| 421 |
Kailtech Test and Research Centre Pvt. Ltd.
| IS 15801 (2008) |
Polypropylene - Random copolymer pipes for hot and cold water supplies - Specification |
NA |
-
|
150000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl 7(Dimensions Of Pipes) |
- |
3000 |
|
ok |
| Cl 8(Visual Appearance) |
- |
500 |
|
ok |
| Cl 9.1(Hydraulic Characteristics) |
- |
15000 |
|
ok |
| Cl 9.2(Fusion Compatibility) |
- |
2000 |
|
ok |
| Cl 9.3(Reversion Test ) |
- |
5000 |
|
ok |
| Cl 9.4 & Annex B(Impact Strength) |
- |
5000 |
|
ok |
| Cl 9.5(Density) |
- |
1000 |
|
ok |
| Cl 9.6(Melt Flow Rate) |
- |
2000 |
|
ok |
| Cl 9.7(Carbon Black Content & Dispersion) |
- |
2000 |
|
ok |
| Cl 9.8(Thermal Stability By Hydrostatic Pressure Testing) |
- |
125000 |
|
ok |
| Cl 9.9(Opacity) |
- |
2000 |
|
ok |
|
Complete
|
|
18 Dec, 2027 |
-
- |
| 422 |
Kailtech Test and Research Centre Pvt. Ltd.
| IS 278 (2009) |
Galvanized steel barbed wire for fencing - Specification (Fourth Revision) |
All |
-
|
4500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 5 Table-1(Sizes Diameter of Line wire) |
- |
1000 |
|
NA |
| 5 Table-1(Sizes Diamater of Point wire) |
- |
1000 |
|
Dimension |
| 5 Table-1(Sizes Mass of Completed barbed wire) |
- |
1000 |
|
Mass |
| 5 Table-1(Sizes Distance between two barbs) |
- |
1000 |
|
Dimension |
| 5 Table-1(Sizes No. of Lays between the two consequtive barbs) |
- |
1000 |
|
Dimension |
| 9.1(Freedom from defects) |
- |
1000 |
|
Freedom from Defects |
| 12.1(Tensile Strength) |
- |
1500 |
|
Tensile Test |
| 12.1(Breaking load) |
- |
1500 |
|
Breaking Load |
| 12.3(Ductility) |
- |
1500 |
|
Wrapping |
| 12.2.1(Mass of zinc coating (line wire)) |
- |
1500 |
|
Mass of Zinc Coating |
| 12.2.2(Mass of zinc coating (point wire)) |
- |
1500 |
|
Uniformity of Zinc Coating |
| Cl. 7.1(General) |
- |
1000 |
|
General |
| Cl. 7.2(Finishing of Barbs) |
- |
1000 |
|
Finishing of Barbs |
| Cl. 7.2(Length of Barbs) |
- |
1000 |
|
Dimension |
| Cl. 7.2(Cut Angle) |
- |
1000 |
|
Dimension |
| 4(Type A/Type B) |
- |
1000 |
|
Type A/Type B |
|
Complete
|
|
18 Dec, 2027 |
-
- |
| 423 |
Kailtech Test and Research Centre Pvt. Ltd.
| IS 3502 (2009) |
Steel chequered plates (Third Revision) |
All |
-
|
11010 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl 5(Workmanship) |
- |
1000 |
|
NA |
| Cl 8(UTM) |
- |
7500 |
|
Tensile Test |
| Cl 9(Press) |
- |
1000 |
|
Bend Test |
| Cl 10(Length, Width, Thickness & Chequered Height) |
- |
1000 |
|
Dimenions |
| Cl. 11(Weight) |
- |
1000 |
|
Weight |
| Cl. 10(Thickness) |
- |
1000 |
|
Dimension |
| Cl. 10(Width) |
- |
1000 |
|
Dimension |
| Cl.8(Elongation) |
- |
7500 |
|
Elongation |
| Cl.8(Yield Stress) |
- |
7500 |
|
Yield Stress |
| Cl 10(Length, Width, Thickness & Chequered Height) |
- |
1000 |
|
Chequered Height |
|
Complete
|
|
18 Dec, 2027 |
-
- |
| 424 |
Kailtech Test and Research Centre Pvt. Ltd.
| IS 13252 : Part 1 (2010) |
Information technology equipment - Safety: Part 1 general requirements (Second Revision) |
- |
-
|
60000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 1.5(Components) |
- |
1000 |
|
Testing charges parameter wise |
| 1.6(Power interface .) |
- |
1000 |
|
Testing charges parameter wise |
| 1.7(Markings and instructions) |
- |
1000 |
|
Testing charges parameter wise |
| 2.1(Protection from electric shock and energy hazards) |
- |
5000 |
|
Testing charges parameter wise |
| 2.2(SELV circuits) |
- |
3000 |
|
Testing charges parameter wise |
| 2.3(TNV circuits) |
- |
5000 |
|
Testing charges parameter wise |
| 2.4(Limited current circuits) |
- |
5000 |
|
Testing charges parameter wise |
| 2.5(Limited power sources .) |
- |
5000 |
|
Testing charges parameter wise |
| 2.6(Provisions for earthing and bonding) |
- |
3000 |
|
Testing charges parameter wise |
| 2.7(Overcurrent and earth fault protection in primary circuits) |
- |
2000 |
|
Testing charges parameter wise |
| 2.8(Safety interlocks) |
- |
2000 |
|
Testing charges parameter wise |
| 2.9(Electrical insulation) |
- |
5000 |
|
Testing charges parameter wise |
| 2.10(Clearances, creepage distances and distances through insulation) |
- |
10000 |
|
Testing charges parameter wise |
| 3.1(General) |
- |
2000 |
|
Testing charges parameter wise |
| 3.2(Connection to a mains supply) |
- |
6000 |
|
Testing charges parameter wise |
| 3.3(Wiring terminals for connection of external conductors) |
- |
3000 |
|
Testing charges parameter wise |
| 3.4(Disconnection from the mains supply) |
- |
1000 |
|
Testing charges parameter wise |
| 3.5(Interconnection of equipment) |
- |
1000 |
|
Testing charges parameter wise |
| 4.1(Stability) |
- |
2000 |
|
Testing charges parameter wise |
| 4.2(Mechanical strength) |
- |
5000 |
|
Testing charges parameter wise |
| 4.3(Design and construction) |
- |
3000 |
|
Testing charges parameter wise |
| 4.4(Protection against hazardous moving parts) |
- |
2000 |
|
Testing charges parameter wise |
| 4.5(Thermal requirements) |
- |
4000 |
|
Testing charges parameter wise |
| 4.6(Openings in enclosures) |
- |
3000 |
|
Testing charges parameter wise |
| 4.7(Resistance to fire) |
- |
5000 |
|
Testing charges parameter wise |
| 5.1(Touch current and protective conductor curren) |
- |
3000 |
|
Testing charges parameter wise |
| 5.2(Electric strength) |
- |
5000 |
|
Testing charges parameter wise |
| 5.3(Abnormal operating and fault conditions) |
- |
6000 |
|
Testing charges parameter wise |
| 6.1(Protection of telecommunication network service persons, and users of other equipment connected to the network, from hazards in the equipment) |
- |
2000 |
|
Testing charges parameter wise |
| 6.2(Protection of equipment users from overvoltages on networks telecommunication) |
- |
5000 |
|
Testing charges parameter wise |
| 6.3(Protection of the telecommunication wiring system from overheating) |
- |
5000 |
|
Testing charges parameter wise |
| 7.1(General) |
- |
1000 |
|
Testing charges parameter wise |
| 7.2(Protection of cable distribution system service persons, and users of other equipment connected to the system, from hazardous voltages in the equipment) |
- |
1000 |
|
Testing charges parameter wise |
| 7.3(Protection of equipment users from overvoltages on the cable distribution system) |
- |
5000 |
|
Testing charges parameter wise |
| 7.4(Insulation between primary circuits and cable distribution systems) |
- |
7000 |
|
Testing charges parameter wise |
|
Complete
|
|
18 Dec, 2027 |
-
- |
| 425 |
Kailtech Test and Research Centre Pvt. Ltd.
| IS 15914 (2011) |
High tensile strength flat rolled steel plate (Up To 6 Mm), sheet and strip for the manufacture of welded gas cylinder - Specification |
All |
-
|
12750 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl 7(UTM) |
- |
10000 |
|
NA |
| Cl 9(Workmanship) |
- |
1000 |
|
Freedom from Defects |
| Cl 10(Length, Width & Thickness) |
- |
1000 |
|
Dimensions |
| 6.0(MICRO ALLOYING) |
- |
500 |
|
Micro Alloying |
| 6.0(ALUMINIUM) |
- |
100 |
|
Aluminium |
| 6.0(SILICON) |
- |
500 |
|
Silicon |
| 6.0(MANGANESE) |
- |
500 |
|
Manganese |
| 6.0(PHOSPHORUS) |
- |
500 |
|
Phosphorous |
| 6.0(SULPHUR) |
- |
500 |
|
Sulphur |
| 6.0(CARBON) |
- |
500 |
|
Carbon |
| 6.0(NITROGEN) |
- |
2000 |
|
Nitrogen |
| Cl. 10(Mass) |
- |
1000 |
|
Weight |
| Cl. 10(Out of square) |
- |
1000 |
|
Dimension |
| Cl. 10(Flatness) |
- |
1000 |
|
Dimension |
| Cl. 10(Camber) |
- |
1000 |
|
Dimension |
| Cl. 10(Width) |
- |
1000 |
|
Dimension |
| Cl. 10(Thickness) |
- |
1000 |
|
Dimension |
| Cl. 7 Table 3(Elongation) |
- |
10000 |
|
Elongation |
| Cl. 7 Table 3(Yield Stress) |
- |
10000 |
|
Yield |
|
Complete
|
|
18 Dec, 2027 |
-
- |
| 426 |
Kailtech Test and Research Centre Pvt. Ltd.
| IS 299 (2012) |
Alumino - Ferric - Specification (Fifth Revision) |
- |
-
|
12000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 1 (i) Table 1( Insouble matter, Grade 4, A-3) |
- |
1500 |
|
- |
| 1 (ii) Table 1(Soluble iron compound (as Fe2+ and Fe3+), Grade 4, A-4) |
- |
1500 |
|
- |
| 1 (iii) Table 1(Water soluble aluminium compounds (as Al2O3), Grade 4, A-5) |
- |
1500 |
|
- |
| 1 (iv) Table 1(pH (of 5 percent aqueous solution), Grade 4, A-6) |
- |
1000 |
|
- |
| 1 (v) Table 1(Free acidity (as H2SO4)/Basicity (as Al2O3), Grade 4, A-7) |
- |
1500 |
|
- |
| 1 (vi) Table 1( Lead (as Pb), Grade 4, A-8) |
- |
1500 |
|
- |
| 1 (vii) Table 1(Arsenic (as As2O3), Grade 4, A-9) |
- |
1500 |
|
- |
| 1 (viii) Table 1(Mercury (as Hg), Grade 4, A-10) |
- |
1500 |
|
- |
| 1 (ix) Table 1(Manganese (as Mn), Grade 4, A-11) |
- |
1500 |
|
- |
| 1 (x) Table 1(Chromium (as Cr), Grade 1, A-12) |
- |
1500 |
|
- |
| 1 (xi) Table 1(Cadmium (as Cd), Grade 4, A-13) |
- |
1500 |
|
- |
| 1 (xii) Table 1(Selenium (as Se), Grade 4, A-14) |
- |
1500 |
|
- |
| 1 (xiii) (a) Table 1(Organic impurities:Phenolic compounds (as C6H5OH), Garde 4, A-15) |
- |
1500 |
|
- |
| 1 (xiii) (b) Table 1(Anionic detergents (as MASS), Garde 1, A-16) |
- |
1500 |
|
- |
|
Complete
|
|
18 Dec, 2027 |
-
- |
| 427 |
Kailtech Test and Research Centre Pvt. Ltd.
| IS 1237 (2012) |
Cement Concrete Flooring Tiles - Specification |
All |
-
|
10000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl 7.1(Length, Breadth, Minimum thickness, Difference in length of side between the longest side and shorterst side, Half tiles, Difference in Thickness between the thickest and thinnest tile, Thickness of wearing layer) |
- |
750 |
|
All Dimension |
| Cl 12.2(Concavity & Convexity ) |
- |
750 |
|
All Dimension |
| Cl 12.3(The Maximum gap between the arms of the square and the edge of the title shall notexceed 2 percent of the length.) |
- |
750 |
|
All Dimension |
| Cl 12.4(Shall not exceed 1 percent of the length of the edge.) |
- |
750 |
|
All Dimension |
| Cl 12.5(Water absorption) |
- |
1000 |
|
Water absorption |
| Cl 12.6(Wet transverse strength ) |
- |
2000 |
|
Wet transverse strength |
| Cl 12.7(Resistance to wear) |
- |
5000 |
|
Resistance to wear |
| Cl 11(Suface Finish) |
- |
500 |
|
Surface Finish |
| Cl 7.1(Length, Breadth, Minimum thickness, Difference in length of side between the longest side and shorterst side, Half tiles, Difference in Thickness between the thickest and thinnest tile, Thickness of wearing layer) |
- |
750 |
|
All Dimension |
|
Complete
|
|
18 Dec, 2027 |
-
- |
| 428 |
Kailtech Test and Research Centre Pvt. Ltd.
| IS 2830 (2012) |
Carbon steel cast billet ingots, billets, blooms and slabs for re-rolling into steel for general structural purposes - Specification (Third Revision) |
All |
-
|
8600 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl 9(Workmanship) |
- |
500 |
|
NA |
| Cl 10.1(Workmanship) |
- |
500 |
|
Macro Examination |
| Cl 10.2(Workmanship) |
- |
500 |
|
Bend |
| Cl 10.3(Workmanship) |
- |
500 |
|
Camber |
| Cl 11(Length, Width & Thickness) |
- |
500 |
|
Dimension |
| 6.1(Carbon %) |
- |
500 |
|
Carbon |
| 6.1(Manganese %) |
- |
500 |
|
Manganese |
| 6.1(Phosphorus %) |
- |
500 |
|
Phosphorous |
| 6.1(Sulphur %) |
- |
500 |
|
Sulphur |
| 6.1(Silicon %) |
- |
500 |
|
Silicon |
| 6.1( Nitrogen%) |
- |
500 |
|
Nitrogen |
| 6.1( Copper %) |
- |
100 |
|
Copper |
| 6.1( Aluminium %) |
- |
100 |
|
Aluminium |
| 6.1( Nb) |
- |
100 |
|
Niobium |
| 6.1(V) |
- |
100 |
|
Vanadium |
| 6.1( Ti) |
- |
100 |
|
Titanium |
| 6.1(Cr) |
- |
100 |
|
Chromium |
| 6.1(Mo) |
- |
100 |
|
Moybdenum |
| 6.1(Ni) |
- |
100 |
|
Nickle |
| 10.1 (a)(Macro-examination) |
- |
500 |
|
Macro Examination |
| Cl. 10.2(Bend) |
- |
500 |
|
Dimension |
| Cl. 10.3(Camber) |
- |
500 |
|
Dimension |
| 11(Width) |
- |
500 |
|
Dimension |
| 11(Thickness) |
- |
500 |
|
Dimension |
| Cl. 10.1 (b)(Sulphur Print) |
- |
8000 |
|
Sulphur Print |
| Cl. 11.2(Out of Squareness) |
- |
500 |
|
Dimension |
|
Complete
|
|
18 Dec, 2027 |
-
- |
| 429 |
Kailtech Test and Research Centre Pvt. Ltd.
| IS 2831 (2012) |
Carbon steel cast billet ingots, billets, blooms and slabs for re-rolling into structural steel (Ordinary Quality) - Specification (Fourth Revision) |
All |
-
|
10325 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 9( FREEDOM FROM DEFECTS) |
- |
500 |
|
NA |
| 10.1.a)( Macro examination IS 11371) |
- |
500 |
|
Macro Examination |
| 10.1.b)( Sulphur print tests IS 12037) |
- |
8000 |
|
Sulphur Print |
| 11 & 12(DIMENSIONS and Tolerances) |
- |
500 |
|
Dimension |
| Cl. 6.1, Table 1(Carbon- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
Carbon |
| Cl. 6.1, Table 1(Manganese- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
Manganese |
| Cl. 6.1, Table 1(Sulphur- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
Sulphur |
| Cl. 6.1, Table 1(Phosphorus- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
Phosphorous |
| Cl. 6.1, Table 1(Silicon- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
Silicon |
| Cl. 6.1, Table 1(Aluminium- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
100 |
|
Aluminium |
| Cl. 6.1, Table 1(Nitrogen- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
1500 |
|
Nitrogen |
| Cl. 6.1, Table 1(Copper- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
100 |
|
Copper |
| Cl. 6.1, Table 1(Niobium- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
100 |
|
Niobium |
| Cl. 6.1, Table 1(Vanadium- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
100 |
|
Vanadium |
| Cl. 6.1, Table 1(Titanium- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
100 |
|
Titanium |
|
Complete
|
|
18 Dec, 2027 |
-
- |
| 430 |
Kailtech Test and Research Centre Pvt. Ltd.
| IS 10322 : Part 5 : Sec 1 (2012) |
Luminaires: Part 5 particular requirements: Sec 1 fixed general purpose luminaires (First Revision) |
- |
-
|
21800 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 4(General Test Requireements) |
- |
1000 |
|
Testing Charges As per parameter |
| 5(Classification of Luminaires') |
- |
1000 |
|
Testing Charges As per parameter |
| 6.0(Marking) |
- |
3000 |
|
Testing Charges As per parameter |
| 7.0(Construction) |
- |
10000 |
|
Testing Charges As per parameter |
| 8.0(Creepage Distance and Clearances) |
- |
6000 |
|
Testing Charges As per parameter |
| 9.0(Provision for earthing) |
- |
5000 |
|
Testing Charges As per parameter |
| 10.0(Terminals) |
- |
9000 |
|
Testing Charges As per parameter |
| 11.0(External & Internal Wiring) |
- |
6000 |
|
Testing Charges As per parameter |
| 12.0(Protection against electric shock) |
- |
5000 |
|
Testing Charges As per parameter |
| 13.0(Endurance Tests and Thermal Tests) |
- |
14000 |
|
Testing Charges As per parameter |
| 14.0(Resistance to Dust & Moisture) |
- |
15000 |
|
Testing Charges As per parameter |
| 15.0(Insulation Resistance and Electric Strength) |
- |
10000 |
|
Testing Charges As per parameter |
| 16.0(Resistance to Heat , fire and tracking) |
- |
12000 |
|
Testing Charges As per parameter |
|
Complete
|
|
18 Dec, 2027 |
-
- |
| 431 |
Kailtech Test and Research Centre Pvt. Ltd.
| IS 15885 : Part 2 : Sec 13 (2012) |
Safety of lamp controlgear: Part 2 particular requirements: Sec 13 d.c. or a.c. supplied electronic controlgear for led modules |
- |
-
|
50000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 7(Marking) |
- |
1000 |
|
- |
| 8(Protection against accidental contact with live parts) |
- |
5000 |
|
- |
| 9(Terminals) |
- |
8000 |
|
- |
| 10(PROVISION FOR EARTHING) |
- |
3000 |
|
- |
| 11(MOISTURE RESISTANCE) |
- |
9000 |
|
- |
| 12(Electric Strength) |
- |
5000 |
|
- |
| 13(Thermal endurance test for winding of ballasts) |
- |
1000 |
|
- |
| 14(Fault conditions) |
- |
8000 |
|
- |
| 15(Transformer heating) |
- |
9000 |
|
- |
| 16(Construction) |
- |
6000 |
|
- |
| 17(Creepage distance and clearances) |
- |
5000 |
|
- |
| 18(Screws, current carrying parts and connections) |
- |
5000 |
|
- |
| 19(Resistance to heat, fire and tracking) |
- |
10000 |
|
- |
| 20(Resistance to corrosion) |
- |
5000 |
|
- |
|
Complete
|
|
18 Dec, 2027 |
-
- |
| 432 |
Kailtech Test and Research Centre Pvt. Ltd.
| IS 15961 (2012) |
Hot dip aluminium - Zinc alloy metallic coated steel strip and sheet (Plain) |
All |
-
|
7485 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl 8(UTM) |
- |
5000 |
|
NA |
| Cl 9 & Table 2(Workmanship) |
- |
2000 |
|
Mass of Zinc Coating |
| Cl 10(Coating Adhesion ) |
- |
2000 |
|
Coating Adhesion |
| Cl 11(Workmanship) |
- |
500 |
|
Freedom From Defects |
| Cl 12(Weight) |
- |
500 |
|
Weight |
| Cl 13(Length, Width, Thickness, Camber, Deviation From Squareness & Deviation From Flatness) |
- |
1000 |
|
Dimension |
|
Complete
|
|
18 Dec, 2027 |
-
- |
| 433 |
Kailtech Test and Research Centre Pvt. Ltd.
| IS 15962 (2012) |
Structural steels for buildings and structures with improved seismic resistance |
All |
-
|
40000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl 6(Freedom from Defects) |
- |
2000 |
|
Freedom from Defects |
| Cl 10(Tensile Test) |
- |
25000 |
|
Tensile Test |
| Cl 11(Impact Test) |
- |
7500 |
|
Impact Test |
| Cl 13(Dimensions) |
- |
2000 |
|
Dimensions |
| Cl 16(Mass) |
- |
500 |
|
Mass |
| Clauses 7, 8.1 & .2, Table- 1(E250S, C) |
- |
100 |
|
Carbon |
| Clauses 7, 8.1 & .2, Table- 1(E250S, Mn ) |
- |
100 |
|
Manganese |
| Clauses 7, 8.1 & .2, Table- 1(E250S, P) |
- |
100 |
|
Phosphorous |
| Clauses 7, 8.1 & .2, Table- 1(E250S, S) |
- |
100 |
|
Sulphur |
| Clauses 7, 8.1 & .2, Table- 1(E250S, Si) |
- |
100 |
|
Silicon |
| Clauses 7, 8.1 & .2, Table- 1(E250S, CE) |
- |
500 |
|
Carbon Equivalent |
| Clauses 7, 8.1 & .2, Table- 1(E300S, C) |
- |
100 |
|
Carbon |
| Clauses 7, 8.1 & .2, Table- 1(E300S, Mn) |
- |
100 |
|
Manganese |
| Clauses 7, 8.1 & .2, Table- 1(E300S, P) |
- |
100 |
|
Phosphorous |
| Clauses 7, 8.1 & .2, Table- 1(E300S, S) |
- |
100 |
|
Sulphur |
| Clauses 7, 8.1 & .2, Table- 1(E300S, Si) |
- |
100 |
|
Silicon |
| Clauses 7, 8.1 & .2, Table- 1(E300S, CE) |
- |
500 |
|
Carbon Equivalent |
| Clauses 7, 8.1 & .2, Table- 1(E350S, C) |
- |
100 |
|
Carbon |
| Clauses 7, 8.1 & .2, Table- 1(E350S, Mn) |
- |
100 |
|
Manganese |
| Clauses 7, 8.1 & .2, Table- 1(E350S, P) |
- |
100 |
|
Phosphorous |
| Clauses 7, 8.1 & .2, Table- 1(E350S, S) |
- |
100 |
|
Sulphur |
| Clauses 7, 8.1 & .2, Table- 1(E350S, Si) |
- |
100 |
|
Silicon |
| Clauses 7, 8.1 & .2, Table- 1(E450S, C) |
- |
100 |
|
Carbon |
| Clauses 7, 8.1 & .2, Table- 1(E450S, Mn) |
- |
100 |
|
Manganese |
| Clauses 7, 8.1 & .2, Table- 1(E450S, P) |
- |
100 |
|
Phosphorous |
| Clauses 7, 8.1 & .2, Table- 1(E450S, S) |
- |
100 |
|
Sulphur |
| Clauses 7, 8.1 & .2, Table- 1(E450S, Si) |
- |
100 |
|
Silicon |
| Clauses 7, 8.1 & .2, Table- 1(E450S, CE) |
- |
500 |
|
Carbon Equivalent |
| Clauses 7, 8.1 & .2, Table- 1(E350S, CE) |
- |
500 |
|
Carbon Equivalent |
|
Complete
|
|
18 Dec, 2027 |
-
- |
| 434 |
Kailtech Test and Research Centre Pvt. Ltd.
| IS 15997 (2012) |
Low nickel austenitic stainless steel sheet and strip for utensils and kitchen appliances - Specification |
All |
-
|
15000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl. 8.1, 8.1.1 & 10.1 Table 1(Carbon -IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
Carbon |
| Cl. 8.1, 8.1.1 & 10.1 Table 1(Silicon -IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
Silicon |
| Cl. 8.1, 8.1.1 & 10.1 Table 1(Manganese -IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
Manganese |
| Cl. 8.1, 8.1.1 & 10.1 Table 1(Nickel -IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
1500 |
|
Nickle |
| Cl. 8.1, 8.1.1 & 10.1 Table 1(Chromium -IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
750 |
|
Chromium |
| Cl. 8.1, 8.1.1 & 10.1 Table 1(Sulphur -IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
Suphur |
| Cl. 8.1, 8.1.1 & 10.1 Table 1(Phosphorus -IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
Phosphorous |
| Cl. 8.1, 8.1.1 & 10.1 Table 1(Copper -IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
750 |
|
Copper |
| Cl. 8.1, 8.1.1 & 10.1 Table 1(Nitrogen -IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
1500 |
|
Nitrogen |
| 6(Freedom From Defects) |
- |
500 |
|
Freedom from Defects |
| 9.3(Tensile Test-1608:Part 1) |
- |
10000 |
|
Tensile Test |
| 9.3, Table 3 (Yield Strength, Mpa) |
- |
10000 |
|
Tensile |
| 9.3, Table 3 (Elongation, %) |
- |
10000 |
|
Tensile |
| 9.4(Erichsen Cupping Test,(Average depth of cupping) mm) |
- |
2000 |
|
Cupping |
| 12(Dimensions) |
- |
1000 |
|
Dimensions |
| 14.1(Thickness,mm) |
- |
1000 |
|
Dimensions |
| 14.2( Width, mm) |
- |
1000 |
|
Dimensions |
| 14.3(Length, mm) |
- |
1000 |
|
Dimensions |
| 14.4(Flatness, mm) |
- |
1000 |
|
Dimensions |
| 14.5(Camber, mm) |
- |
1000 |
|
Dimensions |
|
Complete
|
|
18 Dec, 2027 |
-
- |
| 435 |
Kailtech Test and Research Centre Pvt. Ltd.
| IS 16102 : Part 1 (2012) |
Self - Ballasted led lamps for general lighting services: Part 1 safety requirements |
- |
-
|
48000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 5(Marking) |
- |
1000 |
|
- |
| 6(Interchangeability) |
- |
5000 |
|
- |
| 7(Protection against accidental contact with live parts) |
- |
5000 |
|
- |
| 8(Insulation Resistance and Electric Strength) |
- |
10000 |
|
- |
| 9(MECHANICAL STRENGTH) |
- |
5000 |
|
- |
| 10(cap temperature) |
- |
5000 |
|
- |
| 11(Resistance to Heat) |
- |
5000 |
|
- |
| 12(Resistance to Flame and Ignition) |
- |
4000 |
|
- |
| 13(Fault conditions) |
- |
9000 |
|
- |
| 14(Creepage distance and clearances) |
- |
5000 |
|
- |
|
Complete
|
|
18 Dec, 2027 |
-
- |
| 436 |
Kailtech Test and Research Centre Pvt. Ltd.
| IS 3812 (Part 1) (2013) |
Pulverized fuel ash - Specification: Part 1 For use as pozzolana in cement, cement mortar and concrete |
- |
-
|
17250 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 7.1-Table 2(i)(PHYSICAL REQUIREMENTS-Fineness) |
- |
2000 |
|
NA |
| 7.1-Table 2(ii)(PHYSICAL REQUIREMENTS-Particles retained on 45 micron IS sieve) |
- |
2000 |
|
PHYSICAL REQUIREMENTS-Particles retained on 45 micron IS sieve |
| 7.1-Table 2(iii)(PHYSICAL REQUIREMENTS-Average compressive strength) |
- |
7500 |
|
PHYSICAL REQUIREMENTS-Average compressive strength |
| 7.1-Table 2(iv)(PHYSICAL REQUIREMENTS-Compressive strength at 28 days) |
- |
7500 |
|
PHYSICAL REQUIREMENTS- all Compressive strength at 28 days |
| 7.1-Table 2(v)(PHYSICAL REQUIREMENTS-Soundness by autoclave test ) |
- |
3000 |
|
PHYSICAL REQUIREMENTS-Soundness by autoclave test |
| Cl. 6.1, Table 1 - i(Silicon dioxide (SiO2) plus aluminium oxide (Al2O3) plus ironoxide (Fe2O3) - IS 1727) |
- |
5000 |
|
Silicon dioxide (SiO2) plus aluminium oxide (Al2O3) plus ironoxide (Fe2O3) - IS 1727 |
| Cl. 6.1, Table 1 - ii(Silicon dioxide (SiO2) - IS 1727) |
- |
1500 |
|
Silicon dioxide (SiO2) - IS 1727 |
| Cl. 6.1, Table 1 - iii(Reactive Silica - Annex B) |
- |
1500 |
|
Reactive Silica - Annex B |
| Cl. 6.1, Table 1 - iv(Magnesium oxide (MgO) - IS 1727) |
- |
1500 |
|
Magnesium oxide (MgO) - IS 1727 |
| Cl. 6.1, Table 1 - v( Total sulphur as sulphur trioxide (SO3) - IS 1727) |
- |
1500 |
|
Total sulphur as sulphur trioxide (SO3) - IS 1727 |
| Cl. 6.1, Table 1 - vi( Available alkalis as equivalent sodium oxide (Na2O) - Annex C) |
- |
5000 |
|
Available alkalis as equivalent sodium oxide (Na2O) - Annex C |
| Cl. 6.1, Table 1 - vii( Total Chlorides - IS 4032) |
- |
3000 |
|
Total Chlorides - IS 4032 |
| Cl. 6.1, Table 1 - viii( Loss on ignition - IS 1727) |
- |
3000 |
|
Loss on ignition |
| Cl. 6.2(Moisture content of the fly ash when supplied in dry condition - Annex D) |
- |
2000 |
|
Moisture content of the fly ash when supplied in dry condition |
| 5.1, 7.1, table-2, iii(Lime reacitivity) |
- |
10000 |
|
Testing Charges As per Parameter |
|
Complete
|
|
18 Dec, 2027 |
-
- |
| 437 |
Kailtech Test and Research Centre Pvt. Ltd.
| IS 3812 : Part 2 (2013) |
Pulverized Fuel Ash - Part 2 : For Use as Admixture in Cement Mortar and Concrete |
- |
-
|
15000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 7.1, Table 1(Fineness — Specific surface in m2 /kg) |
- |
2000 |
|
Fineness — Specific surface |
| 7.1, Table 1(Particles retained on 45 micron IS sieve (wet sieving)) |
- |
2000 |
|
Particles retained on 45 micron IS sieve (wet sieving) |
| 7.1, Table 1(Soundnes) |
- |
2000 |
|
Soundness |
| 5.1, 6.1, Table 1(Silicon dioxide (SiO2 ) plus aluminium oxide (Al2O3 ) plus iron oxide (Fe2O3 )) |
- |
5000 |
|
Silicon dioxide (SiO2 ) plus aluminium oxide (Al2O3 ) plus iron oxide (Fe2O3 ) |
| 5.1, 6.1, Table 1(Silicon dioxide (SiO2 )) |
- |
1500 |
|
Silicon dioxide (SiO2 ) |
| 5.1, 6.1, Table 1(Magnesium oxide (MgO) |
- |
1500 |
|
Magnesium oxide |
| 5.1, 6.1, Table 1(Total sulphur as sulphur trioxide (SO3) |
- |
1500 |
|
Total sulphur as sulphur trioxide |
| 5.1, 6.1, Table 1(Available alkalies as equivalent sodium oxide (Na2O)) |
- |
1500 |
|
Available alkalies as equivalent sodium oxide |
| 5.1, 6.1, Table 1(Total chlorides) |
- |
5000 |
|
Total chlorides |
| 5.1, 6.1, Table 1(Loss on ignition) |
- |
3000 |
|
Loss on ignition |
| 6.2(moisture content) |
- |
2000 |
|
moisture content |
| Clauses 5.1 & 7.1 Table No. 2, SI No. (i)
(Fineness- Specific surface by blaine's method) |
- |
2000 |
|
- |
| Clauses 5.1 & 7.1 Table No. 2, SI No. (ii)
(Particles retained on 45 micron IS Sieve (we sieving)) |
- |
2000 |
|
- |
| Clauses 5.1 & 7.1 Table No. 2, SI No. (iii)
(Soundness by autoclave test - Expansion of specimen) |
- |
2000 |
|
- |
|
Complete
|
|
18 Dec, 2027 |
-
- |
| 438 |
Kailtech Test and Research Centre Pvt. Ltd.
| IS 13592 (2013) |
Unplasticized Polyvinyl Chloride (PVC-U) Pipes for Soil and Waste Discharge System Inside and Outside Buiildings Including Ventilation and Rainwater System |
- |
-
|
20000 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 |
|
ok |
| 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 |
|
ok |
| 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).) |
- |
1000 |
|
ok |
| 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).) |
- |
1000 |
|
ok |
| 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).) |
- |
1000 |
|
ok |
| 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.) |
- |
1000 |
|
ok |
| 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.) |
- |
1000 |
|
ok |
| 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.) |
- |
1000 |
|
ok |
| 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 |
|
ok |
| 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.) |
- |
2000 |
|
ok |
| 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.) |
- |
5000 |
|
ok |
| 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.) |
- |
2000 |
|
ok |
| 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) |
- |
7500 |
|
ok |
| Cl. 9, IS 12235 Part 7(Resistance to Sulphuric Acid) |
- |
5000 |
|
ok |
| 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 |
|
ok |
| 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 |
|
ok |
| Cl.10.3(The axial shrinkage shall not exceed 2 percent when
determined in accordance with Annex B.) |
- |
5000 |
|
ok |
| 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.) |
- |
2000 |
|
ok |
| Cl. 12, IS 12235 Part 11(Resistance to Di-Chloro-Methane) |
- |
5000 |
|
ok |
| 8.6(Effect on Water Test) |
- |
5000 |
|
OK |
|
Complete
|
|
18 Dec, 2027 |
-
- |
| 439 |
Kailtech Test and Research Centre Pvt. Ltd.
| IS 13801 (2013) |
Chequered Cement Concrete Tiles - |
All |
-
|
10000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| (Cl 7, 8 &9)(Length, Breadth, Thickness, Difference in length of side between the longest side and shorterst side in the sample shall not exceed 1 mm, Half tiles, Difference in Thickness between the thickest and thinnest tile in the sample shall not exceed 10 percent of minimum thickness, Depth of chequred groove, Thickness of wearing layer.) |
- |
1000 |
|
All Dimensions |
| Cl 12.1(Concavity & Convexity ) |
- |
500 |
|
Surface Flatness and Finish |
| Cl 12.2(Longest gap between the arms of the square and the edge of the title shall not exceed 2 percent of the length.) |
- |
1000 |
|
All Dimensions |
| Cl 12.3(Shall not exceed 1 percent of the length of the edge.) |
- |
1000 |
|
All Dimensions |
| Cl 12.4(Water absorption) |
- |
1000 |
|
Water absorption |
| Cl 12.5(Wet transverse strength) |
- |
5000 |
|
Wet transverse strength |
| Cl 12.6(Resistance to wear) |
- |
5000 |
|
Resistance to wear |
| Cl 11(Finish) |
- |
500 |
|
Surface Flatness and Finish |
| Cl 11(Finish) |
- |
500 |
|
Surface Flatness and Finish |
|
Complete
|
|
18 Dec, 2027 |
-
- |
| 440 |
Kailtech Test and Research Centre Pvt. Ltd.
| IS 302 : Part 2 : Sec 26 (2014) |
Safety of household and similar electrical appliances: Part 2 particular requirements: Sec 26 clocks (First Revision) |
- |
-
|
30000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 6.0(Classification) |
- |
1000 |
|
Testing Charges As per Parameter |
| 7(Marking and instructions) |
- |
1000 |
|
Testing Charges As per Parameter |
| 8(Protection against live parts) |
- |
3000 |
|
Testing Charges As per Parameter |
| 9(STARTING OF MOTOR-OPERATED APPLIANCES) |
- |
1000 |
|
Testing Charges As per Parameter |
| 10(POWER INPUT AND CURRENT) |
- |
7000 |
|
Testing Charges As per Parameter |
| 11(HEATING) |
- |
8000 |
|
Testing Charges As per Parameter |
| 13(LEAKAGE CURRENT AND ELECTRIC STRENGTH AT OPERATING TEMPERATURE) |
- |
8000 |
|
Testing Charges As per Parameter |
| 14(TRANSIENT OVERVOLTAGES) |
- |
7000 |
|
Testing Charges As per Parameter |
| 15(MOISTURE RESISTANCE) |
- |
10000 |
|
Testing Charges As per Parameter |
| 16(LEAKAGE CURRENT AND ELECTRIC STRENGTH) |
- |
8000 |
|
Testing Charges As per Parameter |
| 17(OVERLOAD PROTECTION OF TRANSFORMERS AND ASSOCIATED CIRCUITS) |
- |
7000 |
|
Testing Charges As per Parameter |
| 18(ENDURANCE) |
- |
1000 |
|
Testing Charges As per Parameter |
| 19(ABNORMAL OPERATION) |
- |
9000 |
|
Testing Charges As per Parameter |
| 20(STABILITY AND MECHANICAL HAZARDS) |
- |
2000 |
|
Testing Charges As per Parameter |
| 21(MECHANICAL STRENGTH) |
- |
8000 |
|
Testing Charges As per Parameter |
| 22(CONSTRUCTION) |
- |
5000 |
|
Testing Charges As per Parameter |
| 23(INTERNAL WIRING) |
- |
4000 |
|
Testing Charges As per Parameter |
| 24(COMPONENTS) |
- |
2000 |
|
Testing Charges As per Parameter |
| 25(SUPPLY CONNECTION AND EXTERNAL FLEXIBLE CORDS) |
- |
7000 |
|
Testing Charges As per Parameter |
| 26(TERMINALS FOR EXTERNAL CONDUCTORS) |
- |
5000 |
|
Testing Charges As per Parameter |
| 27(PROVISION FOR EARTHING) |
- |
3000 |
|
Testing Charges As per Parameter |
| 28(SCREWS AND CONNECTIONS) |
- |
6000 |
|
Testing Charges As per Parameter |
| 29(CLEARANCES, CREEPAGE DISTANCES AND SOLID INSULATION) |
- |
8000 |
|
Testing Charges As per Parameter |
| 30(RESISTANCE TO HEAT AND FIRE) |
- |
12000 |
|
Testing Charges As per Parameter |
| 31(RESISTANCE TO RUSTING) |
- |
2000 |
|
Testing Charges As per Parameter |
| 32(RADIATION, TOXICITY AND SIMILAR HAZARDS) |
- |
2000 |
|
Testing Charges As per Parameter |
| 15.4 (b)(Cold impact) |
- |
7000 |
|
Testing Charges As per Parameter |
|
Complete
|
|
18 Dec, 2027 |
-
- |
| 441 |
Kailtech Test and Research Centre Pvt. Ltd.
| IS 1161 (2014) |
Steel tubes for structural purposes - Specification (Fifth Revision) |
All |
-
|
12000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl 6(Outer Diameter, Thickness & Mass) |
- |
500 |
|
Dimensions |
| Cl 7(Workmanship) |
- |
500 |
|
Workmanship |
| Cl 9(Workmanship) |
- |
500 |
|
Dimesions |
| Cl 11(Tensile Test, Flattening Test & Cold Bend Test) |
- |
5000 |
|
Tensile Test |
| Cl 13(Workmanship) |
- |
500 |
|
Workmanship |
| 5 AND AS PER IS 10748(MICRO ALLOY) |
- |
500 |
|
Micro Alloy |
| 8 AND AS PER IS 4736(UNIFORMITY OF ZINC COATING) |
- |
2000 |
|
Uniformity of Zinc Coating |
| 8 AND AS PER IS 4736(MASS OF ZINC COATING) |
- |
1500 |
|
Mass of Zinc Coating |
| 5 AND AS PER IS 10748(COPPER) |
- |
500 |
|
Copper |
| 5 AND AS PER IS 10748(CARBON EQUIVALENT) |
- |
500 |
|
Carbon Equivalent |
| 5 AND AS PER IS 10748(CARBON) |
- |
500 |
|
Carbon |
| Clause - 5.1, Table-3( ALUMINIUM) |
- |
500 |
|
Aluminium |
| Clause - 5.1, Table-3(SILICON) |
- |
500 |
|
Silicon |
| Clause - 5.1, Table-3(NITROGEN) |
- |
1500 |
|
Nitrogen |
| Clause - 5.1, Table-3(MANGANESE) |
- |
500 |
|
Manganese |
| Clause - 5.1, Table-3(PHOSPHURS) |
- |
500 |
|
Phosphorous |
| Clause - 5.1, Table-3(SULPHUR) |
- |
500 |
|
Sulphur |
| 9(Straightness) |
- |
500 |
|
Straightness |
| Cl. 6 , 6.2 Table 1(Thickness) |
- |
500 |
|
Thickness |
| Cl. 6 , 6.2 Table 1(Weight) |
- |
500 |
|
Weight |
| Cl. 6 , 6.2 Table 1(Area of cross section) |
- |
500 |
|
Dimension |
| Cl. 6 , 6.2 Table 1(Internal volume) |
- |
500 |
|
Dimension |
| Cl. 6 , 6.2 Table 1(Surface external) |
- |
500 |
|
Dimension |
| Cl. 6 , 6.2 Table 1(Surface internal) |
- |
500 |
|
Dimension |
| Cl. 6 , 6.2 Table 1(Moment of inertia) |
- |
500 |
|
Dimension |
| Cl. 6 , 6.2 Table 1(Modulus of section) |
- |
500 |
|
Dimension |
| Cl. 6 , 6.2 Table 1(Radius of gyration) |
- |
500 |
|
Dimension |
| Cl. 6 , 6.2 Table 1(Square of radius of gyyration) |
- |
500 |
|
Dimension |
| Cl. 11.2 Table 2(Yield strength) |
- |
5000 |
|
Yield Strength |
| Cl. 11.2 Table 2(Elongation) |
- |
5000 |
|
Elongation |
| Cl 11.3.1(Cold bend test (upto & including 50 mm NB)) |
- |
2000 |
|
Cold Bend Test |
| Cl 11.3.1(Flattening test (over 50 mm NB)) |
- |
2000 |
|
Flattening |
|
Complete
|
|
18 Dec, 2027 |
-
- |
| 442 |
Kailtech Test and Research Centre Pvt. Ltd.
| IS 16242 : Part 1 (2014) |
Uninterruptible power systems (UPS): Part 1 general and safety requirements for UPS |
- |
-
|
125000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 4.5(Components) |
- |
1000 |
|
Testing Charges As per Parameter |
| 4.6(Power interface) |
- |
5000 |
|
Testing Charges As per Parameter |
| 4.7(Marking & instructions) |
- |
1000 |
|
Testing Charges As per Parameter |
| 5.1(Protection against shock and energy hazards) |
- |
5000 |
|
Testing Charges As per Parameter |
| 5.2(Requirement of auxiliary circuits) |
- |
6000 |
|
Testing Charges As per Parameter |
| 5.3(Protective earthing and bonding) |
- |
3000 |
|
Testing Charges As per Parameter |
| 5.4(AC and DC power isolation) |
- |
1000 |
|
Testing Charges As per Parameter |
| 5.5(Over current and earth fault condition) |
- |
2000 |
|
Testing Charges As per Parameter |
| 5.6(Safety interlocks) |
- |
1000 |
|
Testing Charges As per Parameter |
| 5.7(CLEARANCES, CREEPAGE DISTANCES AND SOLID INSULATION) |
- |
15000 |
|
Testing Charges As per Parameter |
| 6.1(Wiring, connections and supply) |
- |
3000 |
|
Testing Charges As per Parameter |
| 6.2(Connection to power) |
- |
6000 |
|
Testing Charges As per Parameter |
| 6.3(Wiring terminals for external power conductors) |
- |
3000 |
|
Testing Charges As per Parameter |
| 7.1(Enclosure) |
- |
3000 |
|
Testing Charges As per Parameter |
| 7.2(STABILITY) |
- |
3000 |
|
Testing Charges As per Parameter |
| 7.3(MECHANICAL STRENGTH) |
- |
7000 |
|
Testing Charges As per Parameter |
| 7.4(Construction details) |
- |
3000 |
|
Testing Charges As per Parameter |
| 7.5(Resistance to fire) |
- |
8000 |
|
Testing Charges As per Parameter |
| 7.6(Battery location) |
- |
2000 |
|
Testing Charges As per Parameter |
| 7.7(Temperature rise) |
- |
6000 |
|
Testing Charges As per Parameter |
| 8.1(General procision for earth leakage) |
- |
5000 |
|
Testing Charges As per Parameter |
| 8.2(Electric Strength) |
- |
7000 |
|
Testing Charges As per Parameter |
| 8.3(Abnormal operating and fault conditions) |
- |
10000 |
|
Testing Charges As per Parameter |
| 9.0(Connection to telecommunication networks) |
- |
14000 |
|
Testing Charges As per Parameter |
|
Complete
|
|
18 Dec, 2027 |
-
- |
| 443 |
Kailtech Test and Research Centre Pvt. Ltd.
| IS 1489 : Part 2 (2015) |
Portland - Pozzolana cement - Specification: Part 2 calcined clay based |
- |
-
|
12630 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 6 - Table - 1 i(Insoluble residue - Cl 7.4 of IS 4032:1985) |
- |
1000 |
|
NA |
| 6 - Table - 1 ii(Magnesia - Cl 7.2 of IS 4032:1985) |
- |
1000 |
|
Magnesia |
| 6 - Table - 1 iii(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 7.3 of IS 4032:1985) |
- |
1000 |
|
Total Sulphur Content calculated as Sulphuric Anhydride (SO3) |
| 6 - Table - 1 iv(Loss on ignition - Cl 7.1 of IS 4032:1985) |
- |
1500 |
|
Loss on ignition |
| 6 - Table - 1 v(Chloride content - Cl 4.13 of IS 4032:1985) |
- |
1500 |
|
Chloride content |
| 6 - Table - 1 vi( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985) |
- |
2000 |
|
Alkali content |
| 7 -Table 2- i(Fineness 4031 Part 2) |
- |
1000 |
|
Fineness |
| 7 -Table 2- ii- a(Expansion by Le Chatelier- 4031 Part 3) |
- |
1000 |
|
Expansion by Le Chatelier |
| 7 -Table 2- ii- b(Expansion by Autoclave- 4031 Part 3) |
- |
2000 |
|
Expansion by Autoclave |
| 7 -Table 2- iii- a(Setting Time Initial- 4031 Part 5) |
- |
2000 |
|
Setting Time Initial & Final |
| 7 -Table 2-iii- b(Setting Time Final- 4031 Part 5) |
- |
2000 |
|
Setting Time Initial & Final |
| 7 -Table 2- iv- a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6) |
- |
3000 |
|
Compressive Strength |
| 7 -Table 2- iv- b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6) |
- |
3000 |
|
Compressive Strength |
| 7 -Table 2- iv- c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6) |
- |
3000 |
|
Compressive Strength |
| 7 -Table 2- v(Transverse Strength - IS 4031 Part 8 (Optional)) |
- |
5000 |
|
Transverse Strength ( All age) |
| 7 -Table 2- vi(Drying Shrinkage- IS 4031 Part 10) |
- |
5000 |
|
Drying Shrinkage |
| Clause 7
Table 2 SI No. (v)
(Transverse Strength, 672 ± 4 h) |
- |
5000 |
|
ok |
| Clause 7
Table 2 SI No. (v)
(Compressive strength of Transverse Specimen, 672 ± 4 h) |
- |
5000 |
|
ok |
| Clause 7Table 2 SI No. (v)(Transverse Strength, 168 ± 2 h) |
- |
5000 |
|
ok |
| Clause 7
Table 2 SI No. (v)
(Compressive strength of Transverse Specimen, 168 ± 2 h) |
- |
5000 |
|
ok |
| Clause 7Table 2 SI No. (v)(Transverse Strength, 72 ± 1 h) |
- |
5000 |
|
ok |
| Clause 7
Table 2 SI No. (v)
(Compressive strength of Transverse Specimen, 72 ± 1 h) |
- |
5000 |
|
ok |
|
Complete
|
|
18 Dec, 2027 |
-
- |
| 444 |
Kailtech Test and Research Centre Pvt. Ltd.
| IS 8042 (2015) |
White portland cement - Specification (Third Revision) |
All |
-
|
12000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 5 - Table - 1 i(Ratio of percentage of lime to percentages of silica, alumina and iron oxide - Cl 4 of IS 4032:1985) |
- |
3000 |
|
NA |
| 5 - Table - 1 ii(Iron oxide - Cl 4.5 of IS 4032:1985) |
- |
1000 |
|
Iron oxide |
| 5 - Table - 1 iii(Insoluble residue - Cl 4.10 of IS 4032:1985) |
- |
1000 |
|
Insoluble residue |
| 5 - Table - 1 iv(Magnesia - Cl 4.8 of IS 4032:1985) |
- |
1000 |
|
Magnesia |
| 5 - Table - 1 v(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 4.9 of IS 4032:1985) |
- |
1000 |
|
Total Sulphur Content calculated as Sulphuric Anhydride |
| 5 - Table - 1 vi(Loss on ignition - Cl 4.2 of IS 4032:1985) |
- |
1000 |
|
Loss on ignition |
| 5 - Table - 1 vii(Chloride content - Cl 4.13 of IS 4032:1985) |
- |
1500 |
|
Chloride content |
| 6 -Table 2- i(Fineness 4031 Part 2) |
- |
1500 |
|
Fineness |
| 6 -Table 2- ii- a(Expansion by Le Chatelier- 4031 Part 3) |
- |
1500 |
|
Expansion by Le Chatelier |
| 6 -Table 2- ii- b(Expansion by Autoclave- 4031 Part 3) |
- |
1500 |
|
Expansion by Autoclave |
| 6 -Table 2- iii- a(Setting Time Initial- 4031 Part 5) |
- |
2000 |
|
Setting Time Initial & Final |
| 6 -Table 2-iii- b(Setting Time Final- 4031 Part 5) |
- |
2000 |
|
Setting Time Final |
| 6 -Table 2- iv- a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6) |
- |
5000 |
|
Compressive Strength All Ages |
| 6 -Table 2- iv- b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6) |
- |
5000 |
|
Compressive Strength All Ages |
| 6 -Table 2- iv- c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6) |
- |
5000 |
|
Compressive Strength All Ages |
| 6 -Table 2- v(Transverse Strength - IS 4031 Part 8 (Optional)) |
- |
5000 |
|
Transverse Strength All ages |
| 6 -Table 2- vi(Degree of whiteness-Annex B) |
- |
5000 |
|
Degree of whiteness |
| Clause 6
Table 2, SI No. (v)
(Transverse Strength, 72 ± 1 h) |
- |
5000 |
|
ok |
| Clause 6
Table 2, SI No. (v)
(Transverse Strength, 168 ± 2 h) |
- |
5000 |
|
ok |
| Clause 6
Table 2, SI No. (v)
(Transverse Strength, 672 ± 4 h) |
- |
5000 |
|
ok |
| Clause 6
Table 2, SI No. (v)
(Compressive strength of Transverse Specimen, 72 ± 1 h) |
- |
5000 |
|
ok |
| Clause 6
Table 2, SI No. (v)
(Compressive strength of Transverse Specimen, 168 ± 2 h) |
- |
5000 |
|
ok |
| Clause 6
Table 2, SI No. (v)
(Compressive strength of Transverse Specimen, 672 ± 4 h) |
- |
5000 |
|
ok |
|
Complete
|
|
18 Dec, 2027 |
-
- |
| 445 |
Kailtech Test and Research Centre Pvt. Ltd.
| IS 16353 (2015) |
Portland Cement Clinker - Specification |
- |
-
|
20000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Clause 5 Table 1(Ratio of percentage of lime to percentages of silica, alumina and iron oxide) |
- |
4000 |
|
Ratio of percentage of lime to percentages of silica, alumina and iron oxide |
| Clause 5 Table 1(Ratio of percentage of alumina to that of iron oxide,) |
- |
2000 |
|
Ratio of percentage of alumina to that of iron oxide, |
| Clause 5 Table 1(C3S, percent by mass) |
- |
2000 |
|
C3S, percent by mass |
| Clause 5 Table 1(C3A, percent by mass) |
- |
2000 |
|
C3A, percent by mass |
| Clause 5 Table 1(C3S+C2S, percent by mass) |
- |
4000 |
|
C3S+C2S, percent by mass |
| Clause 5 Table 1(Total sulphur content calculated as sulphuric anhydride (SO3)) |
- |
750 |
|
Total sulphur content calculated as sulphuric anhydride (SO3) |
| Clause 5 Table 1(Chloride content) |
- |
750 |
|
Chloride content |
| Clause 5 Table 1(Magnesia) |
- |
750 |
|
Magnesia |
| Clause 5 Table 1(Alkali content) |
- |
2500 |
|
Alkali content |
| Clause 5 Table 1(Total loss on ignition) |
- |
1500 |
|
Total loss on ignition |
| Clause 5 Table 1(Insoluble residue) |
- |
1500 |
|
Insoluble residue |
| Clause 5 Table 1(Free lime) |
- |
1500 |
|
Free lime |
| 6.1 Table 3 iii)
(Granulometric composition of clinker(Size >50 mm)) |
- |
5000 |
|
Granulometric composition of clinker |
| 6.2 Table 3 ii)
(Granulometric composition of clinker(Size 5-50 mm)) |
- |
5000 |
|
Granulometric composition of clinker |
| 6.2 Table 3 i) (Granulometric composition of clinker(Size <5 mm)) |
- |
5000 |
|
Granulometric composition of clinker |
| 6.1 Table 2 iii) c)
IS 4031 (Part 6)(Compressive Strength at 672±4 h) |
- |
5000 |
|
Compressive Strength |
| 6.1 Table 2 iii) a)
IS 4031 (Part 6)(Compressive Strength at 72±1 h) |
- |
5000 |
|
Compressive Strength |
| 6.1 Table 2 ii) b)
IS 4031 (Part 5)(Final Setting time) |
- |
2000 |
|
Initial & Final setting Time |
| 6.1 Table 2 ii) a)
IS 4031 (Part 5)(Initial Setting time) |
- |
2000 |
|
Initial & Final setting Time |
| 6.1 Table 2 i) b)
IS 4031 (Part 3)(Soundness by Autoclave test method) |
- |
3000 |
|
Soundness by Autoclave test method |
| 6.1 Table 2 iii) b)
IS 4031 (Part 6)(Compressive Strength at 168±2 h) |
- |
5000 |
|
Compressive Strength |
| 6.1 Table 2 i) a)
IS 4031 (Part 3)(Soundness by Le-Chatelier method) |
- |
1000 |
|
Soundness by Le-Chatelier method |
|
Complete
|
|
18 Dec, 2027 |
-
- |
| 446 |
Kailtech Test and Research Centre Pvt. Ltd.
| IS 383 (2016) |
Coarse and Fine Aggregate for Concrete - Specification (Third Revision) |
All |
-
|
9000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 5.4.1 (a)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value) |
- |
1000 |
|
mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value |
| 5.4.1 (b)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value) |
- |
1000 |
|
mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value |
| 5.4.2(a)( Aggregates Impact Value) |
- |
1500 |
|
Aggregates Impact Value |
| 5.4.2(b)( Aggregates Impact Value) |
- |
1500 |
|
Aggregates Impact Value |
| 5.4.3(a)( Aggregate Abrasion Value) |
- |
2000 |
|
Aggregate Abrasion Value |
| 5.4.3(b)( Aggregate Abrasion Value) |
- |
2000 |
|
Aggregate Abrasion Value |
| 6.1-Table 7(i)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 80 mm sieve ) |
- |
1000 |
|
All Grading |
| 6.1-Table 7(ii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 63 mm sieve ) |
- |
1000 |
|
All Grading |
| 6.1-Table 7(iii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 40 mm sieve ) |
- |
1000 |
|
All Grading |
| 6.1-Table 7(iv)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 20 mm sieve ) |
- |
1000 |
|
All Grading |
| 6.1-Table 7(v)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 16 mm sieve ) |
- |
1000 |
|
All Grading |
| 6.1-Table 7(vi)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 12.5 mm sieve ) |
- |
1000 |
|
All Grading |
| 6.1-Table 7(vii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 10 mm sieve ) |
- |
1000 |
|
All Grading |
| 6.1-Table 7(viii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 4.75 mm sieve ) |
- |
1000 |
|
All Grading |
| 6.1-Table 7(ix)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 2.36 mm sieve ) |
- |
1000 |
|
All Grading |
| 6.1.1-Table 8(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Class) |
- |
1000 |
|
All Grading |
| 6.1.1-Table 8(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Size) |
- |
1000 |
|
All Grading |
| 6.1.1-Table 8(i)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 160 mm Sieve) |
- |
1000 |
|
All Grading |
| 6.1.1-Table 8(i)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 80 mm Sieve) |
- |
1000 |
|
All Grading |
| 6.1.1-Table 8(ii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 80 mm Sieve) |
- |
1000 |
|
All Grading |
| 6.1.1-Table 8(ii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 40 mm Sieve) |
- |
1000 |
|
All Grading |
| 6.1.1-Table 8(iii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 40 mm Sieve) |
- |
1000 |
|
All Grading |
| 6.1.1-Table 8(iii)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 20 mm Sieve) |
- |
1000 |
|
All Grading |
| 6.1.1-Table 8(iv)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 20 mm Sieve) |
- |
1000 |
|
All Grading |
| 6.1.1-Table 8(iv)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 4.75 mm Sieve) |
- |
1000 |
|
All Grading |
| 6.1.1-Table 8(iv)(SIZE AND GRADING OF AGGREGATES- Sizes of Coarse Aggregates for Mass Concrete- Percentage Passing through 2.36 mm Sieve) |
- |
1000 |
|
All Grading |
| 6.2-Table 7(i)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 80 mm sieve) |
- |
1000 |
|
All Grading |
| 6.2-Table 7(ii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 63 mm sieve) |
- |
1000 |
|
All Grading |
| 6.2-Table 7(iii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 40 mm sieve) |
- |
1000 |
|
All Grading |
| 6.2-Table 7(iv)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 20 mm sieve) |
- |
1000 |
|
All Grading |
| 6.2-Table 7(v)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 16 mm sieve) |
- |
1000 |
|
All Grading |
| 6.2-Table 7(viii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 4.75 mm sieve) |
- |
1000 |
|
All Grading |
| 6.2-Table 7(ix)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 2.36 mm sieve) |
- |
1000 |
|
All Grading |
| 6.3-Table 9(i)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 10mm Sieve ) |
- |
1000 |
|
All Grading |
| 6.3-Table 9(ii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 4.75mm Sieve ) |
- |
1000 |
|
All Grading |
| 6.3-Table 9(iii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 2.36mm Sieve ) |
- |
1000 |
|
All Grading |
| 6.3-Table 9(iv)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 1.18mm Sieve ) |
- |
1000 |
|
All Grading |
| 6.3-Table 9(v)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 600µm Sieve ) |
- |
1000 |
|
All Grading |
| 6.3-Table 9(vi)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 300µm Sieve ) |
- |
1000 |
|
All Grading |
| 6.3-Table 9(vii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 150µm Sieve ) |
- |
1000 |
|
All Grading |
| 6.4-Table 10(i)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 80mm Sieve ) |
- |
1000 |
|
All Grading |
| 6.4-Table 10(ii)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 40mm Sieve ) |
- |
1000 |
|
All Grading |
| 6.4-Table 10(iii)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 20mm Sieve ) |
- |
1000 |
|
All Grading |
| 6.4-Table 10(iv)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 4.75mm Sieve ) |
- |
1000 |
|
All Grading |
| 6.4-Table 10(v)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 600µm Sieve ) |
- |
1000 |
|
All Grading |
| 6.4-Table 10(vi)(SIZE AND GRADING OF AGGREGATES- All-in-Aggregate Grading-Percentage Passing through 150µm Sieve ) |
- |
1000 |
|
All Grading |
| 5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(fine aggregate)) |
- |
1000 |
|
specific gravity |
| 5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (fine aggregate)) |
- |
1000 |
|
Water absorption |
| 5.7-Table-3-(III) IS:14959 (P-2)(Water soluble chloride content (fine aggregate)) |
- |
1000 |
|
Chloride content |
| 5.7-Table-3-(II) IS:4032(Total sulphate content (fine aggregate)) |
- |
1000 |
|
Total Sulphate content |
| 5.6-IS: 2386 (P-7)(Alkali Aggregate Reaction (fine aggregate)) |
- |
3000 |
|
Alkali Aggregate Reaction |
| 5.5-IS: 2386 (P-5)(Soundness (fine aggregate)) |
- |
3000 |
|
Soundness |
| 5.2- TABLE-2- (Note-3) IS-2386 (P-2)(Mica content (fine aggregate)) |
- |
1000 |
|
Mica content |
| 5.2- TABLE-2- (Note-4) IS-2386 (P-2)(Effect of organic impurities on strength of mortar (fine aggregate)) |
- |
1000 |
|
Effect of organic impurities on strength of mortar |
| 5.2- TABLE-2- (Note-4) IS-2386 (P-2)(Organic impurities (fine aggregate)) |
- |
1000 |
|
Organic impurities |
| 5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (fine aggregate)) |
- |
5000 |
|
Total deleterious material |
| 5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (fine aggregate)) |
- |
1000 |
|
Material fine aggregater than 75 micron |
| 5.2- TABLE-2- (ii) IS-2386 (P-2)(Clay lumps (fine aggregate )) |
- |
1000 |
|
Clay lumps |
| 5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (fine aggregate )) |
- |
1000 |
|
Coal and Lignite |
| 5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(coarse aggregate)) |
- |
1000 |
|
specific gravity |
| 5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (coarse aggregate)) |
- |
1000 |
|
Water absorption |
| 5.7-Table-3-(III) BN EN: 1744(Water soluble chloride content (coarse aggregate)) |
- |
1000 |
|
Water soluble chloride content |
| 5.7-Table-3-(II) BN EN: 1744(Total sulphate content (coarse aggregate)) |
- |
1000 |
|
Total sulphate content |
| 5.6-IS: 2386 (P-7)(Alkali Aggregate Reaction (coarse aggregate)) |
- |
3000 |
|
Alkali Aggregate Reaction |
| 5.5-IS: 2386 (P-5)(Soundness (coarse aggregate)) |
- |
3000 |
|
Soundness |
| 5.3-IS: 2386 (P-1)(Combined elongation & flakiness index (coarse aggregate)) |
- |
1000 |
|
Combined elongation & flakiness index |
| 5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (coarse aggregate)) |
- |
5000 |
|
Total deleterious material |
| 5.2- TABLE-2- (iv) IS-2386 (P-2)(Soft fragments (coarse aggregate)) |
- |
1000 |
|
Soft fragments |
| 5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (coarse aggregate)) |
- |
1000 |
|
Material fine aggregater than 75 micron |
| 5.2- TABLE-2- (ii) IS-2386 (P-2)(Clay lumps (coarse aggregate )) |
- |
1000 |
|
Clay lumps |
| 5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (coarse aggregate )) |
- |
1000 |
|
Coal and Lignite |
| 5.3(Flakiness Index) |
- |
1000 |
|
Combined elongation & flakiness index |
| 5.3(Elongation Index) |
- |
1000 |
|
Combined elongation & flakiness index |
| 7.2(Bulk Density Rodded) |
- |
1000 |
|
- |
| 7.2(Bulk Density loose) |
- |
1000 |
|
- |
| 7.2(Moisture Content) |
- |
1000 |
|
- |
| 5.5(Soundness By Magnesium Sulphate) |
- |
3000 |
|
Soundness |
| 7.2(Bulking Of Fine Aggregate) |
- |
1000 |
|
- |
|
Complete
|
|
18 Dec, 2027 |
-
- |
| 447 |
Kailtech Test and Research Centre Pvt. Ltd.
| IS 616 (2017) |
Audio, video and similar electronic apparatus - Safety requirements (Fifth Revision) |
- |
-
|
60000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 5(Marking and instructions) |
- |
3000 |
|
- |
| 7(Heating under normal operating conditions) |
- |
5000 |
|
- |
| 8(Constructional requirements with regard to the protection against electric shock) |
- |
7000 |
|
- |
| 9(Electric shock hazard under normal operating conditions) |
- |
5000 |
|
- |
| 10(Insulation requirements) |
- |
10000 |
|
- |
| 11(Fault conditions) |
- |
5000 |
|
- |
| 12(Mechanical strength) |
- |
7000 |
|
- |
| 13(CLEARANCES and CREEPAGE DISTANCES) |
- |
10000 |
|
- |
| 14(Components) |
- |
2000 |
|
- |
| 15(TERMINALS) |
- |
5000 |
|
- |
| 16(External flexible cords) |
- |
5000 |
|
- |
| 17(Electrical connections and mechanical fixings) |
- |
5000 |
|
- |
| 19(Stability and mechanical hazards) |
- |
5000 |
|
- |
| 20(Resistance to fire) |
- |
5000 |
|
- |
|
Complete
|
|
18 Dec, 2027 |
-
- |
| 448 |
Kailtech Test and Research Centre Pvt. Ltd.
| IS 1079 (2017) |
Hot rolled carbon steel sheet, plate and strip - Specification (Seventh Revision) |
All |
-
|
8115 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl 8(UTM) |
- |
3000 |
|
NA |
| Cl 9(Press) |
- |
1500 |
|
Bend |
| Cl 10(Die Press) |
- |
1500 |
|
Cupping |
| Cl 12(Workmanship) |
- |
500 |
|
Freedom from defects |
| Cl 13(Length, Width & Thickness) |
- |
500 |
|
Dimension |
| 6.1(Carbon %) |
- |
500 |
|
Carbon |
| 6.1(Manganese %) |
- |
500 |
|
Manganese |
| 6.1(Phosphorus %) |
- |
500 |
|
Phosphorous |
| 6.1(Sulphur %) |
- |
500 |
|
Sulphur |
| 6.1(Silicon %) |
- |
500 |
|
Silicon |
| 6.1(Microalloying) |
- |
500 |
|
Microalloying |
| 6.1( Nitrogen%) |
- |
1500 |
|
Nitrogen |
| 6.1( Nb) |
- |
500 |
|
Niobium |
| 6.1( Copper %) |
- |
500 |
|
Copper |
| 6.1( Aluminium %) |
- |
500 |
|
Copper |
| 6.1(V) |
- |
500 |
|
Vanadium |
| 6.1( Ti) |
- |
500 |
|
Titanium |
| 6.1(Cr) |
- |
500 |
|
Chromium |
| 6.1(Mo) |
- |
500 |
|
Molybdenum |
| 6.1(Ni) |
- |
500 |
|
Nickle |
| Cl.13(Out of square) |
- |
500 |
|
Dimension |
| Cl.13(Flatness) |
- |
500 |
|
Dimension |
| Cl.13(Camber) |
- |
500 |
|
Dimension |
| Cl.13(Width) |
- |
500 |
|
Dimension |
| Cl.13(Thickness) |
- |
500 |
|
Dimension |
| Cl. 8.3, Cl. 8.3.1
Table 5 and Table 6(Percentage Elongation After Fracture at 5.65√A Gauge length) |
- |
3000 |
|
Elongation |
| Cl. 8.3, Cl. 8.3.1
Table 5 and Table 6(Percentage Elongation After Fracture at 80 mm Gauge length) |
- |
3000 |
|
Elongation |
| Cl. 8.3, Cl. 8.3.1
Table 5 and Table 6(Percentage Elongation After Fracture at 50 mm Gauge length) |
- |
3000 |
|
Elongation |
| Cl. 8.3, Cl. 8.3.1
Table 6(0.2% Proof Stress/Yield Stress) |
- |
3000 |
|
0.2% Proof Stress/Yield Stress |
|
Complete
|
|
18 Dec, 2027 |
-
- |
| 449 |
Kailtech Test and Research Centre Pvt. Ltd.
| IS 4923 (2017) |
Hollow steel sections for structural use - Specification (Third Revision) |
All |
-
|
8500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl.7.1(Carbon- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
Carbon |
| Cl.7.1(Manganese- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
Manganese |
| Cl.7.1(Sulphur- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
Sulphur |
| Cl.7.1(Phosphorus- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
Phosphorous |
| Cl.7.1(Silicon- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
Silicon |
| Cl.7.1(Nitrogen- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
Nitrogen |
| Cl.7.1(Aluminium- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
100 |
|
Aluminium |
| Cl.7.1(Copper- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
100 |
|
Aluminium |
| Cl.7.1(Niobium- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
100 |
|
Niobium |
| Cl.7.1(Vanadium- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
100 |
|
Vanadium |
| Cl.7.1(Titanium- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
100 |
|
Titanium |
| Cl.7.1(Carbon Equivalent-IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
300 |
|
Carbon Equivalent |
| Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Depth)) |
- |
500 |
|
Dimension |
| Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Width)) |
- |
500 |
|
Dimension |
| Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections(Thickness)) |
- |
500 |
|
Dimension |
| Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Weigth)) |
- |
500 |
|
Dimension |
| Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Area of Section)) |
- |
500 |
|
Dimension |
| Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Moment of Inertia)) |
- |
500 |
|
Dimension |
| Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Moment of Inertia about X-X)) |
- |
500 |
|
Dimension |
| Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Moment of Inertia about Y-Y)) |
- |
500 |
|
Dimension |
| Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Radius of Gyration)) |
- |
500 |
|
Dimension |
| Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Radius of Gyration about X-X)) |
- |
500 |
|
Dimension |
| Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections(Radius of Gyration about Y-Y)) |
- |
500 |
|
Dimension |
| Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections(Elastic Modulus)) |
- |
500 |
|
Dimension |
| Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Elastic Modulus about X-X)) |
- |
500 |
|
Dimension |
| Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Elastic Modulus about Y-Y)) |
- |
500 |
|
Dimension |
| Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Plastic Modulus)) |
- |
500 |
|
Dimension |
| Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Plastic Modulus about X-X)) |
- |
500 |
|
Dimension |
| Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections(Plastic Modulus about Y-Y)) |
- |
500 |
|
Dimension |
| Cl. 10.1, 14.1, 18.1(Straightness) |
- |
500 |
|
Dimension |
| Cl. 10.2, Fig 1(Outside dimension (B)) |
- |
500 |
|
Dimension |
| Cl. 10.2, Fig 1(Outside dimension (H)) |
- |
500 |
|
Dimension |
| Cl. 10.2, Fig 1(Outside dimension (T)) |
- |
500 |
|
Dimension |
| Cl. 10.7, Fig 5(Total twist, V) |
- |
500 |
|
Dimension |
| Cl. 10.4, Fig 2(Concavity, X1) |
- |
500 |
|
Dimension |
| Cl. 10.4, Fig 2(Convexity, X2) |
- |
500 |
|
Dimension |
| Cl. 10.5, Fig 3(Squareness of side) |
- |
500 |
|
Dimension |
| Cl. 10.6, Fig 4(External Corner Radius) |
- |
500 |
|
Dimension |
| Cl. 15.2, Table 3(Tensile Strength- IS 1608) |
- |
7000 |
|
Tensile |
| Cl. 15.2, Table 3(Yield Strength- IS 1608) |
- |
7000 |
|
Tensile |
| Cl. 15.2, Table 3(Elongation- IS 1608) |
- |
7000 |
|
Tensile |
| Cl. 14.1(Exact Length) |
- |
500 |
|
Dimension |
| Cl. 14.1(Random Length) |
- |
500 |
|
Dimension |
| Cl. 14.1(Weight on individual length) |
- |
500 |
|
Dimension |
| Cl. 14.1(Weight on lots of 10 tonnes min) |
- |
500 |
|
Dimension |
| Cl. 18, Note 2(Internal Fin Height (Only for Cold Formed)) |
- |
500 |
|
Dimension |
|
Complete
|
|
18 Dec, 2027 |
-
- |
| 450 |
Kailtech Test and Research Centre Pvt. Ltd.
| IS 5986 (2017) |
Hot rolled steel sheet, plate and strip for forming and flanging purposes - Specification (Fourth Revision) |
All |
-
|
9500 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl 8(UTM) |
- |
5000 |
|
Tensile |
| Cl 9(Press) |
- |
1000 |
|
Bend |
| Cl 10(Sudden Load Applied) |
- |
5000 |
|
Impact |
| Cl 13(Workmanship) |
- |
500 |
|
Freedom from Defects |
| Cl 15(Length, Width & Thickness) |
- |
500 |
|
Dimension |
| 7.1(Carbon %) |
- |
500 |
|
Carbon |
| 7.1(Manganese %) |
- |
500 |
|
Manganese |
| 7.1(Phosphorus %) |
- |
500 |
|
Phosphorous |
| 7.1(Sulphur %) |
- |
500 |
|
Sulphur |
| 7.1(Silicon %) |
- |
500 |
|
Silicon |
| 7.1( Copper %) |
- |
100 |
|
Copper |
| 7.1( Aluminium %) |
- |
500 |
|
Aluminium |
| 7.1( Nb) |
- |
500 |
|
Niobium |
| 7.1(V) |
- |
500 |
|
Vanadium |
| 7.1( Ti) |
- |
500 |
|
Titanium |
| 7.1(Cr) |
- |
500 |
|
Chromium |
| 7.1(Mo) |
- |
500 |
|
Molybdenum |
| 7.1(CE) |
- |
500 |
|
Carbon Equivalent |
| 7.1( Nitrogen%) |
- |
1500 |
|
Nitrogen |
| 7.1( Nitrogen%) |
- |
1500 |
|
NItrogen |
| Cl. 16(Weight) |
- |
500 |
|
Weight |
| Cl 11(Expansion Test) |
- |
2000 |
|
Expansion Test |
| Cl. 15(Thickness) |
- |
500 |
|
Dimension |
| Cl. 15(Width) |
- |
500 |
|
Dimension |
| Cl. 8.3, Table 6 & 7( Elongation at 5.65√A Gauge length) |
- |
5000 |
|
Elongation |
| Cl. 8.3, Table 6 & 7(Elongation at 80 mm gauge length) |
- |
5000 |
|
Elonagtion |
| Cl. 8.3, Table 6 & 7(Elongation at 50 mm gauge length) |
- |
5000 |
|
Elongation |
| Cl. 8.3, Table 6 & 7(Yield strength) |
- |
5000 |
|
Yield Strength |
|
Complete
|
|
18 Dec, 2027 |
-
- |
