table 3) (Modulus of Elasticity: Along the Face Grain: Average)) |
- |
|
|
|
Cl. 9.1.4 (Cl. 9.1.4 (Tensile Strength: Sum of the Tensile Strength in two directions)) |
- |
|
|
|
Cl. 9.1.4 (Cl. 9.1.4 (Tensile Strength: Perpendicular to grain)) |
- |
|
|
|
Cl. 9.1.4 (Cl. 9.1.4 (Tensile Strength: Parallel to grain)) |
- |
|
|
|
Cl.9.1.5,9.1.3.1.1 (Cl.9.1.5 (Mycological Test),9.1.3.1.1 (Glue Shear Strength: Individual)) |
- |
|
|
|
Cl.9.1.5,9.1.3.1.1 (Cl.9.1.5 (Mycological Test),9.1.3.1.1 ( Glue Shear Strength: Average)) |
- |
|
|
|
Cl. 9.1.3, 9.1.3.1.1 (Cl. 9.1.3 (Water Resistance Test) , 9.1.3.1.1 (Glue Shear Strength: Individual)) |
- |
|
|
|
Cl. 9.1.3, 9.1.3.1.1 (Cl. 9.1.3 (Water Resistance Test ), 9.1.3.1.1 (Glue Shear Strength: Average)) |
- |
|
|
|
Cl. 9.1.2, 9.1.2.1 (Cl. 9.1.2 (Glue Adhesion in Dry State), 9.1.2.1 ( Glue Shear Strength: Individual)) |
- |
|
|
|
Cl. 9.1.2, 9.1.2.1 (Cl. 9.1.2 (Glue Adhesion in Dry State), 9.1.2.1 ( Glue Shear Strength: Average )) |
- |
|
|
|
|
Partial
|
|
- |
- Test Facility is complete for Chemical and mechanical |
306 |
IS 2830 (2012) |
Carbon steel cast billet ingots, billets, blooms and slabs for re-rolling into steel for general structural purposes - Specification (Third Revision) |
- |
-
|
Rs. 5250/- View breakup
Excluding Macro examination and Sulphur print test
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
6.1 (Carbon %) |
- |
|
|
|
6.1 (Sulphur %) |
- |
|
|
|
6.1 (Manganese %) |
- |
|
|
|
6.1 (Phosphorus %) |
- |
|
|
|
6.1 (Silicon %) |
- |
|
|
|
6.1 ( Nitrogen%) |
- |
|
|
|
|
Partial
|
|
- |
- Except Microalloying Elements |
307 |
IS 303 (1989) |
Plywood for General Purposes - |
- |
-
|
Rs 4000/- /BWR Grade, Rs.4900/- for MR Grade View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
11.4, Table 4 (Static Bending Strength - Modulus of Rupture - Across the Face Grain - Minimum Individual) |
- |
|
|
|
11.4, Table 4 (Static Bending Strength - Modulus of Rupture - Across the Face Grain - Average) |
- |
|
|
|
11.4, Table 4 (Static Bending Strength - Modulus of Rupture - Along the Face Grain - Minimum Individual) |
- |
|
|
|
11.4, Table 4 (Static Bending Strength - Modulus of Rupture - Along the Face Grain - Average) |
- |
|
|
|
11.4, Table 4 (Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Minimum Individual) |
- |
|
|
|
11.4, Table 4 (Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Average) |
- |
|
|
|
11.4, Table 4 (Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual) |
- |
|
|
|
11.4, Table 4 (Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average) |
- |
|
|
|
11.2.2 (Glue Adhesion - Mycological test - 11.2.2, Part 7 of IS 1734 [for MR Garde only]) |
- |
|
|
|
11.2.1 (Glue Adhesion - Water resistance test - 11.2.1.1 [for MR Grade]) |
- |
|
|
|
11.2.1 (Glue Adhesion - Water resistance test - 11.2.1.1 [for BWR Grade]) |
- |
|
|
|
11.3 (Moisture Content - Part 1 of IS 1734) |
- |
|
|
|
8 (Dimensions & Tolerances - Edge Straightness - Annexure C) |
- |
|
|
|
8 (Dimensions & Tolerances - Squareness - Annexure C) |
- |
|
|
|
8 (Dimensions & Tolerances - Thickness - Cl. 8) |
- |
|
|
|
8 (Dimensions & Tolerances - Width - Cl. 8) |
- |
|
|
|
8 (Dimensions & Tolerances - Length - Cl. 8) |
- |
|
|
|
9 (Workmanship and Finish - Cl.9, 8.3, Annexure C) |
- |
|
|
|
5.2, Table 1, Table 2 (Quality Requirements - Cl. 5.2) |
- |
|
|
|
5.1 (Type - For BB Type) |
- |
|
|
|
5.1 (Type - For AB Type) |
- |
|
|
|
5.1 (Type - For AA Type) |
- |
|
|
|
|
Complete
|
|
- |
- Excluding Steady State Formaldehyde Emission Test (Cl. 11.7) |
308 |
IS 1489 (Part 1) (2015) |
Portland pozzolana cement - Specification: Part 1 fly Ash Based |
- |
-
|
- View breakup
Rs.8420/-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
7 -Table 2- iv- a (Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6) |
- |
|
|
|
7 -Table 2- iv- b (Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6) |
- |
|
|
|
7 -Table 2- iv- c (Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6) |
- |
|
|
|
7 -Table 2- iv- a (Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6) |
- |
|
|
|
7 -Table 2- iv- b (Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6) |
- |
|
|
|
7 -Table 2- iv- c (Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6) |
- |
|
|
|
7 -Table 2- vi (Drying Shrinkage- IS 4031 Part 10) |
- |
|
|
|
7 -Table 2- iii- a (Setting Time Initial- 4031 Part 5) |
- |
|
|
|
7 -Table 2- vi (Drying Shrinkage- IS 4031 Part 10) |
- |
|
|
|
7 -Table 2- iii- a (Setting Time Initial- 4031 Part 5) |
- |
|
|
|
7 -Table 2-iii- b (Setting Time Final- 4031 Part 5) |
- |
|
|
|
7 -Table 2- iii- a (Setting Time Initial- 4031 Part 5) |
- |
|
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7 -Table 2- ii- b (Expansion by Autoclave- 4031 Part 3) |
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7 -Table 2- ii- a (Expansion by Le Chatelier- 4031 Part 3) |
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7 -Table 2- ii- b (Expansion by Autoclave- 4031 Part 3) |
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7 -Table 2- ii- a (Expansion by Le Chatelier- 4031 Part 3) |
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7 -Table 2- i (Fineness 4031 Part 2) |
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7 -Table 2- ii- a (Expansion by Le Chatelier- 4031 Part 3) |
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7 -Table 2- i (Fineness 4031 Part 2) |
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7 -Table 2- ii- b (Expansion after aeration- 4031 Part 3) |
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7 -Table 2- ii- a (Expansion after aeration - 4031 Part 3) |
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6 - Table - 1 vi ( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985) |
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6 - Table - 1 iv (Loss on ignition - Cl 7.1 of IS 4032:1985) |
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6 - Table - 1 i (Insoluble residue - Cl 7.4 of IS 4032:1985) |
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6 - Table - 1 iii (Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 7.3 of IS 4032:1985) |
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6 - Table - 1 v (Chloride content - Cl 4.13 of IS 4032:1985) |
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6 - Table - 1 ii (Magnesia - Cl 7.2 of IS 4032:1985) |
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Partial
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- Test Facility is complete for Chemical
Except Transverse Strength Test |
309 |
IS 694 (2010) |
Polyvinyl chloride insulated unsheathed and sheathed cables/cords with rigid and flexible conductor for rated voltages up to and including 450/750 v (Fourth Revision) |
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-
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- View breakup
For category 01 Unsheathed cable: A Single Core, Plain Copper Conductor Rs. 10500/- B Single Core, Tinned Copper Conductor Rs.10800/- C Single Core, Solid Aluminium Conductor Rs.10200/- D Single Core, Stranded Aluminium ConductorRs.10200/- Sheathed Cable: A Single Core, Plain Copper Conductor Rs. 17550/- B Single Core, Tinned Copper Conductor Rs.17850/- C Single Core, Solid Aluminium ConductorRs.17250/- D Single Core, Stranded Aluminium Conductor Rs.17250/- For category 02 Unsheathed Cable: A Single Core, Plain Copper Conductor ?12150/- B Single Core, Tinned Copper Conductor ?12450/- C Single Core, Solid Aluminium Conductor ?11850/- D Single Core, Stranded Aluminium Conductor ?11850/- Sheathed Cable: A Single Core, Plain Copper Conductor ?18900/- B Single Core, Tinned Copper Conductor ?19200/- C Single Core, Solid Aluminium Conductor ?18600/- D Single Core, Stranded Aluminium Conductor ?18600/- For FR cables Unsheathed Cable: A Single Core, Plain Copper Conductor ?12600/- B Single Core, Tinned Copper Conductor ?12900/- C Single Core, Solid Aluminium Conductor ?12300/- D Single Core, Stranded Aluminium Conductor ?12300/- Sheathed Cable: A Single Core, Plain Copper Conductor ?19650/- B Single Core, Tinned Copper Conductor ?19950/- C Single Core, Solid Aluminium Conductor ?19350/- D Single Core, Stranded Aluminium Conductor ?19350/- For FR-LSH cables Unsheathed Cable A Single Core, Plain Copper Conductor ?13950/- B Single Core, Tinned Copper Conductor ?14250/- C Single Core, Solid Aluminium Conductor ?13650/- D Single Core, Stranded Aluminium Conductor ?13650/- Sheathed Cable: A Single Core, Plain Copper Conductor ?20820/- B Single Core, Tinned Copper Conductor ?21120/- C Single Core, Solid Aluminium Conductor ?20520/- D Single Core, Stranded Aluminium Conductor ?20520/- Material testing charges as per relevant referred Iss (For each of the above category). For multi core cable: for each additional core, the changes of single core unsheathed cable as per material (copper & aluminum) and as per construction of conductor (solid or standard, tinned or plain) shall be added
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
4.1 (Annealing test (for copper)) |
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4.1 (Tensile test (for Al)-Before Stranding) |
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4.1 (Tensile test (for Al)- After Stranding) |
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4.1 (Wrapping test (for Al)) |
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4.2 (Conductor resistance test) |
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9 (Overall dimensions) |
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9.1 (Ovality) |
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Table 1 iii) c) 1) (Tensile strength (Without ageing)) |
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Table 1 iii) c) 1) (Elongation (Without ageing)) |
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Table 1 iii) c) 3) (Tensile strength (After ageing)) |
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Table 1 iii) c) 3) (Elongation (After ageing)) |
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Table 1 iii) d) 1) (Sheath -Tensile strength (Without ageing)) |
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Table 1 iii) d) 1) (Sheath- Elongation (Without ageing)) |
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Table 1 iii) d) 3) (Sheath- Tensile strength (After ageing)) |
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Table 1 iii) d) 3) (Sheath- Elongation (After ageing)) |
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Table 1 iii) c) 3) (Elongation (After ageing)) |
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Table 1 iii) d) 3) (Sheath- Elongation (After ageing)) |
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Table 1 iii) c) 2) (Loss of mass- Insulation ) |
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Table 1 iii) d) 2) (Loss of mass- Sheath ) |
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Table 1 iii) c) 7) (Thermal stability- Insulation ) |
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Table 1 iii) d) 7) (Thermal stability- Sheath ) |
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10.5 (Oxygen index) |
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10.7 (Temperature index) |
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10.5 (Oxygen index) |
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10.7 (Temperature index) |
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10.8 (Smoke density rating) |
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10.1 (HV (water immersion)) |
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10.1 (HV (water immersion)) |
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10.1 (HV (water immersion)) |
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10.2 (HV (room temperature)) |
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table 1 e) 3) (Volume Resistivity - Room temp ) |
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table 1 e) 3) (Volume Resistivity - Maximum temp) |
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table 1 e) 3) (IR constant- Room temp ) |
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table 1 e) 3) (IR constant- max. Temp) |
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10.4 (Flammability test-Burning after flame removal) |
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10.4 (Flammability test- Unaffected portion) |
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10.9 (Additional ageing test (OU cables only) -HV test (at 60±3oC)) |
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5.3 (Thickness of Insulation) |
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8.3 (Thickness of Sheath) |
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table 1 e) 3) (Volume Resistivity - Maximum temp) |
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table 1 e) 3) (IR constant- Room temp ) |
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table 1 e) 3) (IR constant- max. Temp) |
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Table 1 iii) c) 8) (Cold bend for insulation) |
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Table 1 iii) c) 9) (Cold impact for insulation) |
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Table 1 iii) d) 8) (Cold bend for sheath) |
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Table 1 iii) d) 9) (Cold impact for sheath) |
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10.6 (Halogen evolution) |
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Table 1 iii) c) 4) (Shrinkage-Insulation) |
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Table 1 iii) c) 4) (Cracks Observed) |
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Table 1 iii) d) 4) (Shrinkage- Sheath ) |
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Table 1 iii) d) 4) (Cracks Observed) |
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Table 1 iii) c) 5) (Heat shock-Insulation ) |
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Table 1 iii) d) 5) (Heat shock-Sheath ) |
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Table 1 iii) c) 6) (Hot deformation - Indentation depth- Insulation) |
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Table 1 iii) d) 6) (Hot deformation -Indentation depth - Sheath ) |
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(Cl.16.1)
(Cl.19.1) (Conductor- Diameter ) |
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10.9 (Additional ageing test (OU cables only) -HV test (at 60±3oC)) |
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11 (Identification) |
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11.1 (Durability) |
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11.2 (Legibility) |
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13 (Cable code) |
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4.1 (Conductor - Material) |
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4.1 (Conductor - Material) |
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4.4 (Joints in Conductor) |
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4.4 (Joints in Conductor) |
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5.1 (Insulation) |
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6.1 (Filler) |
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6.2 (Filler) |
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7 (Binder Tape) |
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8.1 (Sheath Material ) |
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12 (CONSTRUCTION Core Identification) |
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(Cl. 18.1.3)
(Cl. 19.1.4)
(Cl. 20.1.3)
(Cl. 21.1.3)
(Cl. 22.1.3) (Assembly of cores ) |
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(Cl.16.1)
(Cl.19.1) (Conductor) |
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(Cl.16.1)
(Cl.19.1) (Conductor) |
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(Cl.16.1)
(Cl.19.1) (Conductor) |
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(Cl.6.1 of IS 8130:2013) (Solid Conductor (Class 1)) |
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(Cl.6.1 of IS 8130:2013) (Solid Conductor (Class 1)) |
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(Cl.6.1.3 of IS 8130:2013) (Solid Conductor (Class 1)) |
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(Cl.6.1.3 of IS 8130:2013) (Stranded circular non compacted conductors (Class-2)) |
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(Cl.6.1.3 of IS 8130:2013) (Stranded circular non compacted conductors (Class-2)) |
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(Cl.6.1.3 of IS 8130:2013) (Stranded compacted circular conductors and shaped conductors (Class 2)) |
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(Cl.6.1.3 of IS 8130:2013) (Stranded circular non compacted conductors(Class-2)) |
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(Cl.6.1.3 of IS 8130:2013) ( Flexible Conductors (Classes 5)) |
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(Cl.6.1.3 of IS 8130:2013) (Flexible Conductors (Classes 5)) |
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5.2 (Application ) |
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Table 1 iii) d) 3) (Sheath- TS variation) |
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Table 1 iii) d) 3) (Sheath- Elongation variation) |
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Table 1 iii) c) 3) (TS variation) |
- |
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Table 1 iii) c) 3) (Elongation variation) |
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Complete
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|
- |
- Test Facility is complete |