| 6931 |
Kailtech Test and Research Centre Pvt. Ltd., Indore
| 8125636
| IS 432 : Part 2 (1982) |
Mild Steel and Medium Tensile Steel Bars and Hard-Drawn Steel Wire for Concrete Reinforcement: Part 2 Hard-Drawn Steel Wire |
All |
5850 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl 4.1(Workmanship) |
- |
500 |
|
NA |
| Cl 5 & 6(Diameter) |
- |
500 |
|
DIMENSIONS |
| Cl 7(UTM) |
- |
2000 |
|
Tensile |
| Cl 8.3(Bending To Both Side At 90°, Then Straight) |
- |
1500 |
|
Reverse Bend |
| Clause 3.1.1(Sulphur) |
- |
500 |
|
Sulphur |
| Clause 3.1.1(Phosphorus) |
- |
500 |
|
Phosphorous |
| Clause 7.1(Ultimate Tensile Stress) |
- |
2000 |
|
Tensile Strength |
| Cl. 7.1(Proof Stress 0.2 %) |
- |
2000 |
|
Proof Stress 0.2 % |
| Cl. 7.1(Elongation) |
- |
2000 |
|
Elongation |
| Cl. 6.2(Length) |
- |
500 |
|
Dimensions |
|
18 Dec, 2027 |
-
- |
| 6932 |
Kailtech Test and Research Centre Pvt. Ltd., Indore
| 8125636
| IS 1785 : Part 2 (1983) |
Specification for plain hard drawn steel wire for prestressed concrete: Part 2 as - Drawn wire (First Revision) |
All |
6000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl 5.1(Diameter) |
- |
500 |
|
Dimensions |
| Cl 5.1.2(Weight) |
- |
500 |
|
Dimension |
| Cl 6.1(Tensile Test On UTM) |
- |
3000 |
|
Tensile Test |
| Cl 6.2(Tensile Test On UTM) |
- |
3000 |
|
Tensile Test |
| Cl 6.3(Tensile Test On UTM) |
- |
1500 |
|
Reverse Bend |
| Cl. 7.4(0.2 % Proof Stress ) |
- |
300 |
|
0.2 % Proof Stress |
| Cl. 7.5(Ductility/ Reverse Bend Test) |
- |
1500 |
|
Reverse Bend |
| Clause 3.3(Workmanship ) |
- |
500 |
|
Workmanship (General) |
| Clause 3.4(Surface Finish) |
- |
500 |
|
Surface Finish (Freedom from Defects) |
|
18 Dec, 2027 |
-
- |
| 6933 |
Kailtech Test and Research Centre Pvt. Ltd., Indore
| 8125636
| IS 2185 : Part 2 (1983) |
Specification for concrete masonry units: Part 2 hollow and solid lightweight concrete blocks (First Revision) |
All |
20000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 8.7(Moisture Movement) |
- |
3000 |
|
- |
| 8.6(Drying shrinkage) |
- |
7500 |
|
- |
| 8.5, Table 1(Water Absorption) |
- |
3000 |
|
- |
| 8.4, Table 1(Compressive strength) |
- |
5000 |
|
- |
| 8.3(Block Density) |
- |
1000 |
|
- |
| 3.2.5(Thickness of Web) |
- |
1000 |
|
All Dimension |
| 3.2.5(Face Shell Thickness) |
- |
1000 |
|
All Dimension |
| 3.2(Width) |
- |
1000 |
|
All Dimension |
| 3.2(Height) |
- |
1000 |
|
All Dimension |
| 3.2(Length) |
- |
1000 |
|
All Dimension |
|
18 Dec, 2027 |
-
- |
| 6934 |
Kailtech Test and Research Centre Pvt. Ltd., Indore
| 8125636
| IS 712 (1984) |
Specification for building limes (Third Revision) |
All |
12000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl. 4.1 - Table 1 - i(Calcium and Magnesium Oxides, on ignited basis - IS 6932 (part 1) : 1973) |
- |
4000 |
|
Calcium and Magnesium Oxides, on ignited basis |
| Cl. 4.1 - Table 1 - ii(Magnesium Oxides, on ignited basis - IS 6932 (part 1) : 1973) |
- |
2000 |
|
Magnesium Oxides, on ignited basis |
| Cl. 4.1 - Table 1 - iii(Silica, Alumina and Ferric oxide, on ignited basis - IS 6932 (part 1) : 1973) |
- |
3000 |
|
Silica, Alumina and Ferric oxide, on ignited basis |
| Cl. 4.1 - Table 1 - iv(Unhydrated Magnesium oxide, on ignited basis - IS 6932 (part 5) : 1973) |
- |
1000 |
|
Unhydrated Magnesium oxide, on ignited basis |
| Cl. 4.1 - Table 1 - v(Insoluble Residue in dilute acid and alkali, on ignited basis - IS 6932 (part 1) : 1973) |
- |
1500 |
|
Insoluble Residue in dilute acid and alkali, on ignited basis |
| Cl. 4.1 - Table 1 - vi(Carbondioxide on oven dried basis - IS 6932 (part 2) : 1973) |
- |
2000 |
|
Carbondioxide on oven dried basis |
| Cl. 4.1 - Table 1 - vii(Free moisture content - IS 1514 : 1959) |
- |
2000 |
|
Free moisture content |
| Cl. 4.1 - Table 1 - viii(Available lime as CaO (dry basis) - IS 1514 : 1959) |
- |
3000 |
|
Available lime as CaO (dry basis) |
| cl 4, Table 2(Physical reqd) |
- |
12000 |
|
Complete Charges (Physical & Chemical) |
| Clauses 5.1 Table No. 2, SI No. (i) a)
(Fineness- (Residue on 2.36 mm IS Sieve)) |
- |
3000 |
|
Fineness, Residue on 2.36mm ,300 micron and 212 micron IS sieve |
| Clauses 5.1 Table No. 2, SI No. (i) b)
(Fineness- (Residue on 300 micron IS Sieve)) |
- |
3000 |
|
Fineness, Residue on 2.36mm ,300 micron and 212 micron IS sieve |
| Clauses 5.1 Table No. 2, SI No. (i) c)
(Fineness- (Residue on 212 micron IS Sieve)) |
- |
3000 |
|
Fineness, Residue on 2.36mm ,300 micron and 212 micron IS sieve |
| Clauses 5.1 Table No. 2, SI No. (ii) a)
(Residue on slaking (Residue on 850 micron IS sieve)) |
- |
5000 |
|
Residue on slaking,
Residue on 850micron and 300 micron IS sieve |
| Clauses 5.1 Table No. 2, SI No. (ii) b)
(Residue on slaking (Residue on 300 micron IS sieve)) |
- |
5000 |
|
Residue on slaking,
Residue on 850micron and 300 micron IS sieve |
| Clauses 5.1 Table No. 2, SI No. (iii) a)
(Initial Setting time) |
- |
12000 |
|
Complete Charges (Physical & Chemical) |
| Clauses 5.1 Table No. 2, SI No. (iii) b)
(Final Setting time) |
- |
12000 |
|
Complete Charges (Physical & Chemical) |
| Clauses 5.1 Table No. 2, SI No. (iv) a)
(Compressive strength at 14 days) |
- |
12000 |
|
Complete Charges (Physical & Chemical) |
| Clauses 5.1 Table No. 2, SI No. (iv) b)
(Compressive strength at 28 days) |
- |
12000 |
|
Complete Charges (Physical & Chemical) |
| Clauses 5.1 Table No. 2, SI No. (v)
(Transverse strength at 28 days) |
- |
12000 |
|
Complete Charges (Physical & Chemical) |
| Clauses 5.1 Table No. 2, SI No. (vi)
(Workability Bumps) |
- |
12000 |
|
Complete Charges (Physical & Chemical) |
| Clauses 5.1 Table No. 2, SI No. (vii)
(Volume yield) |
- |
12000 |
|
Complete Charges (Physical & Chemical) |
| Clauses 5.1 Table No. 2, SI No. (viii)
(Soundness- Le chatelier Expansion) |
- |
12000 |
|
Complete Charges (Physical & Chemical) |
| Clauses 5.1 Table No. 2, SI No. (ix)
(Popping Pitting) |
- |
12000 |
|
Complete Charges (Physical & Chemical) |
|
18 Dec, 2027 |
-
- |
| 6935 |
Kailtech Test and Research Centre Pvt. Ltd., Indore
| 8125636
| IS 2185 : Part 3 (1984) |
Concrete Masonry Units Part 3 Autoclaved Cellular Aerated Concrete Blocks |
- |
30000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 8.2(Physical requirments-Dimensions-Length) |
- |
2000 |
|
Testing of all Dimensions (Length, Width & Height) |
| 8.2(Physical requirments-Dimensions-Height) |
- |
2000 |
|
Testing of all Dimensions (Length, Width & Height) |
| 8.2(Physical requirments-Dimensions-Width) |
- |
2000 |
|
Testing of all Dimensions (Length, Width & Height) |
| 8.3(Physical requirments- Block density) |
- |
5000 |
|
Block Density |
| 8.4(Physical requirments- Compressive strength) |
- |
5000 |
|
Compressive Strength |
| 8.5(Thermal Conductivity) |
- |
15000 |
|
Thermal Conductivity |
| 8.6( Drying Shrinkage ) |
- |
7500 |
|
Drying Shrinkage |
| 8.1.1(General (Exposed wall construction)) |
- |
2000 |
|
Dimensions and Visual |
| 3.1(Shape) |
- |
2000 |
|
Dimensions and Visual |
| 3.3(Faces & Arises) |
- |
2000 |
|
Dimensions and Visual |
| 3.4(Special Faces) |
- |
2000 |
|
Dimensions and Visual |
| 8.6, 9.4 & 11.5(Grade) |
- |
2000 |
|
Dimensions and Visual |
| 3.2 & 8.2(Indivisual Length) |
- |
2000 |
|
Dimensions and Visual |
| 3.2 & 8.2(Indivisual Width) |
- |
2000 |
|
Dimensions and Visual |
| 3.2 & 8.2(Indivisual Height) |
- |
2000 |
|
Dimensions and Visual |
| 8.3 & 9.1 Table 1(Indivisual Block Density) |
- |
5000 |
|
- |
| 8.4, 9.2 & 11.3(Indivisual Moisture Content) |
- |
5000 |
|
- |
| 8.4, 9.2 & 11.3 & Table 1(Indivisual Compressive strength) |
- |
5000 |
|
- |
| 8.4, 9.2 & 11.3(Indivisual Bulk density) |
- |
5000 |
|
- |
|
18 Dec, 2027 |
-
- |
| 6936 |
Kailtech Test and Research Centre Pvt. Ltd., Indore
| 8125636
| IS 11587 (1986) |
Specification for structural weather resistant steels |
All |
15000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl 8(Tensile Test) |
- |
10000 |
|
NA |
| Cl 9(Bend Test) |
- |
2000 |
|
Bend |
| Cl 11(Flattening Test) |
- |
3000 |
|
Flattening |
| Cl 10(Impact Test) |
- |
5000 |
|
Impact |
| Cl 12(Freedom from Defects) |
- |
500 |
|
Freedom from Defects |
| Cl 13(Dimensions) |
- |
1000 |
|
Dimensions |
| Cl 16(Mass) |
- |
500 |
|
Mass |
| Clause 5.1, Table -1(WR-Fe 480 A, C ) |
- |
500 |
|
Carbon |
| Clause 5.1, Table -1(WR-Fe 480 B, C ) |
- |
500 |
|
Carbon |
| Clause 5.1, Table -1(WR-Fe 500, C) |
- |
500 |
|
Carbon |
| Clause 5.1, Table -1(WR-Fe 480 A, Si) |
- |
500 |
|
Silicon |
| Clause 5.1, Table -1(WR-Fe 500, Si) |
- |
500 |
|
Silicon |
| Clause 5.1, Table -1(WR-Fe 480 B, Si) |
- |
500 |
|
Silicon |
| Clause 5.1, Table -1(WR-Fe 480 A, Mn) |
- |
500 |
|
Manganese |
| Clause 5.1, Table -1(WR-Fe 480 B, Mn) |
- |
500 |
|
Manganese |
| Clause 5.1, Table -1(WR-Fe 500, Mn) |
- |
500 |
|
Manganese |
| Clause 5.1, Table -1(WR-Fe 480 A, P ) |
- |
500 |
|
Phosphorous |
| Clause 5.1, Table -1(WR-Fe 480 B, P ) |
- |
500 |
|
Phosphorous |
| Clause 5.1, Table -1(WR-Fe 500, P) |
- |
500 |
|
Phosphorous |
| Clause 5.1, Table -1(WR-Fe 480 A, S ) |
- |
500 |
|
Sulphur |
| Clause 5.1, Table -1(WR-Fe 480 B, S ) |
- |
500 |
|
Sulphur |
| Clause 5.1, Table -1(WR-Fe 500, S) |
- |
500 |
|
Sulphur |
| Clause 5.1, Table -1(WR-Fe 480 A, Cr ) |
- |
100 |
|
Chromium |
| Clause 5.1, Table -1(WR-Fe 480 A, Ni) |
- |
100 |
|
Nickle |
| Clause 5.1, Table -1(WR-Fe 480 A, Cu) |
- |
100 |
|
Copper |
| Clause 5.1, Table -1(WR-Fe 480 B, Cr ) |
- |
100 |
|
Chromium |
| Clause 5.1, Table -1(WR-Fe 480 B, Cu) |
- |
100 |
|
Copper |
| Clause 5.1, Table -1(WR-Fe 480 B, V) |
- |
100 |
|
Vanadium |
| Clause 5.1, Table -1(WR-Fe 500, Cr) |
- |
100 |
|
Chromium |
| Clause 5.1, Table -1(WR-Fe 500, V) |
- |
100 |
|
Vanadium |
|
18 Dec, 2027 |
-
- |
| 6937 |
Kailtech Test and Research Centre Pvt. Ltd., Indore
| 8125636
| IS 7834 : Part 1 (1987) |
injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 1 General requirements |
NA |
8051.16 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl.4(Minimum Thickness) |
- |
1000 |
|
ok |
| Cl. 5.1.1, 5.1.2, Table 1, Fig 1(Minimum Socket Length) |
- |
1000 |
|
ok |
| Cl. 5.1.1, 5.1.2, Table 1, Fig 1(Mean Socket Internal Diameter at Mid-Point of Socket Length) |
- |
1000 |
|
ok |
| Cl. 5.1.1, 5.1.2, Table 1, Fig 1(Out-of-roundness tolerances of socket inside diameter) |
- |
1000 |
|
ok |
| Cl. 6.1(Stress Relief Test- Appendix A) |
- |
5000 |
|
ok |
| Cl. 6.2(Opacity- Appendix B) |
- |
1000 |
|
ok |
| Cl. 6.3(Effect on Water[(Lead ( first extraction )]- Appendix C) |
- |
1500 |
|
ok |
| Cl. 6.3(Effect on Water[(Lead ( third extraction )]- Appendix C) |
- |
1500 |
|
ok |
| Cl. 6.3(Effect on Water [Dialkyl tin C4, and higher homologues, measured as tin ( third extraction )]- Appendix C) |
- |
1500 |
|
ok |
| Cl. 6.3(Effect on Water [Other toxic substances ( third extraction )]- Appendix C) |
- |
1500 |
|
ok |
| Cl. 6.4(Short-Term Hydraulic Test- Appendix D) |
- |
5000 |
|
ok |
| 6.1.1(VCM Content Test) |
- |
10000 |
|
OK |
|
18 Dec, 2027 |
-
- |
| 6938 |
Kailtech Test and Research Centre Pvt. Ltd., Indore
| 8125636
| IS 7834 : Part 2 (1987) |
injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 2 Specific requirements for 45 degrees elbows |
- |
9253.50 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 2.2.2, Table 1(45 ̊ Elbow Laying
Length) |
- |
1000 |
|
ok |
| 6.1.1(VCM Content Test) |
- |
10000 |
|
ok |
|
18 Dec, 2027 |
-
- |
| 6939 |
Kailtech Test and Research Centre Pvt. Ltd., Indore
| 8125636
| IS 7834 : Part 3 (1987) |
injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 3 Specific requirements for 90 degree elbows |
- |
8008.31 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| cl 2.2.2(Dimensions) |
- |
1000 |
|
ok |
| 6.1.1(VCM Content Test) |
- |
10000 |
|
ok |
|
18 Dec, 2027 |
-
- |
| 6940 |
Kailtech Test and Research Centre Pvt. Ltd., Indore
| 8125636
| IS 7834 : Part 4 (1987) |
injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 4 Specific requirements for 90 degree tees |
- |
9132.35 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 2.2.2, Table 1(90 ̊ Elbow Laying
Length) |
- |
1000 |
|
ok |
| 6.1.1(VCM Content Test) |
- |
10000 |
|
OK |
|
18 Dec, 2027 |
-
- |
| 6941 |
Kailtech Test and Research Centre Pvt. Ltd., Indore
| 8125636
| IS 7834 : Part 5 (1987) |
Injection Moulded PVC Socket Fittings With Solvent Cement Joints for Water Supplies - Part 5 : Specific Requirements for 45 degree Tees |
- |
9316.27 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 2.2.2, Table 1(45 ̊ Tees Laying
Length, Z) |
- |
1000 |
|
ok |
| 6.1.1(VCM Content Test) |
- |
10000 |
|
OK |
|
18 Dec, 2027 |
-
- |
| 6942 |
Kailtech Test and Research Centre Pvt. Ltd., Indore
| 8125636
| IS 7834 : Part 6 (1987) |
injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 6 Specific requirements for sockets |
- |
8922.30 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 2.2.2, Table 1(Socket Laying
Length) |
- |
1000 |
|
ok |
| 6.1.1(VCM Content Test) |
- |
10000 |
|
OK |
|
18 Dec, 2027 |
-
- |
| 6943 |
Kailtech Test and Research Centre Pvt. Ltd., Indore
| 8125636
| IS 7834 : Part 7 (1987) |
injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 7 Specific requirements for unions |
- |
9132.35 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 2.2.2, Table 1(Union Laying
Length) |
- |
1000 |
|
ok |
| 6.1.1(VCM Content Test) |
- |
10000 |
|
OK |
|
18 Dec, 2027 |
-
- |
| 6944 |
Kailtech Test and Research Centre Pvt. Ltd., Indore
| 8125636
| IS 7834 : Part 8 (1987) |
injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 8 Specific requirements for caps |
- |
8051.16 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 2.2.2(diameter of the socket of cap) |
- |
0 |
|
No Test required |
| 6.1.1(VCM Content Test) |
- |
10000 |
|
OK |
|
18 Dec, 2027 |
-
- |
| 6945 |
Kailtech Test and Research Centre Pvt. Ltd., Indore
| 8125636
| IS 8041 (1990) |
Rapid hardening portland cement - Specific4tion (Second Revision) |
All |
10000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 5.1 - Table - 1 i(Ratio of percentage of lime to percentages of silica, alumina and iron oxide - Cl 4 of IS 4032:1985) |
- |
3000 |
|
atio of percentage of lime to percentages of silica, alumina and iron oxide |
| 5.1 - Table - 1 ii(Ratio of percentage of alumina to that of iron oxide - Cl 4 of IS 4032:1985) |
- |
2000 |
|
Ratio of percentage of alumina to that of iron oxide |
| 5.1 - Table - 1 iii(Insoluble residue - Cl 4.10 of IS 4032:1985) |
- |
1500 |
|
Insoluble residue |
| 5.1 - Table - 1 iv(Magnesia - Cl 4.8 of IS 4032:1985) |
- |
1000 |
|
Magnesia |
| 5.1 - 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 (SO3) |
| 5.1 - Table - 1 vi(Total loss on ignition - Cl 4.2 of IS 4032:1985) |
- |
1000 |
|
Total loss on ignition |
| 6.1(Fineness 4031 Part 2) |
- |
1000 |
|
Fineness |
| 6.2.1(Expansion by Le Chatelier- 4031 Part 3) |
- |
1000 |
|
Expansion by Le Chatelier |
| 6.2.1(Expansion by Autoclave- 4031 Part 3) |
- |
3000 |
|
Expansion by Autoclave |
| 6.3 a)(Setting Time Initial- 4031 Part 5) |
- |
2000 |
|
Setting Time Initial & Final |
| 6.3 b)(Setting Time Final- 4031 Part 5) |
- |
2000 |
|
Setting Time Initial & Final |
| 6.4 a)(Compressive Strength At 24 hrs ± 30 minutes - IS 4031 Part 6) |
- |
5000 |
|
Compressive Strength (All Ages) |
| 6.4 b)(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6) |
- |
5000 |
|
Compressive Strength (All Ages) |
| 6.5(Transverse Strength - IS 4031 Part 8 (Optional)) |
- |
5000 |
|
Compressive Strength (All Ages) |
|
18 Dec, 2027 |
-
- |
| 6946 |
Kailtech Test and Research Centre Pvt. Ltd., Indore
| 8125636
| IS 7887 (1992) |
Mild steel wire rod for general engineering purposes - Specification (First Revision) |
All |
7320 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl 8(Workmanship) |
- |
1000 |
|
NA |
| Cl 9(Nominal Diameter & Out Of Shape) |
- |
1000 |
|
Dimensions |
| 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( Aluminium %) |
- |
500 |
|
Aluminium |
| Cl. 9(Out of Shape) |
- |
1000 |
|
Dimension |
|
18 Dec, 2027 |
-
- |
| 6947 |
Kailtech Test and Research Centre Pvt. Ltd., Indore
| 8125636
| IS 13487 (1992) |
Irrigation equipment - Emitters - Specification |
- |
5000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 7.2(Flow path in emitters) |
- |
2000 |
|
OK |
| 7.3.1(Resistance to Hydrostatic pressure) |
- |
3000 |
|
OK |
| 7.3.2(Resistance to Hydrostatic pressure) |
- |
3000 |
|
OK |
| 7.3.3(Resistance to Hydrostatic pressure) |
- |
3000 |
|
OK |
| 7.4.1(Emitter Pull Out In-line emitters) |
- |
2000 |
|
OK |
| 8.1.2(Uniformity of Emission Rate Unregulated emitters) |
- |
2000 |
|
OK |
| 8.1.2(Uniformity of Emission Rate Unregulated emitters) |
- |
2000 |
|
OK |
| 8.1.3(Uniformity of Emission Rate Regulated emitters) |
- |
2000 |
|
OK |
| 8.2.2(Emission rate as a function of inlet pressure Unregulated emitters) |
- |
2000 |
|
OK |
| 8.2.3(Emission rate as a function of inlet pressure Regulated emitters) |
- |
2000 |
|
OK |
| 8.3(Determination of Emitter Exponent) |
- |
5000 |
|
OK |
|
18 Dec, 2027 |
-
- |
| 6948 |
Kailtech Test and Research Centre Pvt. Ltd., Indore
| 8125636
| IS 13757 (1993) |
Burnt Clay Fly Ash Building Bricks-specification |
All |
10000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 5.0(GENERAL QUALITY) |
- |
1000 |
|
General Requirement |
| 6.1(Dimensions) |
- |
2000 |
|
All Dimensions and Tolerance |
| 6.2(Tolerances) |
- |
2000 |
|
All Dimensions and Tolerance |
| 7.1(Compressive Strength) |
- |
4000 |
|
Compressive Strength |
| 7.3(Efforescence) |
- |
1500 |
|
Efflorescence |
|
18 Dec, 2027 |
-
- |
| 6949 |
Kailtech Test and Research Centre Pvt. Ltd., Indore
| 8125636
| IS 6527 (1995) |
Stainless steel wire rods - Specification (First Revision) |
All |
20000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl 9(Tensile & Hardness) |
- |
8500 |
|
Tensile and Hardness |
| Cl 10(Diameter & Out Of Round) |
- |
500 |
|
Dimension |
| Cl. 10.1(Out of Round) |
- |
500 |
|
Dimension |
| Cl. 6(Freedom from defects) |
- |
500 |
|
Freedom from Defects |
| Cl. 9 .1 Table 3(0.2 % Proof Stress ) |
- |
7500 |
|
0.2 % Proof Stress |
| Cl. 9 .1 Table 3(Elongation) |
- |
7500 |
|
Elongation |
| Cl. 9.2 Table 4(Hardness) |
- |
1000 |
|
Hardness |
|
18 Dec, 2027 |
-
- |
| 6950 |
Kailtech Test and Research Centre Pvt. Ltd., Indore
| 8125636
| IS 6528 (1995) |
Stainless steel wire - Specification (First Revision) |
All |
20000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Table 7(Workmanship) |
- |
14250 |
|
Chemical Composition |
| Cl 6(Workmanship) |
- |
1000 |
|
Freedom from Defects |
| Cl 9.1 & Table 3(Diameter & Out Of Round) |
- |
1000 |
|
Dimensions |
| Cl 10(UTM) |
- |
7500 |
|
Tensile Test |
|
18 Dec, 2027 |
-
- |
| 6951 |
Kailtech Test and Research Centre Pvt. Ltd., Indore
| 8125636
| IS 3975 (1999) |
Low carbon galvanized steel wires, formed wires and tapes for armouring of cables - Specification (Third Revision) |
All |
4050 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 7(Dimensions) |
- |
1000 |
|
NA |
| 11(Freedom from defects) |
- |
1000 |
|
Freedom from Defects |
| 9.1(Galvanizing Requirements ) |
- |
1000 |
|
Mass of Coating |
| 9.2(Galvanizing Requirements ) |
- |
1000 |
|
Uniformity of Coating |
| 9.3(Galvanizing Requirements ) |
- |
2000 |
|
Adhesion Test |
| 8.1(Mechanical Properties (as per table 5 of IS 1608)) |
- |
3000 |
|
Tensile |
| 8.2(Mechanical Properties (as per IS 1717)) |
- |
2000 |
|
Torsion |
| 8.3(Mechanical Properties (as per IS 1755)) |
- |
2000 |
|
Wrapping |
| 8.4(Mechanical Properties (as per IS 10810(Part- 42))) |
- |
2000 |
|
Resistance Test |
| 7(Dimensions) |
- |
1000 |
|
Dimension |
| 8.1(Mechanical Properties (as per table 5 of IS 1608)) |
- |
3000 |
|
Elongation |
|
18 Dec, 2027 |
-
- |
| 6952 |
Kailtech Test and Research Centre Pvt. Ltd., Indore
| 8125636
| IS 9103 (1999) |
Specification for Concrete Admixtures - |
All |
35000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl 4, Table 1A(Slump) |
- |
3000 |
|
Slump |
| Cl 4, Table 1 B(Flow) |
- |
5000 |
|
Flow |
| Cl 4, Table 1 B(Loss of workability on standing) |
- |
5000 |
|
Loss of Workability on Standing |
| Cl 4, Table 1 B(Minimum compressive strength ( 7 Days,28 Days, 6 Month and 1 Year)) |
- |
5000 |
|
Time of setting, allowable deviation from control sample hours |
| Cl 4, Table 1A(Water Content, percent of control sample, Max) |
- |
5000 |
|
Time of setting, allowable deviation from control sample hours |
| Cl 4, Table 1A(Time of setting, allowable deviation from control sample hours) |
- |
5000 |
|
Time of setting, allowable deviation from control sample hours |
| Cl 4, Table 1A(Compressive strength, percent of control sample, Min) |
- |
5000 |
|
Compressive strength, percent of control sample |
| Cl 4, Table 1A(Flexural strength, percent of control sample, Min) |
- |
5000 |
|
Flexural strength, percent of control sample |
| Cl 4, Table 1A(Length change, percent increase over control sample, Max) |
- |
5000 |
|
Length change, percent increase over control sample |
| Cl 4, Table 1A(Bleeding, percent increase over control sample, Max) |
- |
5000 |
|
Bleeding, percent increase over control sample |
| Cl 4, Table 1A(Air content (%), Max, over control) |
- |
5000 |
|
Air content (%), Max, over control |
| Clause 9, Table- 2( pH) |
- |
750 |
|
pH |
| Clause 9, Table- 2(Dry material content ) |
- |
1000 |
|
Dry Material Content |
| Clause 9, Table- 2(Ash content) |
- |
750 |
|
Ash Content |
| Clause 9, Table- 2(Relative density) |
- |
750 |
|
Relative Density |
| Clause 9, Table- 2(Chloride ion content) |
- |
1500 |
|
Chloride Content |
| 4, Table 1B( minimum Compressive strength percent of control mix concrete 7 days) |
- |
- |
|
- |
| Clause 4, Table 1A, SI no. (iii)
(Initial time of setting allowable deviation from control sample) |
- |
- |
|
- |
| 4, Table 1A(Compressive strength percent of control Sample 1 Day ) |
- |
- |
|
- |
| 4, Table 1A(Flexural strength percent of control Sample 3 Day) |
- |
- |
|
- |
| 4, Table 1A(Length Change percent Increase over control Sample 28 Day) |
- |
- |
|
- |
| 4, Table 1B( minimum Compressive strength percent of control mix concrete 28 days) |
- |
- |
|
- |
| 4, Table 1B( minimum Compressive strength percent of control mix concrete 6 Months days) |
- |
- |
|
- |
| 4, Table 1B( minimum Compressive strength percent of control mix concrete 1 Year ) |
- |
- |
|
- |
| Clause 4, Table 1A, SI no. (iii)
(Final time of setting allowable deviation from control sample) |
- |
- |
|
- |
| 4, Table 1A(Compressive strength percent of control Sample 3 Days) |
- |
- |
|
- |
| 4, Table 1A(Compressive strength percent of control Sample 7 Days) |
- |
- |
|
- |
| 4, Table 1A(Compressive strength percent of control Sample 28 Days ) |
- |
- |
|
- |
| 4, Table 1A(Compressive strength percent of control Sample 6 Months ) |
- |
- |
|
- |
| 4, Table 1A(Compressive strength percent of control Sample 1 year ) |
- |
- |
|
- |
| 4, Table 1A(Flexural strength percent of control Sample 7 Day) |
- |
- |
|
- |
| 4, Table 1A(Flexural strength percent of control Sample 28 Day) |
- |
- |
|
- |
| 4, Table 1A(Length Change percent Increase over control Sample 6 Month) |
- |
- |
|
- |
| 4, Table 1A(Length Change percent Increase over control Sample 1 year) |
- |
- |
|
- |
|
18 Dec, 2027 |
-
- |
| 6953 |
Kailtech Test and Research Centre Pvt. Ltd., Indore
| 8125636
| IS 1786 (2008) |
High strength deformed steel bars and wires for concretere inforcement - Specification (Fourth Revision) |
All |
21000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| Cl 9.4(Load In Other Direction From Bend) |
- |
2000 |
|
None |
| Cl 9.3(Load In One Direction) |
- |
1000 |
|
None |
| Cl 8.1(UTM) |
- |
3000 |
|
None |
| Cl 7.2(Weight) |
- |
750 |
|
None |
| Cl 6.1(Length, Width & Thickness) |
- |
750 |
|
None |
| Cl 5(Deformations and Surface Characteristics) |
- |
10000 |
|
Deformations and Surface Characteristics (Pull Out Test) |
| 4.1(Carbon %) |
- |
500 |
|
Carbon |
| 4.1(Manganese %) |
- |
500 |
|
Manganese |
| 4.1(Sulphur %) |
- |
500 |
|
Sulphur |
| 4.1(Phosphorus %) |
- |
500 |
|
Phosphorous |
| 4.1( Nitrogen%) |
- |
1500 |
|
Nitrogen |
| 4.1(Silicon %) |
- |
500 |
|
Silicon |
| 4.1(Ni) |
- |
1500 |
|
Nickle |
| 4.1(Cr) |
- |
750 |
|
Chromium |
| 4.1(Mo) |
- |
750 |
|
Molybdenum |
| 4.1( Copper %) |
- |
750 |
|
Copper |
| 4.1(V) |
- |
1500 |
|
Vanadium |
| 4.1( Ti) |
- |
1500 |
|
Titanium |
| 4.1( Nb) |
- |
1500 |
|
Niobium |
| 4.1( Aluminium %) |
- |
500 |
|
Aluminium |
| 4.1(Sulphur and phosphorous) |
- |
500 |
|
Sulphur and Phosphorous |
| 4.1(CE) |
- |
500 |
|
Carbon Equivalent |
| Cl.9.4 & Cl. 9.4.1(Rebend test) |
- |
2000 |
|
Rebend Test |
| Cl. 9.3, Table 4(Bend Test ) |
- |
1000 |
|
Bend Test |
| Cl. 8.1 Table 3(Tensile Strength (TS)) |
- |
3000 |
|
Tensile Test |
| Cl. 7.2 Table -2 (Nominal Mass) |
- |
750 |
|
Nominal Mass |
| Cl. 6.1(Nominal Size) |
- |
750 |
|
Nominal Size (Specified Length) |
| Cl 5(Deformations and Surface Characteristics) |
- |
500 |
|
TS /YS Ratio |
| Cl. 5 (Cl.5 Mean area of ribs/unit length (Ar), ) |
- |
1000 |
|
Mean area of ribs/unit length |
| Cl. 5 (Cl. 5 - Mean projected area of transverse ribs (1/3 of Ar)) |
- |
1000 |
|
Mean projected area of transverse ribs |
| Cl. 8.1 Table 3(Yield Stress (YS)) |
- |
3000 |
|
Yield Stress |
| Cl. 8.1 Table 3(Elongation, percentage) |
- |
3000 |
|
Elongation |
| Cl 6.1(Length, Width & Thickness) |
- |
3000 |
|
Maximum Extension |
| Cl 8.1(UTM) |
- |
3000 |
|
Elongation at maximum Force |
| Cl 7.2(Weight) |
- |
1000 |
|
Ribs Contributing to Projected Area |
| Cl 9.4(Load In Other Direction From Bend) |
- |
1000 |
|
Gross Cross Sectional Area |
| Cl 9.3(Load In One Direction) |
- |
1000 |
|
Visual Inspection |
| Cl. 4.3(Visual Inspection.) |
- |
1000 |
|
Visual Inspection |
| 5.7(PullOut (Bond Test)) |
- |
5000 |
|
Pull Out |
| 8.18.1 Table 3(Total elongation at maximum force) |
- |
3000 |
|
Total elongation at maximum force |
| Cl. 8.1 Table 3(Maximum Extension) |
- |
3000 |
|
Maximum Extension |
| Cl. 5.2(Surface Characteristics) |
- |
1000 |
|
Surface Characteristics |
| Cl. 6.2, 6.3 Table 1(Gross Cross Sectional Area, A) |
- |
750 |
|
Gross Cross Sectional Area |
| Cl. 5.3 (a)(The ribs contributing the projected area - Longitudinal Ribs) |
- |
1000 |
|
The ribs contributing the projected area - Longitudinal Ribs |
| Cl. 5.3 (b)(The ribs contributing the projected area - Transverse Ribs) |
- |
1000 |
|
The ribs contributing the projected area - Transverse Ribs |
| Cl. 8.1 Table 3(TS/YS Ratio) |
- |
1000 |
|
TS/YS Ratio |
| Cl. 5.7(Date of casting of concrete cubes) |
- |
1000 |
|
Date of casting of concrete cubes |
| Cl. 5.7(Date of testing of concrete cubes) |
- |
1000 |
|
Date of testing of concrete cubes |
| Cl. 5.7(Average compressive strength of cubes at 28 days) |
- |
1000 |
|
Average compressive strength of cubes at 28 days |
| Cl. 5.7(Bond Strength at 0.25 mm slip) |
- |
5000 |
|
Bond Strength at 0.25 mm slip |
|
18 Dec, 2027 |
-
- |
| 6954 |
Bharat Test House Pvt. Ltd. 1668 Sonipat
| 9168306
| IS 2202 : Part 1 (2023) |
WOODEN FLUSH DOOR SHUTTERS SOLID CORE TYPE SPECIFICATION PART 1 PLYWOOD FACE PANELS Seventh Revision |
Wooden Flush Door Shutters (Solid Core Type)-Specification |
10000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 9.1(Workmanship & Finish) |
- |
200 |
|
- |
| 9.2(Workmanship & Finish) |
- |
100 |
|
- |
| 9.3(Workmanship & Finish) |
- |
100 |
|
- |
| 11.1(Dimensions - Height) |
- |
200 |
|
- |
| 11.1(Dimensions - Width) |
- |
100 |
|
- |
| 11.1(Dimensions - Thickness) |
- |
100 |
|
- |
| 11.1(Dimensions - Variation in thickness) |
- |
100 |
|
- |
| 11.1(Dimensions - Squareness) |
- |
100 |
|
- |
| 11.12(End immersion test) |
- |
500 |
|
- |
| 11.13(Knife Test) |
- |
300 |
|
- |
| 11.14(Glue Adhesion Test) |
- |
500 |
|
- |
| 4(GRADE) |
- |
200 |
|
- |
| 4(TYPE) |
- |
100 |
|
- |
| 5(SIZES) |
- |
300 |
|
- |
| 7.1.1(CONSTRUCTION-Blockboard Core) |
- |
200 |
|
- |
| 7.1.1(CONSTRUCTION-Blockboard Core) |
- |
100 |
|
- |
| 7.1.2(CONSTRUCTION-Blockboard Core) |
- |
100 |
|
- |
| 7.3.2(CONSTRUCTION-Stiles and Rails) |
- |
200 |
|
- |
| 7.3.2(a)(CONSTRUCTION-Stiles and Rails-Joints) |
- |
100 |
|
- |
| 7.3.2(b)(CONSTRUCTION-Stiles and Rails-Joints) |
- |
100 |
|
- |
| 7.3.2(c)(CONSTRUCTION-Stiles and Rails-Joints) |
- |
100 |
|
- |
| 7.3.3(CONSTRUCTION-Stiles and Rails) |
- |
100 |
|
- |
| 9.1(WORKMANSHIP AND FINISH) |
- |
100 |
|
- |
| 9.2(WORKMANSHIP AND FINISH) |
- |
100 |
|
- |
| 9.3(WORKMANSHIP AND FINISH) |
- |
100 |
|
- |
| 11.1(Dimensions and Squareness Test) |
- |
200 |
|
- |
| 11.1(Dimensions and Squareness Test) |
- |
200 |
|
- |
| 11.1(Dimensions and Squareness Test) |
- |
200 |
|
- |
| 11.1(Dimensions and Squareness Test) |
- |
200 |
|
- |
| 11.1(Dimensions and Squareness Test) |
- |
200 |
|
- |
| 11.2(General Flatness Test) |
- |
200 |
|
- |
| 11.2(General Flatness Test) |
- |
200 |
|
- |
| 11.2(General Flatness Test) |
- |
200 |
|
- |
| 11.3(Local Planeness Test) |
- |
200 |
|
- |
| 11.4(Impact Indentation Test) |
- |
200 |
|
- |
| 11.4(Impact Indentation Test) |
- |
500 |
|
- |
| 11.5(Flexure Test) |
- |
200 |
|
- |
| 11.5(Flexure Test) |
- |
500 |
|
- |
| 11.6(Edge Loading Test) |
- |
200 |
|
- |
| 11.6(Edge Loading Test) |
- |
200 |
|
- |
| 11.6(Edge Loading Test) |
- |
200 |
|
- |
| 11.6(Edge Loading Test) |
- |
200 |
|
- |
| 11.7.1(Shock Resistance Test) |
- |
500 |
|
- |
| 11.7.2(Shock Resistance Test) |
- |
200 |
|
- |
| 11.8(Buckling Test) |
- |
300 |
|
- |
| 11.8(Buckling Test) |
- |
300 |
|
- |
| 11.8(Buckling Test) |
- |
300 |
|
- |
| 11.9.2(Slamming Test) |
- |
200 |
|
- |
| 11.9.3(Slamming Test) |
- |
200 |
|
- |
| 11.10(Misuse Test) |
- |
200 |
|
- |
| 11.11(Varying Humidity Test) |
- |
300 |
|
- |
| 11.11(Varying Humidity Test) |
- |
300 |
|
- |
| 11.12(End Immersion Test) |
- |
300 |
|
- |
| 11.13(Knife Test) |
- |
300 |
|
- |
| 11.14(Glue Adhesion Test) |
- |
300 |
|
- |
| 11.15(Screw Withdrawal Resistance Test) |
- |
200 |
|
- |
| 11.15(Screw Withdrawal Resistance Test) |
- |
200 |
|
- |
| Clause 4.2(grades specified) |
- |
200 |
|
- |
| Clause 5(SIZES) |
- |
200 |
|
- |
| Clause 6.1.1(species of timber) |
- |
500 |
|
- |
| Clause 6.1.2(list of species) |
- |
200 |
|
- |
| Clause 6.1.3(moisture content) |
- |
200 |
|
- |
| Clause 6.2.1(Plywood) |
- |
500 |
|
- |
| Clause 6.2.2(Decorative plywood) |
- |
200 |
|
- |
| Clause 6.3(Cross-Bands) |
- |
500 |
|
- |
| Clause 6.4.1(Commercial Face
Veneers) |
- |
500 |
|
- |
| Clause 6.4.2(Decorative Face
Veneers) |
- |
200 |
|
- |
| Clause 6.6.1(Adhesives) |
- |
500 |
|
- |
| Clause 6.7(Particle Board) |
- |
500 |
|
- |
| Clause 6.8(Medium density
fibre board) |
- |
500 |
|
- |
| Clause 6.9(Alternative Materials) |
- |
200 |
|
- |
| Clause 7.1(Blockboard Core) |
- |
200 |
|
- |
| Clause 7.2(Particle Board or
Medium Density Fibre) |
- |
200 |
|
- |
| Clause 7.3(Stiles and Rails) |
- |
200 |
|
- |
| Clause 7.4(Levelling) |
- |
200 |
|
- |
| Clause 7.5(Face Panel) |
- |
200 |
|
- |
| Clause 7.6(Lipping) |
- |
200 |
|
- |
| Clause 7.7(Rebating) |
- |
200 |
|
- |
| Clause 7.8(Opening for Glazing) |
- |
200 |
|
- |
| Clause 7.9(Venetian) |
- |
500 |
|
- |
| Clause 8.1(Locks) |
- |
200 |
|
- |
| Clause 9(WORKMANSHIP AND
FINISH) |
- |
200 |
|
- |
| Clause 10.1(Classification of Tests) |
- |
200 |
|
- |
| Clause 11.1(Dimensions and
Squareness Test) |
- |
200 |
|
- |
| Clause 11.2(General Flatness Test) |
- |
200 |
|
- |
| Clause 11.3(Local Planeness Test) |
- |
200 |
|
- |
| Clause 11.4(Impact Indentation Test) |
- |
200 |
|
- |
| Clause 11.5(Flexure Test) |
- |
200 |
|
- |
| Clause 11.6(Edge Loading Test) |
- |
200 |
|
- |
| Clause 11.7(Shock Resistance Test) |
- |
200 |
|
- |
| Clause 11.8(Buckling Resistance Test) |
- |
200 |
|
- |
| Clause 11.9(Slamming Test) |
- |
200 |
|
- |
| Clause 11.10(Misuse Test) |
- |
200 |
|
- |
| Clause 11.11(Varying Humidity Test) |
- |
200 |
|
- |
| Clause 11.12(End Immersion Test) |
- |
200 |
|
- |
| Clause 11.13(Knife Test) |
- |
200 |
|
- |
| Clause 11.14(Glue Adhesion Test) |
- |
200 |
|
- |
| Clause 11.15(Screw Withdrawal
Resistance Test) |
- |
200 |
|
- |
| Clause 12(SAMPLING AND CRITERIA
FOR CONFORMITY) |
- |
200 |
|
- |
| Clause 13(ADDITIONAL REQUIREMENTS
FOR ECO MARK) |
- |
200 |
|
- |
| Clause 14(Marking) |
- |
200 |
|
- |
| 4(Grade, Type and Construction) |
- |
200 |
|
- |
| 5(Sizes and Thickness) |
- |
200 |
|
- |
| 6.1(Timber) |
- |
200 |
|
- |
| 6.2(Plywood for flush door shutter) |
- |
200 |
|
- |
| 6.3(Cross-Bands ) |
- |
200 |
|
- |
| 6.4.1(Commercial Face Veneers) |
- |
200 |
|
- |
| 6.4.2(Decorative face veneers) |
- |
200 |
|
- |
| 6.6(Adhesives) |
- |
200 |
|
- |
| 6.7(Particle Board) |
- |
200 |
|
- |
| 6.8(Medium Density Fibre) |
- |
200 |
|
- |
| 6.9(Alternative Materials) |
- |
200 |
|
- |
| 7(Construction) |
- |
200 |
|
- |
| 8.1(Locks) |
- |
200 |
|
- |
| 8.2(Other Fittings) |
- |
200 |
|
- |
| 9(Workmanship and Finish) |
- |
200 |
|
- |
| 10(Tests) |
- |
200 |
|
- |
| 11.1(Dimensions and Squareness Test) |
- |
200 |
|
- |
| 11.2(General Flatness Test) |
- |
200 |
|
- |
| 11.3(Local Planeness Test) |
- |
200 |
|
- |
| 11.4(Impact Indentation Test) |
- |
200 |
|
- |
| 11.5(Flexure Test) |
- |
200 |
|
- |
| 11.6(Edge Loading Test) |
- |
200 |
|
- |
| 11.7(Shock Resistance Test) |
- |
200 |
|
- |
| 11.8(Buckling Resistance Test) |
- |
200 |
|
- |
| 11.9(Slamming Test) |
- |
200 |
|
- |
| 11.1(Misuse Test) |
- |
200 |
|
- |
| 11.11(Varying Humidity Test) |
- |
200 |
|
- |
| 11.12(End Immersion Test) |
- |
200 |
|
- |
| 11.13(Knife Test) |
- |
200 |
|
- |
| 11.14(Glue Adhesion Test) |
- |
200 |
|
- |
| 11.15(Screw Withdrawal Resistance Test) |
- |
200 |
|
- |
| 14(Marking ) |
- |
200 |
|
- |
| Cl-13(ADDITIONAL REQUIREMENTS FOR ECO
MARK) |
- |
200 |
|
- |
| 9.1(Workmanship & Finish) |
- |
0 |
|
- |
| 9.2(Workmanship & Finish) |
- |
0 |
|
- |
| 9.3(Workmanship & Finish) |
- |
0 |
|
- |
| 11.1(Dimensions - Height) |
- |
0 |
|
- |
| 11.1(Dimensions - Width) |
- |
0 |
|
- |
| 11.1(Dimensions - Thickness) |
- |
0 |
|
- |
| 11.1(Dimensions - Variation in thickness) |
- |
0 |
|
- |
| 11.1(Dimensions - Squareness) |
- |
0 |
|
- |
| 11.12(End immersion test) |
- |
0 |
|
- |
| 11.13(Knife Test) |
- |
0 |
|
- |
| 11.14(Glue Adhesion Test) |
- |
0 |
|
- |
| 4(GRADE) |
- |
0 |
|
- |
| 4(TYPE) |
- |
0 |
|
- |
| 5(SIZES) |
- |
0 |
|
- |
| 7.1.1(CONSTRUCTION-Blockboard Core) |
- |
0 |
|
- |
| 7.1.1(CONSTRUCTION-Blockboard Core) |
- |
0 |
|
- |
| 7.1.2(CONSTRUCTION-Blockboard Core) |
- |
0 |
|
- |
| 7.3.2(CONSTRUCTION-Stiles and Rails) |
- |
0 |
|
- |
| 7.3.2(a)(CONSTRUCTION-Stiles and Rails-Joints) |
- |
0 |
|
- |
| 7.3.2(b)(CONSTRUCTION-Stiles and Rails-Joints) |
- |
0 |
|
- |
| 7.3.2(c)(CONSTRUCTION-Stiles and Rails-Joints) |
- |
0 |
|
- |
| 7.3.3(CONSTRUCTION-Stiles and Rails) |
- |
0 |
|
- |
| 9.1(WORKMANSHIP AND FINISH) |
- |
0 |
|
- |
| 9.2(WORKMANSHIP AND FINISH) |
- |
0 |
|
- |
| 9.3(WORKMANSHIP AND FINISH) |
- |
0 |
|
- |
| 11.1(Dimensions and Squareness Test) |
- |
0 |
|
- |
| 11.1(Dimensions and Squareness Test) |
- |
0 |
|
- |
| 11.1(Dimensions and Squareness Test) |
- |
0 |
|
- |
| 11.1(Dimensions and Squareness Test) |
- |
0 |
|
- |
| 11.1(Dimensions and Squareness Test) |
- |
0 |
|
- |
| 11.2(General Flatness Test) |
- |
0 |
|
- |
| 11.2(General Flatness Test) |
- |
0 |
|
- |
| 11.2(General Flatness Test) |
- |
0 |
|
- |
| 11.3(Local Planeness Test) |
- |
0 |
|
- |
| 11.4(Impact Indentation Test) |
- |
0 |
|
- |
| 11.4(Impact Indentation Test) |
- |
0 |
|
- |
| 11.5(Flexure Test) |
- |
0 |
|
- |
| 11.5(Flexure Test) |
- |
0 |
|
- |
| 11.6(Edge Loading Test) |
- |
0 |
|
- |
| 11.6(Edge Loading Test) |
- |
0 |
|
- |
| 11.6(Edge Loading Test) |
- |
0 |
|
- |
| 11.6(Edge Loading Test) |
- |
0 |
|
- |
| 11.7.1(Shock Resistance Test) |
- |
0 |
|
- |
| 11.7.2(Shock Resistance Test) |
- |
0 |
|
- |
| 11.8(Buckling Test) |
- |
0 |
|
- |
| 11.8(Buckling Test) |
- |
0 |
|
- |
| 11.8(Buckling Test) |
- |
0 |
|
- |
| 11.9.2(Slamming Test) |
- |
0 |
|
- |
| 11.9.3(Slamming Test) |
- |
0 |
|
- |
| 11.10(Misuse Test) |
- |
0 |
|
- |
| 11.11(Varying Humidity Test) |
- |
0 |
|
- |
| 11.11(Varying Humidity Test) |
- |
0 |
|
- |
| 11.12(End Immersion Test) |
- |
0 |
|
- |
| 11.13(Knife Test) |
- |
0 |
|
- |
| 11.14(Glue Adhesion Test) |
- |
0 |
|
- |
| 11.15(Screw Withdrawal Resistance Test) |
- |
0 |
|
- |
| 11.15(Screw Withdrawal Resistance Test) |
- |
0 |
|
- |
| Clause 4.2(grades specified) |
- |
0 |
|
- |
| Clause 5(SIZES) |
- |
0 |
|
- |
| Clause 6.1.1(species of timber) |
- |
0 |
|
- |
| Clause 6.1.2(list of species) |
- |
0 |
|
- |
| Clause 6.1.3(moisture content) |
- |
0 |
|
- |
| Clause 6.2.1(Plywood) |
- |
0 |
|
- |
| Clause 6.2.2(Decorative plywood) |
- |
0 |
|
- |
| Clause 6.3(Cross-Bands) |
- |
0 |
|
- |
| Clause 6.4.1(Commercial Face
Veneers) |
- |
0 |
|
- |
| Clause 6.4.2(Decorative Face
Veneers) |
- |
0 |
|
- |
| Clause 6.6.1(Adhesives) |
- |
0 |
|
- |
| Clause 6.7(Particle Board) |
- |
0 |
|
- |
| Clause 6.8(Medium density
fibre board) |
- |
0 |
|
- |
| Clause 6.9(Alternative Materials) |
- |
0 |
|
- |
| Clause 7.1(Blockboard Core) |
- |
0 |
|
- |
| Clause 7.2(Particle Board or
Medium Density Fibre) |
- |
0 |
|
- |
| Clause 7.3(Stiles and Rails) |
- |
0 |
|
- |
| Clause 7.4(Levelling) |
- |
0 |
|
- |
| Clause 7.5(Face Panel) |
- |
0 |
|
- |
| Clause 7.6(Lipping) |
- |
0 |
|
- |
| Clause 7.7(Rebating) |
- |
0 |
|
- |
| Clause 7.8(Opening for Glazing) |
- |
0 |
|
- |
| Clause 7.9(Venetian) |
- |
0 |
|
- |
| Clause 8.1(Locks) |
- |
0 |
|
- |
| Clause 9(WORKMANSHIP AND
FINISH) |
- |
0 |
|
- |
| Clause 10.1(Classification of Tests) |
- |
0 |
|
- |
| Clause 11.1(Dimensions and
Squareness Test) |
- |
0 |
|
- |
| Clause 11.2(General Flatness Test) |
- |
0 |
|
- |
| Clause 11.3(Local Planeness Test) |
- |
0 |
|
- |
| Clause 11.4(Impact Indentation Test) |
- |
0 |
|
- |
| Clause 11.5(Flexure Test) |
- |
0 |
|
- |
| Clause 11.6(Edge Loading Test) |
- |
0 |
|
- |
| Clause 11.7(Shock Resistance Test) |
- |
0 |
|
- |
| Clause 11.8(Buckling Resistance Test) |
- |
0 |
|
- |
| Clause 11.9(Slamming Test) |
- |
0 |
|
- |
| Clause 11.10(Misuse Test) |
- |
0 |
|
- |
| Clause 11.11(Varying Humidity Test) |
- |
0 |
|
- |
| Clause 11.12(End Immersion Test) |
- |
0 |
|
- |
| Clause 11.13(Knife Test) |
- |
0 |
|
- |
| Clause 11.14(Glue Adhesion Test) |
- |
0 |
|
- |
| Clause 11.15(Screw Withdrawal
Resistance Test) |
- |
0 |
|
- |
| Clause 12(SAMPLING AND CRITERIA
FOR CONFORMITY) |
- |
0 |
|
- |
| Clause 13(ADDITIONAL REQUIREMENTS
FOR ECO MARK) |
- |
0 |
|
- |
| Clause 14(Marking) |
- |
0 |
|
- |
| 4(Grade, Type and Construction) |
- |
0 |
|
- |
| 5(Sizes and Thickness) |
- |
0 |
|
- |
| 6.1(Timber) |
- |
0 |
|
- |
| 6.2(Plywood for flush door shutter) |
- |
0 |
|
- |
| 6.3(Cross-Bands ) |
- |
0 |
|
- |
| 6.4.1(Commercial Face Veneers) |
- |
0 |
|
- |
| 6.4.2(Decorative face veneers) |
- |
0 |
|
- |
| 6.6(Adhesives) |
- |
0 |
|
- |
| 6.7(Particle Board) |
- |
0 |
|
- |
| 6.8(Medium Density Fibre) |
- |
0 |
|
- |
| 6.9(Alternative Materials) |
- |
0 |
|
- |
| 7(Construction) |
- |
0 |
|
- |
| 8.1(Locks) |
- |
0 |
|
- |
| 8.2(Other Fittings) |
- |
0 |
|
- |
| 9(Workmanship and Finish) |
- |
0 |
|
- |
| 10(Tests) |
- |
0 |
|
- |
| 11.1(Dimensions and Squareness Test) |
- |
0 |
|
- |
| 11.2(General Flatness Test) |
- |
0 |
|
- |
| 11.3(Local Planeness Test) |
- |
0 |
|
- |
| 11.4(Impact Indentation Test) |
- |
0 |
|
- |
| 11.5(Flexure Test) |
- |
0 |
|
- |
| 11.6(Edge Loading Test) |
- |
0 |
|
- |
| 11.7(Shock Resistance Test) |
- |
0 |
|
- |
| 11.8(Buckling Resistance Test) |
- |
0 |
|
- |
| 11.9(Slamming Test) |
- |
0 |
|
- |
| 11.1(Misuse Test) |
- |
0 |
|
- |
| 11.11(Varying Humidity Test) |
- |
0 |
|
- |
| 11.12(End Immersion Test) |
- |
0 |
|
- |
| 11.13(Knife Test) |
- |
0 |
|
- |
| 11.14(Glue Adhesion Test) |
- |
0 |
|
- |
| 11.15(Screw Withdrawal Resistance Test) |
- |
0 |
|
- |
| 14(Marking ) |
- |
0 |
|
- |
| Cl-13(ADDITIONAL REQUIREMENTS FOR ECO
MARK) |
- |
0 |
|
- |
|
- |
-
Included w.e.f.13.05.2025 |
| 6955 |
Hi Physix Laboratory India Private Limited, Pune
| 7126926
| IS 302 : Part 2 : Sec 13 (2024) |
Household and Similar Electrical Appliances âSafety Part 2 Particular Requirements Section 13 Deep Fat Fryers, Frying Pans and Similar Appliances (First Revision) |
- |
66000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 7(Marking and instructions) |
- |
2000 |
|
- |
| 8(Protection against access to live parts) |
- |
2000 |
|
- |
| 10(Power input and current) |
- |
2000 |
|
- |
| 11(Heating) |
- |
4000 |
|
- |
| 13.1 &13.2(Leakage current test) |
- |
1500 |
|
- |
| 13.1 &13.3(Electric strength test) |
- |
1500 |
|
- |
| 14(Transient overvoltages) |
- |
2000 |
|
- |
| 15(Moisture resistance) |
- |
4000 |
|
- |
| 15.3(Moisture resistance) |
- |
0 |
|
Testing charges included in Cl.15 |
| 15.101(Moisture resistance) |
- |
0 |
|
Testing charges included in Cl.15 |
| 16.1 &16.2(Leakage current test) |
- |
1500 |
|
- |
| 16.1 & 16.3(Electric strength test) |
- |
1500 |
|
- |
| 17(Overload protection of transformers and associated circuits) |
- |
4000 |
|
- |
| 19.1 to 19.13, Table No. - 9(Abnormal operation) |
- |
8000 |
|
Charges applicable excluding the test of Cl.19.11.4.1 to Cl.19.11.4.7. The testing charges for EMI/EMC Testing (Cl.19.11.4.1 to Cl.19.11.4.7) will be charged extra. |
| 19.101 to to 19.102(Abnormal operation) |
- |
0 |
|
Testing charges included in Cl.19.1 to CL.19.13 |
| 20(Stability and mechanical hazards) |
- |
2000 |
|
- |
| 21(Mechanical strength) |
- |
3000 |
|
- |
| 22(Construction) |
- |
8000 |
|
- |
| 22.101(Construction) |
- |
0 |
|
Testing charges included in Cl.22 |
| 23(Internal wiring) |
- |
2000 |
|
- |
| 24(Components) |
- |
3000 |
|
- |
| 25("Supply connection and
external flexible cords") |
- |
1000 |
|
- |
| 26("Terminals for external
conductors") |
- |
1000 |
|
- |
| 27(Provision for earthing) |
- |
2000 |
|
- |
| 28(Screws and connections) |
- |
1000 |
|
- |
| 29("Clearances, creepage
distances and solid insulation") |
- |
2000 |
|
- |
| 30(Resistance to heat and fire) |
- |
3000 |
|
- |
| 31(Resistance to rusting) |
- |
1000 |
|
- |
| 32("Radiation, toxicity and similar
hazards") |
- |
1000 |
|
- |
|
20 Jun, 2028 |
-
Included w.e.f 25.03.2025
Exclusion: Cl 24 (Components), Cl 32 ("Radiation, toxicity and similar hazards") |
| 6956 |
Unique Test House LLP
| 9134536
| IS 9537 : Part 2 (1981) |
Specification for conduits for electrical installations: Part 2 rigid steel conduits |
ALL GRADE /TYPE/ SIZE |
7000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 6.1(Marking, IS 9537-2) |
- |
200 |
|
- |
| 6.1(Marking, IS 9537-2) |
- |
500 |
|
- |
| 6.1(Marking, IS 9537-2) |
- |
500 |
|
- |
| 6.3(Marking, Cl. 6.4 of IS 9537-1) |
- |
500 |
|
- |
| 6.2(Marking, IS 9537-2) |
- |
500 |
|
- |
| 7.2.1(Dimensions, (Minimum outside Diameter), IS 9537-2) |
- |
500 |
|
- |
| 7.2.2(Dimensions (Maximum outside Diameter), IS 9537-2) |
- |
200 |
|
- |
| 7.3(Dimensions (Wall thickness), IS 9537-2) |
- |
200 |
|
- |
| 7.3.3(Uniformity of wall thickness, IS 9537-2) |
- |
300 |
|
- |
| 7.4(Screw threads, IS 9537-2) |
- |
300 |
|
- |
| 8.1(Construction, Cl. 8 of IS 9537-1) |
- |
200 |
|
- |
| 8.2(Construction, IS 9537-2) |
- |
200 |
|
- |
| 9.2(Mechanical Properties (Bending test), Cl. 9.3 of IS 9537-1) |
- |
2000 |
|
- |
| 9.3(Mechanical Properties (Compression Test), IS 9537-2) |
- |
2500 |
|
- |
| 13(External Influences, IS 9537-2) |
- |
200 |
|
- |
| Cl 13.4.5(External Influence ( Outside tube)) |
- |
200 |
|
- |
| Cl 13.4.6(External Influence ( Inside tube)) |
- |
500 |
|
- |
| 7.1(Dimensions) |
- |
500 |
|
- |
|
07 Sep, 2028 |
-
Included w.e.f. 05.03.2025 |
| 6957 |
INDIAN TESTING LABORATORY PRIVATE LIMITED, GREATER NOIDA
| 8171306
| IS 16647 (2017) |
Oriented unplasticized polyvinyl chloride (Pvc - O) pipes for water supply - Specification |
- |
49000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 5.5( Density, g/cc) |
- |
5000 |
|
- |
| 9 /9.1 / 27 degree centigrate(MECHANICAL CHARACTERISTICS OF PIPES9./ Resistance to Hydrostatic Pressure) |
- |
5000 |
|
- |
| 7.3( Opacity) |
- |
5000 |
|
- |
| 9.2, table -11( Resistance to External Blows at 0 °C) |
- |
5000 |
|
- |
| 8.2 table-9( Pipe Ends) |
- |
2000 |
|
- |
| 5 / 5.1(MATERIALS ) |
- |
5000 |
|
- |
| 5.3(VCM Content) |
- |
5000 |
|
- |
| 5.4( K-Value) |
- |
5000 |
|
- |
| 5.6 / 5.6.1( Material Classification, table -1) |
- |
1000 |
|
- |
| 6.0(CLASSIFICATION OF PIPES, table-2) |
- |
1000 |
|
- |
| 7, see 8.3 and fig-1( GENERAL REQUIREMENTS OF PIPES/ visual appearance) |
- |
5000 |
|
- |
| 7.2( Colour) |
- |
2000 |
|
- |
| 8.1.1, 8.1.1.2, table-3(Dimension of Pipes / Diameter/8.1.1.2 Diameter at any point) |
- |
5000 |
|
- |
| 8.1.2, table 4 to 7(Wall Thickness) |
- |
2000 |
|
- |
| 8.1.3 (Length, meter) |
- |
2000 |
|
- |
| 8.2 table-9(Dimensions of Integral Socket) |
- |
5000 |
|
- |
| 9.3 table-12( Ring Stiffness) |
- |
5000 |
|
- |
| 9.4, annexure-E( Orientation Factor) |
- |
5000 |
|
- |
| 10, table-13( PHYSICAL AND 1CHARACTERISTICS) |
- |
5000 |
|
- |
| 11,11.1( MECHANICAL CHARACTERISTICS OF ASSEMBLIES INCLUDING JOINTS/ 11.1 Assemblies with Non-End-Load-Bearing Joints) |
- |
5000 |
|
- |
| 11.2 / 11.2.1( Short-Term Pressure Test for Leak Tightness of Assemblies) |
- |
5000 |
|
- |
| 11.3( Short-Term Negative Pressure Test for Leak Tightness of Assemblies) |
- |
5000 |
|
- |
| 12(a)( ELASTOMERIC SEALS) |
- |
5000 |
|
- |
| 12(b)( ELASTOMERIC SEALS) |
- |
5000 |
|
- |
| Cl.10, Table 10/1(Vicat Softening Temp (C)) |
- |
5000 |
|
- |
| Cl.10, Table 10/2(Effect on Water) |
- |
10000 |
|
- |
| Cl.10, Table 10/3(Resistant to di-chloromethane (Degree of gelation)) |
- |
2000 |
|
- |
| Cl.10, Table 10/4(Alternate Test (Tensile test)) |
- |
5000 |
|
- |
| Cl.10, Table 10/1(Vicat Softening Temp (C)) |
- |
0 |
|
- |
| Cl.10, Table 10/2(Effect on Water) |
- |
0 |
|
- |
| Cl.10, Table 10/3(Resistant to di-chloromethane (Degree of gelation)) |
- |
0 |
|
- |
| Cl.10, Table 10/4(Alternate Test (Tensile test)) |
- |
0 |
|
- |
| Cl.10, Table 10/1(Vicat Softening Temp (C)) |
- |
0 |
|
- |
| Cl.10, Table 10/2(Effect on Water) |
- |
0 |
|
- |
| Cl.10, Table 10/3(Resistant to di-chloromethane (Degree of gelation)) |
- |
0 |
|
- |
| Cl.10, Table 10/4(Alternate Test (Tensile test)) |
- |
0 |
|
- |
| Cl.10, Table 10/1(Vicat Softening Temp (C)) |
- |
- |
|
- |
| Cl.10, Table 10/2(Effect on Water) |
- |
- |
|
- |
| Cl.10, Table 10/3(Resistant to di-chloromethane (Degree of gelation)) |
- |
- |
|
- |
| Cl.10, Table 10/4(Alternate Test (Tensile test)) |
- |
- |
|
- |
|
15 Aug, 2028 |
-
Included w.e.f.05.05.2025
up to 1000 mm only |
| 6958 |
URS PRODUCTS AND TESTING PVT. LTD. (A29), NOIDA
| 8168906
| IS 14434 (2023) |
POLYCARBONATE MOULDING AND EXTRUSION MATERIALS SPECIFICATION |
-- |
25000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 4.2.2.2(Filler Content) |
- |
1000 |
|
- |
| 5(Melt Volume-Flow Rate (MVR)) |
- |
1000 |
|
- |
| 5.2(Specific Gravity) |
- |
1000 |
|
- |
| 5.3(Flexural Modulus) |
- |
1000 |
|
- |
| 5.4(Charpy Impact Strength, Notched) |
- |
1000 |
|
- |
| 5.5(Deflection Temperature Under 1.82 MPa) |
- |
1000 |
|
- |
| 5.6.1.2(Overall migration) |
- |
1000 |
|
- |
| 4.2.5(Flammability) |
- |
1000 |
|
- |
| 4.2.5(Optical Properties(% Transmittance)) |
- |
1000 |
|
- |
| 4.1(General) |
- |
1000 |
|
- |
| 4.2.2.1(Data Block 2) |
- |
1000 |
|
- |
| 4.2.2.2(Block 2) |
- |
1000 |
|
- |
| 4.2.3(Data Block 3) |
- |
1000 |
|
- |
| 4.2.4 (a)(Melt volume-flow rate) |
- |
1000 |
|
- |
| 4.2.4 (b)(Specific gravity) |
- |
1000 |
|
- |
| 4.2.4 (c)(Flexural modulus) |
- |
1000 |
|
- |
| 4.2.4 (d)(Impact strength) |
- |
1000 |
|
- |
| 4.2.4 (e)(Deflection temperature) |
- |
1000 |
|
- |
| 5.6.1.1(Pigments and colourants) |
- |
1000 |
|
- |
| 5.6.1.2(Overall migration) |
- |
1000 |
|
- |
| 5.6.1.3(Storage and control) |
- |
1000 |
|
- |
| 6(Preparation of Test Specimens) |
- |
1000 |
|
- |
| 8(Packing and Marking) |
- |
1000 |
|
- |
| 4.2.5.2 Table - 6 (i)(Volume resistivity, Min, ohm-cm) |
- |
1000 |
|
- |
| 4.2.5.2 Table - 6 (ii)(Dielectric strength, Min, kV/mm) |
- |
1000 |
|
- |
| 4.2.5.2 Table - 6 (iii)(Dielectric constant at 1 MHz, Max) |
- |
1000 |
|
- |
| 4.2.5.2 Table - 6 (iv)(Dissipation factor at 1 MHz, Max) |
- |
1000 |
|
- |
| 4.2.5.2 Table 6 Sr.No.(i)(Volume resistivity) |
- |
1000 |
|
- |
| 4.2.5.2 Table 6 Sr.No.(ii)(Dielectric strength) |
- |
1000 |
|
- |
| 4.2.5.2 Table 6 Sr.No.(ii)(Dielectric Constant) |
- |
1000 |
|
- |
| 4.2.5.2 Table 6 Sr.No.(ii)(Dissipation factor) |
- |
1000 |
|
- |
|
- |
-
Included w.e.f 21.05.2025 |
| 6959 |
RAMCO RESEARCH AND DEVOLPMENT CENTRE, CHENNAI
| 6183606
| IS 16415 (2015) |
Composite cement - Specification |
43 |
35100 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 7(Physical Requirement) |
- |
15000 |
|
- |
| 7 and Table 3 i(Fineness
IS 4031(Part 2)) |
- |
2000 |
|
- |
| 7 and Table 3 ii a(Soundness, Le-Chate1ier expansion
IS 4031(Part 3) ) |
- |
2000 |
|
- |
| 7 and Table 3 ii b(Soundness, Autoclave expansion
IS 4031(Part 3) ) |
- |
2000 |
|
- |
| 7 and Table 3 iii a(Setting Time ( by Vicat Apparatus), Initial
IS 4031(Part 5)) |
- |
2000 |
|
- |
| 7 and Table 3 iii b(Setting Time ( by Vicat Apparatus ), Final
IS 4031(Part 5)) |
- |
2000 |
|
- |
| 7 and Table 3 iv a(Compretsive Strenqth .72 ± 1 hr
IS 4031(Part 6)) |
- |
3000 |
|
- |
| 7 and Table 3 iv b(Compretsive Strenqth 168 ± 2 hr
IS 4031(Part 6)) |
- |
3000 |
|
- |
| 7 and Table 3 iv c(Compretsive Strenqth 672 ± 4 hr
IS 4031(Part 6)) |
- |
3000 |
|
- |
| 7 and Table 3 v(Drying shrinkage
IS 4031(Part 10)) |
- |
2000 |
|
- |
| 7 and Table 3 i(Fineness
IS 4031(Part 2)) |
- |
2000 |
|
- |
| 7 and Table 3 ii a(Soundness, Le-Chate1ier expansion
IS 4031(Part 3) ) |
- |
2000 |
|
- |
| 7 and Table 3 ii b(Soundness, Autoclave expansion
IS 4031(Part 3) ) |
- |
2000 |
|
- |
| 7 and Table 3 iv a(Compretsive Strenqth .72 ± 1 hr
IS 4031(Part 6)) |
- |
3000 |
|
- |
| 6(Chemical Requirements) |
- |
15500 |
|
- |
| 6 -Table - 2 i(Insoluble residue - Cl 4.10 of IS 4032:1985) |
- |
1800 |
|
- |
| 6 -Table - 2 ii(Magnesia - Cl 4.8 of IS 4032:1985) |
- |
1000 |
|
- |
| 6 -Table - 2 iii(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 4.9 of IS 4032:1985) |
- |
1800 |
|
- |
| 6 -Table - 2 iv(Sulphide sulphur (S) - Cl 6.12 of IS 4032:1985) |
- |
1800 |
|
- |
| 6 -Table - 2 v(Loss on ignition - Cl 4.2 of IS 4032:1985) |
- |
1000 |
|
- |
| 6 -Table - 2 vi(Chloride content - Cl 4.13 of IS 4032:1985) |
- |
1500 |
|
- |
| 6 -Table - 2 i(Insoluble residue - Cl 4.10 of IS 4032:1985) |
- |
1800 |
|
- |
| 6 -Table - 2 ii(Magnesia - Cl 4.8 of IS 4032:1985) |
- |
1000 |
|
- |
| 6 -Table - 2 iii(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 4.9 of IS 4032:1985) |
- |
1800 |
|
- |
| 6 -Table - 2 iv(Sulphide sulphur (S) - Cl 6.12 of IS 4032:1985) |
- |
1800 |
|
- |
| 6 -Table - 2 v(Loss on ignition - Cl 4.2 of IS 4032:1985) |
- |
1000 |
|
- |
| 6 -Table - 2 vi(Chloride content - Cl 4.13 of IS 4032:1985) |
- |
1800 |
|
- |
| Cl. 6.1,Table 2(Alkali content) |
- |
2000 |
|
- |
| Cl. 6.1,Table 2(Chloride content) |
- |
1800 |
|
- |
| Cl. 6.1,Table 2(Loss on ignition) |
- |
1000 |
|
- |
| Cl. 6.1,Table 2(Suilphide sulphur) |
- |
1800 |
|
- |
| Cl. 6.1,Table 2(Total sulphur content calculated as sulphuric anhydride) |
- |
1800 |
|
- |
| Cl. 6.1,Table 2(Magnesia) |
- |
1000 |
|
- |
| Cl. 6.1,Table 2(Insoluble residue) |
- |
1800 |
|
- |
| 7 and Table 3 vi(Transverse strength (optional)
IS 4031(Part 8) ) |
- |
2000 |
|
- |
| 7 and Table 3 iii a(Setting Time ( by Vicat Apparatus), Initial
IS 4031(Part 5)) |
- |
2000 |
|
- |
| 7 and Table 3 iii b(Setting Time ( by Vicat Apparatus ), Final
IS 4031(Part 5)) |
- |
2000 |
|
- |
| 7 and Table 3 iv b(Compretsive Strenqth 168 ± 2 hr
IS 4031(Part 6)) |
- |
3000 |
|
- |
| 7 and Table 3 iv c(Compretsive Strenqth 672 ± 4 hr
IS 4031(Part 6)) |
- |
3000 |
|
- |
| 7 and Table 3 v(Drying shrinkage
IS 4031(Part 10)) |
- |
2000 |
|
- |
| 7(Physical Requirement) |
- |
15500 |
|
- |
| 6(Chemical Requirements) |
- |
15000 |
|
- |
| Cl. 6.1,Table 2(Alkali content) |
- |
2000 |
|
- |
| Cl. 6.1,Table 2(Chloride content) |
- |
1500 |
|
- |
| Cl. 6.1,Table 2(Loss on ignition) |
- |
1500 |
|
- |
| Cl. 6.1,Table 2(Suilphide sulphur) |
- |
1800 |
|
- |
| Cl. 6.1,Table 2(Total sulphur content calculated as sulphuric anhydride) |
- |
1800 |
|
- |
| Cl. 6.1,Table 2(Magnesia) |
- |
1000 |
|
- |
| Cl. 6.1,Table 2(Insoluble residue) |
- |
1800 |
|
- |
| 7(Physical Requirement) |
- |
15500 |
|
- |
| 6(Chemical Requirements) |
- |
15000 |
|
- |
| Cl. 6.1,Table 2(Alkali content) |
- |
2000 |
|
- |
| Cl. 6.1,Table 2(Chloride content) |
- |
1500 |
|
- |
| Cl. 6.1,Table 2(Loss on ignition) |
- |
1500 |
|
- |
| Cl. 6.1,Table 2(Suilphide sulphur) |
- |
1800 |
|
- |
| Cl. 6.1,Table 2(Total sulphur content calculated as sulphuric anhydride) |
- |
1800 |
|
- |
| Cl. 6.1,Table 2(Magnesia) |
- |
1000 |
|
- |
| Cl. 6.1,Table 2(Insoluble residue) |
- |
1800 |
|
- |
| 7(Physical Requirement) |
- |
- |
|
- |
| 6(Chemical Requirements) |
- |
- |
|
- |
| Cl. 6.1,Table 2(Alkali content) |
- |
- |
|
- |
| Cl. 6.1,Table 2(Chloride content) |
- |
- |
|
- |
| Cl. 6.1,Table 2(Loss on ignition) |
- |
- |
|
- |
| Cl. 6.1,Table 2(Suilphide sulphur) |
- |
- |
|
- |
| Cl. 6.1,Table 2(Total sulphur content calculated as sulphuric anhydride) |
- |
- |
|
- |
| Cl. 6.1,Table 2(Magnesia) |
- |
- |
|
- |
| Cl. 6.1,Table 2(Insoluble residue) |
- |
- |
|
- |
|
12 Jan, 2028 |
-
Included w.e.f 18.07.2025
Exclusion: Cl 7 & Table 3(vi) Transverse Strength(optional) |
| 6960 |
Conformity Testing Labs Pvt. Ltd. Unit 2 (A33)
| 8139626
| IS 2993 : Part 2 (2024) |
a.c. Motor Capacitors Part 2 Motor Start Capacitors ( Third Revision ) |
- |
375000 View breakup
-
| Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
| 5.1.7(Voltage test between the terminals) |
- |
5000 |
|
- |
| 5.1.8(Voltage test between terminals and case) |
- |
5000 |
|
- |
| 5.1.9(Capacitance measurement) |
- |
5000 |
|
- |
| 5.1.10(Check of dimensions) |
- |
5000 |
|
- |
| 5.1.11.1(Robustness of terminations) |
- |
5000 |
|
- |
| 5.1.11.2(Soldering) |
- |
5000 |
|
- |
| 5.1.11.3(Vibration) |
- |
5000 |
|
- |
| 5.1.12(Sealing test) |
- |
5000 |
|
- |
| 5.1.13(Endurance test) |
- |
120000 |
|
- |
| 5.1.14(Damp heat test) |
- |
120000 |
|
- |
| 5.1.15(Self-healing test) |
- |
20000 |
|
- |
| 5.1.16(Destruction test) |
- |
30000 |
|
- |
| 5.1.17.1(Ball-pressure test) |
- |
20000 |
|
- |
| 5.1.17.2(Glow-wire test) |
- |
5000 |
|
- |
| 5.1.17.3(Tracking test) |
- |
5000 |
|
- |
| 5.2(Overloads) |
- |
5000 |
|
- |
| 5.3.2(Terminals and connecting cables) |
- |
5000 |
|
- |
| 5.3.3(Earth connections) |
- |
5000 |
|
- |
| 5.3.4(Discharge devices) |
- |
5000 |
|
- |
| 5.3.5(Pollution) |
- |
5000 |
|
- |
| 5.4(Marking) |
- |
5000 |
|
- |
| 6.1.6(Voltage test between the terminals) |
- |
5000 |
|
- |
| 6.1.7(Voltage test between terminals and case) |
- |
5000 |
|
- |
| 6.1.8(Capacitance and power factor measurement) |
- |
5000 |
|
- |
| 6.1.9(Check of dimensions) |
- |
5000 |
|
- |
| 6.1.10.1(Robustness of terminations) |
- |
5000 |
|
- |
| 6.1.10.2(Soldering) |
- |
5000 |
|
- |
| 6.1.10.3(Vibration) |
- |
5000 |
|
- |
| 6.1.10.4(Fixing bolt or stud (if fitted)) |
- |
5000 |
|
- |
| 6.1.10.5(Rapid change of temperature) |
- |
5000 |
|
- |
| 6.1.11(Sealing test) |
- |
5000 |
|
- |
| 6.1.12(Endurance test) |
- |
120000 |
|
- |
| 6.1.13(Damp heat test) |
- |
120000 |
|
- |
| 6.1.14(Pressure relief test) |
- |
5000 |
|
- |
| 6.3.1(Creepage distances and clearances) |
- |
5000 |
|
- |
| 6.4(Marking) |
- |
5000 |
|
- |
| 7.2.1(Measurement of working voltage) |
- |
5000 |
|
- |
| 7.2.2(Influence of capacitance) |
- |
5000 |
|
- |
| 7.3(Checking capacitor temperature) |
- |
5000 |
|
- |
| 7.4(Checking transients) |
- |
5000 |
|
- |
| 7.5(Storage of electrolytic capacitors) |
- |
5000 |
|
- |
| Annex A(Test voltage) |
- |
5000 |
|
- |
| 5.1.1.1(General) |
- |
5000 |
|
- |
| 5.3.1(Creepage distances and clearances) |
- |
5000 |
|
- |
| 6.1.15.1(Ball-pressure test) |
- |
20000 |
|
- |
| 6.1.15.2(Glow-wire test) |
- |
25000 |
|
- |
| 6.1.15.3(Tracking test) |
- |
5000 |
|
- |
| 6.2(Overloads) |
- |
5000 |
|
- |
| 6.3.2(Terminals and connecting cables) |
- |
5000 |
|
- |
| 6.3.3(Earth connections) |
- |
5000 |
|
- |
| 6.3.4(Discharge devices) |
- |
5000 |
|
- |
| 6.3.5(Pollution) |
- |
5000 |
|
- |
| 6.1.10.4(Fixing bolt or stud (if fitted)) |
- |
5000 |
|
- |
| 5.1.10(Check of dimensions) |
- |
5000 |
|
- |
| 5.1.7(Voltage test between the terminals) |
- |
5000 |
|
- |
| 5.1.8(Voltage test between terminals and case) |
- |
5000 |
|
- |
| 5.1.9(Capacitance measurement) |
- |
5000 |
|
- |
| 5.1.10(Check of dimensions) |
- |
5000 |
|
- |
| 5.1.11.1(Robustness of terminations) |
- |
5000 |
|
- |
| 5.1.11.2(Soldering) |
- |
5000 |
|
- |
| 5.1.11.3(Vibration) |
- |
5000 |
|
- |
| 5.1.12(Sealing test) |
- |
5000 |
|
- |
| 5.1.13(Endurance test) |
- |
100000 |
|
- |
| 5.1.14(Damp heat test) |
- |
120000 |
|
- |
| 5.1.15(Self-healing test) |
- |
20000 |
|
- |
| 5.1.16(Destruction test) |
- |
30000 |
|
- |
| 5.1.17.1(Ball-pressure test) |
- |
20000 |
|
- |
| 5.1.17.2(Glow-wire test) |
- |
5000 |
|
- |
| 5.1.17.3(Tracking test) |
- |
5000 |
|
- |
| 5.2(Overloads) |
- |
5000 |
|
- |
| 5.3.2(Terminals and connecting cables) |
- |
5000 |
|
- |
| 5.3.3(Earth connections) |
- |
5000 |
|
- |
| 5.3.4(Discharge devices) |
- |
5000 |
|
- |
| 5.3.5(Pollution) |
- |
5000 |
|
- |
| 5.4(Marking) |
- |
5000 |
|
- |
| 6.1.6(Voltage test between the terminals) |
- |
5000 |
|
- |
| 6.1.7(Voltage test between terminals and case) |
- |
5000 |
|
- |
| 6.1.8(Capacitance and power factor measurement) |
- |
5000 |
|
- |
| 6.1.9(Check of dimensions) |
- |
5000 |
|
- |
| 6.1.10.1(Robustness of terminations) |
- |
5000 |
|
- |
| 6.1.10.2(Soldering) |
- |
5000 |
|
- |
| 6.1.10.3(Vibration) |
- |
5000 |
|
- |
| 6.1.10.4(Fixing bolt or stud (if fitted)) |
- |
5000 |
|
- |
| 6.1.10.5(Rapid change of temperature) |
- |
5000 |
|
- |
| 6.1.11(Sealing test) |
- |
5000 |
|
- |
| 6.1.12(Endurance test) |
- |
100000 |
|
- |
| 6.1.13(Damp heat test) |
- |
120000 |
|
- |
| 6.1.14(Pressure relief test) |
- |
5000 |
|
- |
| 6.3.1(Creepage distances and clearances) |
- |
5000 |
|
- |
| 6.4(Marking) |
- |
5000 |
|
- |
| 7.2.1(Measurement of working voltage) |
- |
5000 |
|
- |
| 7.2.2(Influence of capacitance) |
- |
5000 |
|
- |
| 7.3(Checking capacitor temperature) |
- |
5000 |
|
- |
| 7.4(Checking transients) |
- |
5000 |
|
- |
| 7.5(Storage of electrolytic capacitors) |
- |
5000 |
|
- |
| Annex A(Test voltage) |
- |
5000 |
|
- |
| 5.1.1.1(General) |
- |
5000 |
|
- |
| 5.3.1(Creepage distances and clearances) |
- |
5000 |
|
- |
| 6.1.15.1(Ball-pressure test) |
- |
20000 |
|
- |
| 6.1.15.2(Glow-wire test) |
- |
5000 |
|
- |
| 6.1.15.3(Tracking test) |
- |
5000 |
|
- |
| 6.2(Overloads) |
- |
5000 |
|
- |
| 6.3.2(Terminals and connecting cables) |
- |
5000 |
|
- |
| 6.3.3(Earth connections) |
- |
5000 |
|
- |
| 6.3.4(Discharge devices) |
- |
5000 |
|
- |
| 6.3.5(Pollution) |
- |
5000 |
|
- |
| 6.1.10.4(Fixing bolt or stud (if fitted)) |
- |
5000 |
|
- |
| 5.1.10(Check of dimensions) |
- |
5000 |
|
- |
|
05 Apr, 2027 |
-
Included w.e.f 25.03.2025 |
