91 |
IS 280 (2006) |
Mild steel wire for general engineering purposes (Fourth Revision) |
All Type |
6600 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl 7 & Table 1(Diameter & Difference Between Two Reading On Any Two Diameters) |
- |
300 |
|
- |
Cl 9(Tensile Test On UTM) |
- |
1500 |
|
- |
Cl 11(Workmanship) |
- |
1000 |
|
- |
Cl 13(Workmanship) |
- |
500 |
|
- |
6 AND AS PER IS 7887(MICRO ALLOY) |
- |
900 |
|
- |
6 AND AS PER IS 7887(ALUMINIUM) |
- |
300 |
|
- |
6 AND AS PER IS 7887(PHOSPHORUS) |
- |
300 |
|
- |
6 AND AS PER IS 7887(SULPHUR) |
- |
300 |
|
- |
6 AND AS PER IS 7887(MANGANESE) |
- |
300 |
|
- |
6 AND AS PER IS 7887(SILICON) |
- |
300 |
|
- |
6 AND AS PER IS 7887(CARBON) |
- |
300 |
|
- |
7 & 8(Ovality) |
- |
300 |
|
- |
7 & 8(Diameter) |
- |
300 |
|
- |
9.2(Wrapping Test) |
- |
500 |
|
- |
9.3(Bend test) |
- |
700 |
|
- |
10(Finish) |
- |
200 |
|
- |
11(Coating test) |
- |
1000 |
|
- |
13(Freedom from defects) |
- |
200 |
|
- |
Clause 6 and Note 3 of IS 7887(Copper) |
- |
300 |
|
- |
|
10 Mar, 2027 |
- - |
92 |
IS 278 (2009) |
Galvanized steel barbed wire for fencing - Specification (Fourth Revision) |
All Type |
5850 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
4(Type A/Type B) |
- |
200 |
|
- |
5 Table-1(Sizes Diameter of Line wire) |
- |
300 |
|
- |
5 Table-1(Sizes Diamater of Point wire) |
- |
300 |
|
- |
5 Table-1(Sizes Mass of Completed barbed wire) |
- |
300 |
|
- |
5 Table-1(Sizes No. of Lays between the two consequtive barbs) |
- |
300 |
|
- |
9.1(Freedom from defects) |
- |
300 |
|
- |
9.2(Freedom from defects) |
- |
300 |
|
- |
12.1(Tensile Strength) |
- |
1000 |
|
- |
12.1(Breaking load) |
- |
1000 |
|
- |
12.2.1(Mass of zinc coating (line wire)) |
- |
1200 |
|
- |
12.2.2(Mass of zinc coating (point wire)) |
- |
1200 |
|
- |
12.2(Uniformity of zinc coating) |
- |
1200 |
|
- |
12.3(Ductility) |
- |
600 |
|
- |
Cl. 6 . Table 1 of IS 7887 (Grade : 1,2,3,4,4M,6,6M,7,7M,8,8M,9,10,10M)(Silicon- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
300 |
|
- |
Cl. 6 . Table 1 of IS 7887 (Grade : 1,2,3,4,4M,6,6M,7,7M,8,8M,9,10,10M)(Phosphorus- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
300 |
|
- |
Cl. 6 . Table 1 of IS 7887 (Grade : 1,2,3,4,4M,6,6M,7,7M,8,8M,9,10,10M)(Sulphur- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
300 |
|
- |
Cl. 6 . Table 1 of IS 7887 (Grade : 1,2,3,4,4M,6,6M,7,7M,8,8M,9,10,10M)(Manganese- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
300 |
|
- |
Cl. 6 . Table 1 of IS 7887 (Grade : 1,2,3,4,4M,6,6M,7,7M,8,8M,9,10,10M)(Carbon- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
300 |
|
- |
Cl. 7.2(Cut Angle) |
- |
350 |
|
- |
Cl. 7.2(Length of Barbs) |
- |
350 |
|
- |
Cl. 7.1(General) |
- |
350 |
|
- |
|
10 Mar, 2027 |
- - |
93 |
IS 407 (1981) |
Specification for brass tubes for general purposes (Third Revision) |
All Type |
10250 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
6/6.1(FREEDOM FROM DEFECTS) |
- |
500 |
|
- |
7/7.1 & 7.1.1(CONDITION) |
- |
500 |
|
- |
8/8.1 & 8.2(SIZES AND TOLERANCES-Mean Outside Dia) |
- |
200 |
|
- |
8/8.1 & 8.2(SIZES AND TOLERANCES-Mean Wall thickness) |
- |
200 |
|
- |
8/8.1 & 8.2(SIZES AND TOLERANCES-Length) |
- |
200 |
|
- |
9/9.1/Appendix A(PRESSURE TESTS-Hydraulic Test) |
- |
1500 |
|
- |
9/9.2(PRESSURE TESTS-Pneumatic Test) |
- |
1500 |
|
- |
10/10.1-Table 2(PHYSICAL TEST- Hardness (HV)-IS : 1501 (Part 1)) |
- |
1500 |
|
- |
10/10.2-Table 2(PHYSICAL TEST- Tensilt Test - IS : 2655) |
- |
1500 |
|
- |
10/10.3(PHYSICAL TEST- Drifting Test- (For tubes upto and Including 100 mm nom OD)) |
- |
1000 |
|
- |
10/10.4 (10.4.1)("PHYSICAL TEST-Flattening Test (For Tubes ≤ 2.5 mm Wall Thickness and
not Exceeding 100 mm Outside Diameter)") |
- |
750 |
|
- |
10/10.4 (10.4.2)(PHYSICAL TEST-Flattening Test (For Tubes ≥ 2.5 mm Wall Thickness and More Than 100 mm Outside Diameter)) |
- |
750 |
|
- |
10/10.5(PHYSICAL TEST- Double Bend TestDouble Bend Test ( For Round Tubes ≤ 2.5 mm Wall Thickness and Over 100 mm Outside Diameter )) |
- |
1200 |
|
- |
10/10.6(PHYSICAL TEST- Mercurous Nitrate Test- IS : 2305) |
- |
1000 |
|
- |
11/11.1(MARKING) |
- |
350 |
|
- |
5(Chemical Composition - IS 3685) |
- |
1800 |
|
- |
|
10 Mar, 2027 |
- - |
94 |
IS 318 (1981) |
Specification for leaded tin bronze ingots and castings (Second Revision) |
All Type |
5800 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
7(SIZE AND SHAPE) |
- |
200 |
|
- |
6(FREEDOM FROM DEFECTS) |
- |
300 |
|
- |
3, Table 1.(CHEMlCAL COMPOSITION) |
- |
2600 |
|
- |
7.2(Dimension) |
- |
300 |
|
- |
7.1(Mass) |
- |
500 |
|
- |
6.2(Freedom from defects-Castings) |
- |
300 |
|
- |
6.1(Freedom from defects-Ingots) |
- |
300 |
|
- |
4.1, Table 2(Elongation) |
- |
1000 |
|
- |
4.1, Table 2(0.2% Proof stress) |
- |
1000 |
|
- |
4.1, Table 2(Tensile strength) |
- |
1000 |
|
- |
5(Pressure Test) |
- |
500 |
|
- |
8(Marking) |
- |
200 |
|
- |
|
10 Mar, 2027 |
- - |
95 |
IS 319 (2007) |
Free cutting brass bars, rods and section - Specification (Fifth Revision) |
All Type |
6500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
5.0(Freedom from defects) |
- |
500 |
|
- |
7.0(Dimension and Tolerances) |
- |
500 |
|
- |
8.1 Table 1(Cu) |
- |
750 |
|
- |
8.1 Table 1(Pb) |
- |
750 |
|
- |
8.1 Table 1(Fe) |
- |
750 |
|
- |
8.1 Table 1(Total other impurities excluding iron) |
- |
750 |
|
- |
8.1 Table 1(Zn) |
- |
750 |
|
- |
9.1 Table-2(Tensile Strength) |
- |
1000 |
|
- |
9.1 Table-2(Elongation) |
- |
1000 |
|
- |
9.2(Vickers Hardness) |
- |
1500 |
|
- |
10.1(Mercurous Nitrate Test) |
- |
1500 |
|
- |
14(Marking) |
- |
300 |
|
- |
|
10 Mar, 2027 |
- - |
96 |
IS 1328 (1996) |
Veneered Decorative Plywood -Specification |
All Type |
3850 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
4.1(Grade - For BWR) |
- |
200 |
|
- |
4.1(Grade - For MR) |
- |
200 |
|
- |
4.2(Type - For Type 1) |
- |
200 |
|
- |
4.2(Type - For Type 2) |
- |
200 |
|
- |
7.1.1(Requirements - Open splits, checks or open joints - For Type 1 - Cl. 7.1.1) |
- |
200 |
|
- |
7.2.1(Requirements - Open splits, checks or open joints - For Type 2 - Cl. 7.2.1) |
- |
200 |
|
- |
7.1.2(Requirements - Other defects - For Type 1 - Cl. 7.1.2) |
- |
200 |
|
- |
7.2.2(Requirements - Other defects - For Type 2 - Cl. 7.2.2.) |
- |
200 |
|
- |
7.1.3(Requirements - Other Charcteristics and Manufacturing Defects - For Type 1 - Cl. 7.1.3) |
- |
200 |
|
- |
7.2.3(Requirements - Other Charcteristics and Manufacturing Defects - For Type 2 - Cl. 7.2.3) |
- |
200 |
|
- |
8(Dimensions & Tolerances - Length - Cl. 8) |
- |
400 |
|
- |
8(Dimensions & Tolerances - Width - Cl. 8) |
- |
400 |
|
- |
8(Dimensions & Tolerances - Thickness - Cl. 8) |
- |
400 |
|
- |
8(Dimensions & Tolerances - Edge Straightness - Annexure C) |
- |
1200 |
|
- |
8(Dimensions & Tolerances - Squareness - Annexure C) |
- |
1200 |
|
- |
9(Finish - Cl. 9.1, 8.3) |
- |
500 |
|
- |
11(Tests - Moisture Content - Part 1 of IS 1734) |
- |
1000 |
|
- |
11(Tests - Water Resistance Test - Cl. 11.1.2.2 [for BWR Grade]) |
- |
1500 |
|
- |
|
10 Mar, 2027 |
- - |
97 |
IS 694 (2010) |
Polyvinyl chloride insulated unsheathed and sheathed cables/cords with rigid and flexible conductor for rated voltages up to and including 450/750 v (Fourth Revision) |
All Type |
43750 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
13(Cable code) |
- |
200 |
|
- |
11.2(Legibility) |
- |
200 |
|
- |
11.1(Durability) |
- |
200 |
|
- |
11(Identification) |
- |
200 |
|
- |
10.9(Additional ageing test (OU cables only) -HV test (at 60±3oC)) |
- |
5500 |
|
- |
10.4(Flammability test- Unaffected portion) |
- |
3500 |
|
- |
10.4(Flammability test-Burning after flame removal) |
- |
3500 |
|
- |
table 1 e) 3) (IR constant- max. Temp) |
- |
1200 |
|
- |
table 1 e) 3) (IR constant- Room temp ) |
- |
1200 |
|
- |
table 1 e) 3) (Volume Resistivity - Maximum temp) |
- |
1000 |
|
- |
table 1 e) 3) (Volume Resistivity - Room temp ) |
- |
1000 |
|
- |
10.2(HV (room temperature)) |
- |
2500 |
|
- |
10.1(HV (water immersion)) |
- |
8000 |
|
- |
10.8(Smoke density rating) |
- |
2500 |
|
- |
10.6(Halogen evolution) |
- |
2000 |
|
- |
10.7(Temperature index) |
- |
2500 |
|
- |
10.5(Oxygen index) |
- |
2000 |
|
- |
Table 1 iii) d) 9)(Cold impact for sheath) |
- |
1000 |
|
- |
Table 1 iii) d) 8)(Cold bend for sheath) |
- |
1000 |
|
- |
Table 1 iii) c) 9)(Cold impact for insulation) |
- |
1000 |
|
- |
Table 1(Category Code) |
- |
200 |
|
- |
Table 1 iii) d) 7)(Thermal stability- Sheath ) |
- |
1500 |
|
- |
Table 1 iii) c) 7)(Thermal stability- Insulation ) |
- |
1500 |
|
- |
Table 1 iii) d) 6)(Hot deformation -Indentation depth - Sheath ) |
- |
1500 |
|
- |
Table 1 iii) c) 6)(Hot deformation - Indentation depth- Insulation) |
- |
1500 |
|
- |
Table 1 iii) d) 5)(Heat shock-Sheath ) |
- |
1000 |
|
- |
Table 1 iii) c) 5)(Heat shock-Insulation ) |
- |
1000 |
|
- |
Table 1 iii) d) 4)(Cracks Observed) |
- |
1000 |
|
- |
Table 1 iii) d) 4)(Shrinkage- Sheath ) |
- |
750 |
|
- |
Table 1 iii) c) 4)(Shrinkage-Insulation) |
- |
750 |
|
- |
Table 1 iii) d) 2)(Loss of mass- Sheath ) |
- |
750 |
|
- |
Table 1 iii) c) 2)(Loss of mass- Insulation ) |
- |
750 |
|
- |
Table 1 iii) d) 3)(Sheath- Elongation variation) |
- |
1200 |
|
- |
Table 1 iii) d) 3)(Sheath- TS variation) |
- |
1200 |
|
- |
Table 1 iii) d) 3)(Sheath- Elongation (After ageing)) |
- |
1200 |
|
- |
Table 1 iii) d) 3)(Sheath- Tensile strength (After ageing)) |
- |
1200 |
|
- |
Table 1 iii) d) 1)(Sheath- Elongation (Without ageing)) |
- |
1200 |
|
- |
Table 1 iii) d) 1)(Sheath -Tensile strength (Without ageing)) |
- |
1200 |
|
- |
Table 1 iii) c) 3)(Elongation variation) |
- |
1200 |
|
- |
Table 1 iii) c) 3)(TS variation) |
- |
1200 |
|
- |
Table 1 iii) c) 3)(Elongation (After ageing)) |
- |
1200 |
|
- |
Table 1 iii) c) 3)(Tensile strength (After ageing)) |
- |
1200 |
|
- |
Table 1 iii) c) 1)(Elongation (Without ageing)) |
- |
1200 |
|
- |
Table 1 iii) c) 1)(Tensile strength (Without ageing)) |
- |
1200 |
|
- |
(Cl. 18.1.4)
(Cl. 19.1.5)
(Cl. 20.1.4)
(Cl. 22.1.4)(Colour of Sheath) |
- |
200 |
|
- |
8.3(Thickness of Sheath) |
- |
350 |
|
- |
5.2(Application ) |
- |
200 |
|
- |
5.3(Thickness of Insulation) |
- |
200 |
|
- |
9.1(Ovality) |
- |
200 |
|
- |
9(Overall dimensions) |
- |
200 |
|
- |
10.11(Per sulphate test (for tinned Cu cable only)) |
- |
350 |
|
- |
4.2(Conductor resistance test) |
- |
2000 |
|
- |
4.1(Wrapping test (for Al)) |
- |
1000 |
|
- |
4.1(Tensile test (for Al)- After Stranding) |
- |
1200 |
|
- |
4.1(Tensile test (for Al)-Before Stranding) |
- |
1200 |
|
- |
4.1(Annealing test (for copper)) |
- |
1000 |
|
- |
(Cl.6.1.3 of IS 8130:2013)(Flexible Conductors (Classes 5)) |
- |
1500 |
|
- |
(Cl.6.1.3 of IS 8130:2013)(Stranded circular non compacted conductors(Class-2)) |
- |
1500 |
|
- |
(Cl.6.1.3 of IS 8130:2013)(Stranded compacted circular conductors and shaped conductors (Class 2)) |
- |
1500 |
|
- |
(Cl.6.1.3 of IS 8130:2013)(Solid Conductor (Class 1)) |
- |
1500 |
|
- |
(Cl.16.1)
(Cl.19.1)(Conductor- Diameter ) |
- |
1500 |
|
- |
(Cl. 18.1.3)
(Cl. 19.1.4)
(Cl. 20.1.3)
(Cl. 21.1.3)
(Cl. 22.1.3)(Assembly of cores ) |
- |
500 |
|
- |
12(CONSTRUCTION Core Identification) |
- |
500 |
|
- |
8.1(Sheath Material ) |
- |
500 |
|
- |
7(Binder Tape) |
- |
500 |
|
- |
6.2(Filler) |
- |
500 |
|
- |
5.1(Insulation) |
- |
500 |
|
- |
4.4(Joints in Conductor) |
- |
500 |
|
- |
4.1(Conductor - Material) |
- |
500 |
|
- |
10.11(Persulphate Test ) |
- |
1500 |
|
- |
12.0(Core identification) |
- |
500 |
|
- |
4, IS 8130(Construction of conductor) |
- |
500 |
|
- |
Table 2, IS 8130(No fo wire in a conductor) |
- |
200 |
|
- |
8.3(Minimum thickness of Sheath) |
- |
350 |
|
- |
8.3(Avarage thickness of Sheath) |
- |
200 |
|
- |
5.3(Avarage thickness of insulation) |
- |
200 |
|
- |
Table 4(Copper purity test) |
- |
6500 |
|
- |
10.3(Spark test) |
- |
1500 |
|
- |
table 1, 4.2(insulation resistance test) |
- |
1000 |
|
- |
5.4(Mechanical properties before and after ageing) |
- |
1500 |
|
- |
10.3(Spark Test) |
- |
1500 |
|
- |
22(TWO AND THREE CORE FLAT CABLES WITH PVC INSULATION
AND SHEATHED (CLASS 2 OR 5) FOR GENERAL PURPOSE( FOR MAXIMUM CONDUCTOR TEMPERA TURE 70°C OR 85°C)) |
- |
0 |
|
- |
21(ARALLEL TWIN AND TWISTED TWIN FLEXIBLE PVC INSULATED
UNSHEATHED CORDS (CLASS 5) FOR GENERAL PURPOSE (FOR MAXIMUM CONDUCTOR TEMPERATURE 70°C OR 85°C)) |
- |
0 |
|
- |
20(MULTICORE CIRCULAR PVC INSULATED AND SHEATHED
CABLES WITH FLEXIBLE CONDUCTOR (CLASS 5) FOR GENERAL PURPOSE (FOR MAXIMUM CONDUCTOR TEMPERATURE 70°C OR 85°C)) |
- |
0 |
|
- |
19(SINGLE AND MULTICORE CIRCULAR PVC INSULATED AND SHEATHED CABLES/CORDS WITH FLEXIBLE CONDUCTOR (CLASS 5)
FOR GENERAL PURPOSE (MAXIMUM CONDUCTOR TEMPERATURE 70°C OR 85°C)) |
- |
0 |
|
- |
18(SINGLE AND MULTICORE CIRCULAR PVC INSULATED
AND SHEATHED CABLES WITH RIGID CONDUCTOR (CLASS 1 AND CLASS 2) FOR GENERAL PURPOSE ) FOR MAXIMUM CONDUCTOR TEMPERATURE (70°C OR 85°C)) |
- |
0 |
|
- |
17(SINGLE CORE NON-SHEATHED CABLES WITH
FLEXIBLE CONDUCTOR FOR GENERAL PURPOSE (MAXIMUM CONDUCTOR TEMPERATURE 70°C OR 85°C)) |
- |
0 |
|
- |
16.2(Tests) |
- |
0 |
|
- |
16.1(Construction) |
- |
500 |
|
- |
15(PACKING AND MARKING) |
- |
500 |
|
- |
13(CABLE CODE) |
- |
200 |
|
- |
12(CORE IDENTIFICATION) |
- |
500 |
|
- |
10.11(Persulphate Test) |
- |
1500 |
|
- |
11(IDENTIFICATION) |
- |
0 |
|
- |
10.1(Flex Test) |
- |
0 |
|
- |
10.9(Additional Ageing Test (for Cables for Outdoor Use) |
- |
5500 |
|
- |
10.8(Smoke Density Rating) |
- |
2500 |
|
- |
10.7(Test for Temperature Index) |
- |
2500 |
|
- |
10.6(Test for Halogen Acid Gas Evolution) |
- |
2000 |
|
- |
10.5(Oxygen Index Test) |
- |
2000 |
|
- |
10.4(Flammability Test) |
- |
3500 |
|
- |
10.3(Spark Test) |
- |
1500 |
|
- |
10.2(High Voltage Test (at Room Temperature)) |
- |
4000 |
|
- |
10.1(High Voltage Test (Water Immersion Test)) |
- |
4000 |
|
- |
9(OVERALL DIMENSIONS) |
- |
200 |
|
- |
8(SHEATH) |
- |
200 |
|
- |
7(BINDER TAPE) |
- |
0 |
|
- |
6(FILLER) |
- |
0 |
|
- |
5(INSULATION) |
- |
0 |
|
- |
4.1(Material) |
- |
0 |
|
- |
4.2(Electrical Resistance) |
- |
2000 |
|
- |
5.3(Minimum thickness of insulation) |
- |
200 |
|
- |
4.1(Conductor - Material) |
- |
0 |
|
- |
4.4(Joints in Conductor) |
- |
0 |
|
- |
6.1(Filler) |
- |
0 |
|
- |
(Cl.16.1)
(Cl.19.1)(Conductor) |
- |
0 |
|
- |
(Cl.16.1)
(Cl.19.1)(Conductor) |
- |
0 |
|
- |
(Cl.16.1)
(Cl.19.1)(Conductor) |
- |
0 |
|
- |
(Cl.6.1 of IS 8130:2013)(Solid Conductor (Class 1)) |
- |
0 |
|
- |
(Cl.6.1 of IS 8130:2013)(Solid Conductor (Class 1)) |
- |
0 |
|
- |
(Cl.6.1.3 of IS 8130:2013)(Stranded circular non compacted conductors (Class-2)) |
- |
0 |
|
- |
(Cl.6.1.3 of IS 8130:2013)(Stranded circular non compacted conductors (Class-2)) |
- |
0 |
|
- |
(Cl.6.1.3 of IS 8130:2013)( Flexible Conductors (Classes 5)) |
- |
1500 |
|
- |
Table 1 iii) c) 4)(Cracks Observed) |
- |
1000 |
|
- |
Table 1 iii) c) 8)(Cold bend for insulation) |
- |
1000 |
|
- |
10.1(HV (water immersion)) |
- |
8000 |
|
- |
|
10 Mar, 2027 |
- - |
98 |
IS 1161 (2014) |
Steel tubes for structural purposes - Specification (Fifth Revision) |
All Type |
8400 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl 6(Outer Diameter, Thickness & Mass) |
- |
800 |
|
- |
Cl 7(Workmanship) |
- |
500 |
|
- |
Cl 8(Workmanship) |
- |
1500 |
|
- |
Cl 9(Workmanship) |
- |
1500 |
|
- |
Cl 11(Tensile Test, Flattening Test & Cold Bend Test) |
- |
3500 |
|
- |
Cl 13(Workmanship) |
- |
500 |
|
- |
8 AND AS PER IS 4736(UNIFORMITY OF ZINC COATING) |
- |
1500 |
|
- |
8 AND AS PER IS 4736(MASS OF ZINC COATING) |
- |
1500 |
|
- |
5 AND AS PER IS 10748(COPPER) |
- |
300 |
|
- |
5 AND AS PER IS 10748(MICRO ALLOY) |
- |
900 |
|
- |
5 AND AS PER IS 10748(CARBON EQUIVALENT) |
- |
300 |
|
- |
5 AND AS PER IS 10748(CARBON) |
- |
300 |
|
- |
Clause - 5.1, Table-3( ALUMINIUM) |
- |
400 |
|
- |
Clause - 5.1, Table-3(SILICON) |
- |
300 |
|
- |
Clause - 5.1, Table-3(NITROGEN) |
- |
350 |
|
- |
Clause - 5.1, Table-3(MANGANESE) |
- |
300 |
|
- |
Clause - 5.1, Table-3(PHOSPHURS) |
- |
300 |
|
- |
Clause - 5.1, Table-3(SULPHUR) |
- |
300 |
|
- |
Clause - 5.1, Table-3( CARBON) |
- |
300 |
|
- |
9(Straightness) |
- |
500 |
|
- |
10(Lengths) |
- |
300 |
|
- |
Cl 11.3.1(Flattening test (over 50 mm NB)) |
- |
750 |
|
- |
Cl 11.3.1(Cold bend test (upto & including 50 mm NB)) |
- |
1000 |
|
- |
Cl. 11.2 Table 2(Elongation) |
- |
750 |
|
- |
Cl. 11.2 Table 2(Yield strength) |
- |
750 |
|
- |
Cl. 6 , 6.2 Table 1(Square of radius of gyyration) |
- |
500 |
|
- |
Cl. 6 , 6.2 Table 1(Radius of gyration) |
- |
500 |
|
- |
Cl. 6 , 6.2 Table 1(Area of cross section) |
- |
500 |
|
- |
Cl. 6 , 6.2 Table 1(Weight) |
- |
500 |
|
- |
Cl 13(Workmanship) |
- |
500 |
|
- |
8.0(Freedom from defects - IS 4736) |
- |
500 |
|
- |
8.0(Adhesion test-Pivoted Hammer Test - IS 4736) |
- |
1500 |
|
- |
13.0(Oiling and Painting - Visual) |
- |
500 |
|
- |
|
10 Mar, 2027 |
- - |
99 |
IS 710 (2010) |
Marine plywood - Specification (Second Revision) |
All Type |
15450 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
11.1(MARKING) |
- |
250 |
|
- |
11.2(MARKING) |
- |
250 |
|
- |
7.1(WORKMANSHIP AND FINISH ) |
- |
500 |
|
- |
7.2(WORKMANSHIP AND FINISH ) |
- |
500 |
|
- |
7.3(WORKMANSHIP AND FINISH ) |
- |
500 |
|
- |
7.5(WORKMANSHIP AND FINISH ) |
- |
500 |
|
- |
6.1(DIMENSIONS) |
- |
750 |
|
- |
6.2(DIMENSIONS) |
- |
750 |
|
- |
6.3(DIMENSIONS) |
- |
750 |
|
- |
6.3(DIMENSIONS) |
- |
750 |
|
- |
9.1.1(MOISTURE CONTENT) |
- |
500 |
|
- |
9.1.2 , 9.1.2.1(Glue Adhesion in Dry State) |
- |
750 |
|
- |
9.1.2 , 9.1.2.2(Glue Adhesion in Dry State) |
- |
750 |
|
- |
9.1.3 , 9.1.3.1.1(Water resistance test) |
- |
1000 |
|
- |
9.1.3 , 9.1.3.1.2(Water resistance test) |
- |
1000 |
|
- |
9.1.5(Mycological test) |
- |
1000 |
|
- |
9.1.5 , 9.1.3.1.1(Mycological test) |
- |
1000 |
|
- |
9.1.5 , 9.1.3.1.2(Mycological test) |
- |
1000 |
|
- |
9.1.4(Tensile strength) |
- |
800 |
|
- |
9.1.6 (Table 3)(Static bending strength) |
- |
750 |
|
- |
9.1.6 (Table 3)(Static bending strength) |
- |
750 |
|
- |
9.1.7 (Table 4)(Wet bending strength) |
- |
1200 |
|
- |
9.1.7 (Table 4)(Wet bending strength) |
- |
1200 |
|
- |
9.1.8(Retention of preservative) |
- |
1500 |
|
- |
Cl. 9.1.7 (Table 4) (Cl. 9.1.7 (Table 4) (Modulus of Rupture: Across the Face Grain: Minimum Individual)) |
- |
750 |
|
- |
Cl. 9.1.7 (Table 4) (Cl. 9.1.7 (Table 4) (Modulus of Rupture: Across the Face Grain: Average)) |
- |
750 |
|
- |
Cl. 9.1.7 (Table 4) (Cl. 9.1.7 (Table 4) (Modulus of Rupture: Along the Face Grain: Minimum Individual)) |
- |
750 |
|
- |
Cl. 9.1.7 (Table 4) (Cl. 9.1.7 (Table 4) (Modulus of Rupture: Along the Face Grain: Average)) |
- |
750 |
|
- |
Cl. 9.1.7 (Table 4)(Cl. 9.1.7 (Table 4) (Modulus of Elasticity: Across the Face Grain: Minimum Individual)) |
- |
750 |
|
- |
Cl. 9.1.7 (Table 4) (Cl. 9.1.7 (Table 4) (Modulus of Elasticity: Across the Face Grain: Average)) |
- |
750 |
|
- |
Cl. 9.1.7 (Table 4) (Cl. 9.1.7 (Table 4) (Modulus of Elasticity: Along the Face Grain: Minimum Individual)) |
- |
750 |
|
- |
Cl. 9.1.7 (Table 4) (Cl. 9.1.7 (Table 4) (Modulus of Elasticity: Along the Face Grain: Average)) |
- |
750 |
|
- |
Cl. 9.1.6 (Table 3) (Cl. 9.1.6 (Table 3) (Modulus of Rupture: Across the Face Grain: Minimum Individual)) |
- |
1200 |
|
- |
Cl. 9.1.6 (Table 3) (Cl. 9.1.6 (Table 3) (Modulus of Rupture: Across the Face Grain: Average)) |
- |
1200 |
|
- |
Cl. 9.1.6 (Table 3) (Cl. 9.1.6 (Table 3) (Modulus of Rupture: Along the Face Grain: Minimum Individual)) |
- |
1200 |
|
- |
Cl. 9.1.6 (Table 3) (Cl. 9.1.6 (Table 3) (Modulus of Rupture: Along the Face Grain: Average)) |
- |
1200 |
|
- |
Cl. 9.1.6 (Table 3)(Cl. 9.1.6 (Table 3) (Modulus of Elasticity: Across the Face Grain: Minimum Individual)) |
- |
1200 |
|
- |
Cl. 9.1.6 (Table 3) (Cl. 9.1.6 (Table 3) (Modulus of Elasticity: Across the Face Grain: Average)) |
- |
1200 |
|
- |
Cl. 9.1.6 (Table 3) (Cl. 9.1.6 (Table 3) (Modulus of Elasticity: Along the Face Grain: Minimum Individual)) |
- |
1200 |
|
- |
Cl. 9.1.6 (Table 3) (Cl. 9.1.6 (Table 3) (Modulus of Elasticity: Along the Face Grain: Average)) |
- |
1200 |
|
- |
Cl. 9.1.4(Cl. 9.1.4 (Tensile Strength: Sum of the Tensile Strength in two directions)) |
- |
800 |
|
- |
Cl. 9.1.4 (Cl. 9.1.4 (Tensile Strength: Perpendicular to grain)) |
- |
800 |
|
- |
Cl. 9.1.4(Cl. 9.1.4 (Tensile Strength: Parallel to grain)) |
- |
800 |
|
- |
Cl.9.1.5,9.1.3.1.1 (Cl.9.1.5 (Mycological Test),9.1.3.1.1 (Glue Shear Strength: Individual)) |
- |
1000 |
|
- |
Cl.9.1.5,9.1.3.1.1 (Cl.9.1.5 (Mycological Test),9.1.3.1.1 ( Glue Shear Strength: Average)) |
- |
1000 |
|
- |
Cl. 9.1.3, 9.1.3.1.1 (Cl. 9.1.3 (Water Resistance Test) , 9.1.3.1.1 (Glue Shear Strength: Individual)) |
- |
1000 |
|
- |
Cl. 9.1.3, 9.1.3.1.1 (Cl. 9.1.3 (Water Resistance Test ), 9.1.3.1.1 (Glue Shear Strength: Average)) |
- |
1000 |
|
- |
Cl. 9.1.2, 9.1.2.1 (Cl. 9.1.2 (Glue Adhesion in Dry State), 9.1.2.1 ( Glue Shear Strength: Individual)) |
- |
750 |
|
- |
Cl. 9.1.2, 9.1.2.1 (Cl. 9.1.2 (Glue Adhesion in Dry State), 9.1.2.1 ( Glue Shear Strength: Average )) |
- |
750 |
|
- |
cl.5.1(manufacture - Veneers) |
- |
500 |
|
- |
cl.5.1(manufacture - Veneers - moisture content) |
- |
500 |
|
- |
cl.5.1.1(manufacture - Veneers - Defects in Veneers) |
- |
500 |
|
- |
cl.5.2.2(Assembly - Thickness of Veneers) |
- |
250 |
|
- |
6.1(DIMENSIONS) |
- |
250 |
|
For BIS samples: 1.5 times of BIS testing charges (10% discount to BIS) |
|
10 Mar, 2027 |
- - |
100 |
IS 848 (2006) |
Synthetic resin adhesives for plywood (Phenolic And Aminoplastic) - Specification (Second Revision) |
All Type |
6400 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
4 Table (i)(BWP (BOiling WaterProof)) |
- |
4400 |
|
- |
4 Table (i)(BWR (Boiling Water Resistant)) |
- |
4400 |
|
- |
4 Table (i)(MR (Moisture Ressistant)) |
- |
4400 |
|
- |
5,7.4(Keeping Quality (Resistance to heat Polymerization)) |
- |
1500 |
|
- |
7.4(Acidity and Alkalinity ( pH)) |
- |
500 |
|
- |
|
10 Mar, 2027 |
- - |
101 |
IS 303 (1989) |
Plywood for General Purposes - |
All Type |
10450 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
11.4, Table 4(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Minimum Individual) |
- |
750 |
|
- |
11.4, Table 4(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Average) |
- |
750 |
|
- |
11.4, Table 4(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Minimum Individual) |
- |
750 |
|
- |
11.4, Table 4(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Average) |
- |
750 |
|
- |
11.4, Table 4(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Minimum Individual) |
- |
750 |
|
- |
11.4, Table 4(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Average) |
- |
750 |
|
- |
11.4, Table 4(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual) |
- |
750 |
|
- |
11.4, Table 4(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average) |
- |
750 |
|
- |
11.2.2(Glue Adhesion - Mycological test - 11.2.2, Part 7 of IS 1734 [for MR Garde only]) |
- |
1500 |
|
- |
11.2.1(Glue Adhesion - Water resistance test - 11.2.1.1 [for MR Grade]) |
- |
1000 |
|
- |
11.2.1(Glue Adhesion - Water resistance test - 11.2.1.1 [for BWR Grade]) |
- |
1000 |
|
- |
11.3(Moisture Content - Part 1 of IS 1734) |
- |
750 |
|
- |
8(Dimensions & Tolerances - Edge Straightness - Annexure C) |
- |
750 |
|
- |
8(Dimensions & Tolerances - Squareness - Annexure C) |
- |
750 |
|
- |
8(Dimensions & Tolerances - Thickness - Cl. 8) |
- |
300 |
|
- |
8(Dimensions & Tolerances - Width - Cl. 8) |
- |
300 |
|
- |
8(Dimensions & Tolerances - Length - Cl. 8) |
- |
300 |
|
- |
9(Workmanship and Finish - Cl.9, 8.3, Annexure C) |
- |
350 |
|
- |
5.2, Table 1, Table 2(Quality Requirements - Cl. 5.2) |
- |
300 |
|
- |
cl. 13.2(marking) |
- |
200 |
|
- |
cl. 13.1(marking) |
- |
200 |
|
- |
4(Grade - For BWR grade) |
- |
200 |
|
- |
4(Grade - For MR grade) |
- |
200 |
|
- |
5.1(Type - For AA Type) |
- |
200 |
|
- |
5.1(Type - For AB Type) |
- |
200 |
|
- |
5.1(Type - For BB Type) |
- |
200 |
|
- |
9(Workmanship and Finish - Cl.9, 8.3, Annexure C) |
- |
350 |
|
For BIS samples: 1.5 times of BIS testing charges (10% discount to BIS) |
|
10 Mar, 2027 |
- - |
102 |
IS 4990 (2011) |
Plywood for concrete shuttering works - Specification (Third Revision) |
All Type |
18850 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
4.0(Types) |
- |
350 |
|
- |
7.2(DIMENSIONS &
TOLERANCES
) |
- |
400 |
|
- |
7.3(DIMENSIONS &
TOLERANCES
) |
- |
200 |
|
- |
7.4(DIMENSIONS &
TOLERANCES
) |
- |
300 |
|
- |
8.1(WORKMANSHIP AND FINISH ) |
- |
300 |
|
- |
8.3(WORKMANSHIP AND FINISH ) |
- |
300 |
|
- |
10.1.1(MOISTURE CONTENT) |
- |
500 |
|
- |
10.1.2, 10.1.2.1 (Table-1)(GLUE ADHESION IN DRY STATE) |
- |
1000 |
|
- |
10.1.2, 10.1.2.2(GLUE ADHESION IN DRY STATE) |
- |
1000 |
|
- |
10.1.3, 10.1.3.1.1 (Table-1)(RESISTANCE TO WATER TEST) |
- |
1000 |
|
- |
10.1.3, 10.1.3.1.2(RESISTANCE TO WATER TEST) |
- |
1000 |
|
- |
10.1.4(RESISTANCE TO WATER TEST) |
- |
1000 |
|
- |
10.1.5(MYCOLOGICAL TEST ) |
- |
2000 |
|
- |
10.1.5, 10.1.5.1 (Table-1)(MYCOLOGICAL TEST ) |
- |
2000 |
|
- |
10.1.6(TENSILE STRENGTH) |
- |
1000 |
|
- |
10.1.7 (Table-2)(STATIC BENDING STRENGTH) |
- |
1600 |
|
- |
10.1.7 (Table-2)(STATIC BENDING STRENGTH) |
- |
1600 |
|
- |
10.1.8 (Table-3)(WET BENDING STRENGTH) |
- |
1600 |
|
- |
10.1.8 (Table-3)(WET BENDING STRENGTH) |
- |
1600 |
|
- |
10.1.9(RETENTION OF PRESERVATIVE) |
- |
2500 |
|
- |
12, 12.1(MARKING) |
- |
500 |
|
- |
|
10 Mar, 2027 |
- - |
103 |
IS 5509 (2021) |
Fire Retardant Plywood - Specification ( Third Revision ) |
All Type |
14450 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
8.3 (Table 1)(b) 6 mm and above) |
- |
1500 |
|
- |
4.1(Flame retardant chemicals) |
- |
1500 |
|
- |
4.2(Flame retardant and preservative treatment) |
- |
1500 |
|
- |
4.3(Treatment) |
- |
500 |
|
- |
5(PREPARATION FOR TREATMENT) |
- |
500 |
|
- |
6.1.1(Treatment of Plywood by Pressure Impregnation after Manufacture) |
- |
0 |
|
- |
6.1.2(Soaking Treatment) |
- |
500 |
|
- |
6.2(Choice of Treatment) |
- |
500 |
|
- |
7(CONDITIONING AFTER TREATMENT) |
- |
0 |
|
- |
8.1(Dimensions) |
- |
800 |
|
- |
8.2(Thickness) |
- |
200 |
|
- |
8.3, Taable-1 (i)(Tolerance- Length) |
- |
200 |
|
- |
9(WORKMANSHIP AND FINISH) |
- |
500 |
|
- |
11 (a)(For flammability) |
- |
1000 |
|
- |
11 (b)(For flame penetration) |
- |
1200 |
|
- |
11 (c)(For rate of burning) |
- |
1500 |
|
- |
12.1 Table - 2 (i)(Moisture content, percent, Max) |
- |
500 |
|
- |
12.1 Table - 2 (ii)(Flammability (see Note 1), minutes, Min) |
- |
1000 |
|
- |
12.1 Table - 2 (iii)(Flame penetration (see Note 2), minutes, Min) |
- |
1200 |
|
- |
12.1 Table - 2 (iv)(Rate of burning (see Note 3), minutes, Min) |
- |
1500 |
|
- |
12.2(Other Tests) |
- |
0 |
|
- |
14(Marking) |
- |
500 |
|
- |
10(SAMPLING AND CRITERIA FOR CONFORMITY) |
- |
750 |
|
For BIS samples: 1.5 times of BIS testing charges (10% discount to BIS) |
|
10 Mar, 2027 |
- - |
104 |
IS 12406 (2003) |
Medium density fibre boards for general purpose - Specification (First Revision) |
All Type |
12900 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl 4( Types) |
- |
500 |
|
- |
Cl 7(Finish) |
- |
500 |
|
- |
Cl 8(Dimensions & Tolerances) |
- |
1500 |
|
- |
Cl 11.4(Test For Density) |
- |
750 |
|
- |
Cl 11.5(Test For Moisture Content) |
- |
750 |
|
- |
Cl 11.6(Test For water Absorption) |
- |
750 |
|
- |
Cl 11.7.1(Due To General Absorption) |
- |
1000 |
|
- |
Cl 11.7.2(Due To Surfacel Absorption) |
- |
1000 |
|
- |
Cl 11.8(Tesr For Modulus Of Elasticity & Mudulus Of Rupture) |
- |
2500 |
|
- |
Cl 11.9(Test For Internal Bond) |
- |
1500 |
|
- |
Cl 11.10(Test For Screw Withdrawal Strength) |
- |
1500 |
|
- |
Table 1 (iii)(Moisture content, Grade 1) |
- |
750 |
|
- |
Table 1 (iii)(Moisture content, Grade 2) |
- |
750 |
|
- |
Cl 4( Types) |
- |
500 |
|
- |
Cl 7(Finish) |
- |
500 |
|
- |
Cl 8(Dimensions & Tolerances) |
- |
1500 |
|
- |
Cl 11.4(Test For Density) |
- |
750 |
|
- |
Cl 11.5(Test For Moisture Content) |
- |
750 |
|
- |
Cl 11.6(Test For water Absorption) |
- |
750 |
|
- |
Cl 11.7.1(Due To General Absorption) |
- |
1000 |
|
- |
Cl 11.7.2(Due To Surfacel Absorption) |
- |
1000 |
|
- |
Cl 11.8(Tesr For Modulus Of Elasticity & Mudulus Of Rupture) |
- |
2500 |
|
- |
Cl 11.9(Test For Internal Bond) |
- |
1500 |
|
- |
Cl 11.10(Test For Screw Withdrawal Strength) |
- |
1500 |
|
- |
Cl 11.10(Test For Screw Withdrawal Strength) |
- |
1500 |
|
- |
Cl 11.9(Test For Internal Bond) |
- |
1500 |
|
- |
Cl 11.8(Tesr For Modulus Of Elasticity & Mudulus Of Rupture) |
- |
2500 |
|
- |
Cl 11.7.2(Due To Surfacel Absorption) |
- |
1000 |
|
- |
Cl 11.6(Test For water Absorption) |
- |
750 |
|
- |
Cl 11.5(Test For Moisture Content) |
- |
7500 |
|
- |
Cl 11.4(Test For Density) |
- |
750 |
|
- |
Cl 8(Dimensions & Tolerances) |
- |
500 |
|
- |
Cl 7(Finish) |
- |
500 |
|
- |
Cl 4( Types) |
- |
500 |
|
- |
Cl 11.7.1(Due To General Absorption) |
- |
500 |
|
- |
|
10 Mar, 2027 |
- - |
105 |
IS 14587 (1998) |
Prelaminated Medium Density Fibre Board -specification |
All Type |
16500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
8(Dimensions and tolerances) |
- |
2500 |
|
- |
10.2, Table-1(Test for Density) |
- |
750 |
|
- |
10.4, Table-1(Test for Water Absorption) |
- |
750 |
|
- |
10.5(test for swelling in water) |
- |
1000 |
|
- |
10.6(test for modulis of rupture) |
- |
2500 |
|
- |
10.7(Test for tensile strength perpendicular to Surface) |
- |
1000 |
|
- |
10.8(Test for tensile strength perpendicular to Surface after ageing ) |
- |
1000 |
|
- |
10.9(test screw withdrawal strength) |
- |
1000 |
|
- |
10.1(test for surface abrasion resistance) |
- |
1000 |
|
- |
10.11(test for resistance to steam) |
- |
1000 |
|
- |
10.12(test for resistance to crack) |
- |
1000 |
|
- |
10.13(test for resistance to cigarette burn) |
- |
1500 |
|
- |
10.14(test for resistance to stain) |
- |
1500 |
|
- |
|
10 Mar, 2027 |
- - |
106 |
IS 191 (2007) |
Copper - Specification (Fourth Revision) |
All Type |
7500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
5.2(Billets) |
- |
500 |
|
- |
5.4-Table 3 (For Billets)(Mass) |
- |
300 |
|
- |
5.2-Table 3 (For Billets)(Diameter) |
- |
300 |
|
- |
5.2-Table 3 (For Billets)(Length) |
- |
300 |
|
- |
5.2-Table 3 (For Billets)(Deviation from straightness per 1000 mm length) |
- |
300 |
|
- |
5.4-Table 3 (Vertically continuously cast wire bars)(Mass) |
- |
300 |
|
- |
5.3-Table 3 (Vertically continuously cast wire bars)(Width) |
- |
300 |
|
- |
5.3-Table 3 (Vertically continuously cast wire bars)(thickness ) |
- |
300 |
|
- |
5.3-Table 3 (Vertically continuously cast wire bars)(Other dimention) |
- |
300 |
|
- |
5.4-Table 3 (Vertically static cast wire bars)(Mass) |
- |
300 |
|
- |
5.3-Table 3 (Vertically static cast wire bars)(Width) |
- |
300 |
|
- |
5.3-Table 3 (Vertically static cast wire bars)(thickness ) |
- |
300 |
|
- |
5.3-Table 3 (Vertically static cast wire bars)(Other dimention) |
- |
300 |
|
- |
5.4-Table 3 (Cast cakes)(Mass) |
- |
300 |
|
- |
5.3-Table 3 (Cast cakes)(Width) |
- |
300 |
|
- |
5.3-Table 3 (Cast cakes)(thickness ) |
- |
300 |
|
- |
5.3-Table 3 (Cast cakes)(Deviation from straightness per 1000 mm length) |
- |
300 |
|
- |
7.1 - Table 4(Copper + Silver(By difference)-IS440) |
- |
450 |
|
- |
7.1 - Table 4(Silver- IS 440) |
- |
450 |
|
- |
7.1 - Table 4(Copper (any Silver present to be counted as copper)-IS440) |
- |
450 |
|
- |
7.1 - Table 4(Phosphorus- IS 440) |
- |
450 |
|
- |
7.1 - Table 4(Arsenic- IS440) |
- |
750 |
|
- |
7.1 - Table 4(Antimony-IS440) |
- |
750 |
|
- |
7.1 - Table 4(Bismuth-IS 440) |
- |
1000 |
|
- |
7.1 - Table 4(Iron IS 440) |
- |
350 |
|
- |
7.1 - Table 4(Lead IS 440) |
- |
350 |
|
- |
7.1 - Table 4(Nickel IS 440) |
- |
350 |
|
- |
7.1 - Table 4(Oxygen IS 440) |
- |
1500 |
|
- |
7.1 - Table 4(Selenium - IS 440) |
- |
750 |
|
- |
7.1 - Table 4(Sulphur- IS 440) |
- |
350 |
|
- |
7.1 - Table 4(Tellurium- IS 440) |
- |
750 |
|
- |
7.1 - Table 4(Tin - IS 440) |
- |
350 |
|
- |
7.1 - Table 4(Znic-IS 440) |
- |
350 |
|
- |
7.1 - Table 4(Selenium + Telluuium- IS 440) |
- |
750 |
|
- |
7.1 - Table 4(Total Impurities- IS 440) |
- |
750 |
|
- |
8.1(FREEDOM FROM DEFECTS) |
- |
500 |
|
- |
8.2(FREEDOM FROM DEFECTS) |
- |
500 |
|
- |
9.1- Table 5(Mass Resistivity- IS 3635) |
- |
1500 |
|
- |
10(HYDROGEN EMBRITTLEMENT TEST- IS 191) |
- |
1500 |
|
- |
13(Marking) |
- |
300 |
|
- |
13(Marking) |
- |
300 |
|
- |
13(Marking) |
- |
300 |
|
- |
9.1 , 9.2 & 10(Resistivity & HYDROGEN EMBRITTLEMENT TEST) |
- |
1500 |
|
- |
9.1 , 9.2 & 10(Resistivity & HYDROGEN EMBRITTLEMENT TEST) |
- |
1500 |
|
- |
10(HYDROGEN EMBRITTLEMENT TEST- IS 191) |
- |
1500 |
|
- |
9.1- Table 5(Mass Resistivity- IS 3635) |
- |
1500 |
|
- |
8.2(FREEDOM FROM DEFECTS) |
- |
500 |
|
- |
8.1(FREEDOM FROM DEFECTS) |
- |
500 |
|
- |
7.1 - Table 4(Total Impurities- IS 440) |
- |
450 |
|
- |
7.1 - Table 4(Selenium + Telluuium- IS 440) |
- |
450 |
|
- |
7.1 - Table 4(Znic-IS 440) |
- |
300 |
|
- |
7.1 - Table 4(Tin - IS 440) |
- |
300 |
|
- |
7.1 - Table 4(Tellurium- IS 440) |
- |
450 |
|
- |
7.1 - Table 4(Sulphur- IS 440) |
- |
300 |
|
- |
7.1 - Table 4(Selenium - IS 440) |
- |
450 |
|
- |
7.1 - Table 4(Oxygen IS 440) |
- |
1500 |
|
- |
7.1 - Table 4(Nickel IS 440) |
- |
300 |
|
- |
7.1 - Table 4(Lead IS 440) |
- |
300 |
|
- |
7.1 - Table 4(Iron IS 440) |
- |
300 |
|
- |
7.1 - Table 4(Bismuth-IS 440) |
- |
1000 |
|
- |
7.1 - Table 4(Antimony-IS440) |
- |
750 |
|
- |
7.1 - Table 4(Arsenic- IS440) |
- |
750 |
|
- |
7.1 - Table 4(Phosphorus- IS 440) |
- |
300 |
|
- |
7.1 - Table 4(Copper (any Silver present to be counted as copper)-IS440) |
- |
450 |
|
- |
7.1 - Table 4(Silver- IS 440) |
- |
450 |
|
- |
7.1 - Table 4(Copper + Silver(By difference)-IS440) |
- |
450 |
|
- |
5.3-Table 3 (Cast cakes)(Deviation from straightness per 1000 mm length) |
- |
200 |
|
- |
5.3-Table 3 (Cast cakes)(thickness ) |
- |
200 |
|
- |
5.3-Table 3 (Cast cakes)(Width) |
- |
200 |
|
- |
5.4-Table 3 (Cast cakes)(Mass) |
- |
200 |
|
- |
5.4-Table 3 (Ingots)(Mass) |
- |
200 |
|
- |
5.3-Table 3 (Vertically static cast wire bars)(Other dimention) |
- |
200 |
|
- |
5.3-Table 3 (Vertically static cast wire bars)(thickness ) |
- |
200 |
|
- |
5.3-Table 3 (Vertically static cast wire bars)(Width) |
- |
200 |
|
- |
5.4-Table 3 (Vertically static cast wire bars)(Mass) |
- |
200 |
|
- |
5.3-Table 3 (Vertically continuously cast wire bars)(Other dimention) |
- |
200 |
|
- |
5.3-Table 3 (Vertically continuously cast wire bars)(thickness ) |
- |
200 |
|
- |
5.3-Table 3 (Vertically continuously cast wire bars)(Width) |
- |
200 |
|
- |
5.4-Table 3 (Vertically continuously cast wire bars)(Mass) |
- |
200 |
|
- |
5.2-Table 3 (For Billets)(Deviation from straightness per 1000 mm length) |
- |
200 |
|
- |
5.2-Table 3 (For Billets)(Length) |
- |
200 |
|
- |
5.2-Table 3 (For Billets)(Diameter) |
- |
200 |
|
- |
5.4-Table 3 (For Billets)(Mass) |
- |
200 |
|
- |
5.2(Billets) |
- |
200 |
|
- |
5.1- Table 2(γ) |
- |
200 |
|
- |
5.1- Table 2( β ) |
- |
200 |
|
- |
5.1- Table 2(α ) |
- |
200 |
|
- |
5.1- Table 2(R2 ) |
- |
200 |
|
- |
5.1- Table 2(R1) |
- |
200 |
|
- |
5.1- Table 2(R) |
- |
200 |
|
- |
5.1- Table 2(b1) |
- |
200 |
|
- |
5.1- Table 2(b) |
- |
200 |
|
- |
5.1- Table 2(h1) |
- |
200 |
|
- |
5.1- Table 2(h) |
- |
200 |
|
- |
5.1- Table 2(L1) |
- |
200 |
|
- |
5.1- Table 2(L) |
- |
200 |
|
- |
4-Table 1(GRADES/DESIGNATIONS) |
- |
200 |
|
- |
5.4-Table 3 (Ingots)(Mass) |
- |
200 |
|
- |
5.1- Table 2(γ) |
- |
200 |
|
- |
5.1- Table 2( β ) |
- |
200 |
|
- |
5.1- Table 2(α ) |
- |
200 |
|
- |
5.1- Table 2(R2 ) |
- |
200 |
|
- |
5.1- Table 2(R1) |
- |
200 |
|
- |
5.1- Table 2(R) |
- |
200 |
|
- |
5.1- Table 2(b1) |
- |
200 |
|
- |
5.1- Table 2(b) |
- |
200 |
|
- |
5.1- Table 2(h1) |
- |
200 |
|
- |
5.1- Table 2(h) |
- |
200 |
|
- |
5.1- Table 2(L1) |
- |
200 |
|
- |
5.1- Table 2(L) |
- |
200 |
|
- |
4-Table 1(GRADES/DESIGNATIONS) |
- |
200 |
|
- |
|
10 Mar, 2027 |
- - |
107 |
IS 455 (2015) |
Portland slag cement - Specification |
All Type |
11600 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
7 Table 1 v(Transverse strength (optional)
IS 4031(Part 8) ) |
- |
1500 |
|
- |
7 Table 1 iv c(Compretsive Strenqth 672 ± 4 hr
IS 4031(Part 6)) |
- |
1500 |
|
- |
7 Table 1 iv b(Compretsive Strenqth 168 ± 2 hr
IS 4031(Part 6)) |
- |
1500 |
|
- |
7 Table 1 iv a(Compretsive Strenqth .72 ± 1 hr
IS 4031(Part 6)) |
- |
1500 |
|
- |
7 Table 1 iii b(Setting Time ( by Vicat Apparatus ), Final
IS 4031(Part 5)) |
- |
750 |
|
- |
7 Table 1 iii a(Setting Time ( by Vicat Apparatus ),Initial
IS 4031(Part 5)) |
- |
750 |
|
- |
7 Table 1 ii b(Soundness, Autoclave expansion
IS 4031(Part 3) ) |
- |
750 |
|
- |
7 Table 1 ii a(Soundness, Le-Chate1ier expansion
IS 4031(Part 3) ) |
- |
750 |
|
- |
7 Table 1 i(Fineness
IS 4031(Part 2)) |
- |
500 |
|
- |
6 - Table - 1 vii( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985) |
- |
600 |
|
- |
6 - Table - 1 vi(Chloride content - Cl 4.13 of IS 4032:1985) |
- |
600 |
|
- |
6 - Table - 1 v(Loss on ignition - Cl 6.2 of IS 4032:1985) |
- |
600 |
|
- |
6 - Table - 1 iv(Sulphide sulphur (S) - Cl 6.12 of IS 4032:1985) |
- |
600 |
|
- |
6 - Table - 1 iii(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 6.11 of IS 4032:1985) |
- |
600 |
|
- |
6 - Table - 1 ii(Magnesia - Cl 6.8 of IS 4032:1985) |
- |
600 |
|
- |
6 - Table - 1 i(Insoluble residue - Cl 6.9 of IS 4032:1985) |
- |
600 |
|
- |
|
10 Mar, 2027 |
- - |
108 |
IS 13487 (1992) |
Irrigation equipment - Emitters - Specification |
All Type |
5287 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
7.1(Construction and workmanship) |
- |
500 |
|
- |
7.2(Flow path in emitters) |
- |
500 |
|
- |
7.3.1(Resistance to Hydrostatic pressure) |
- |
2000 |
|
- |
7.3.2(Resistance to Hydrostatic pressure) |
- |
2000 |
|
- |
7.3.3(Resistance to Hydrostatic pressure) |
- |
2000 |
|
- |
7.4.1(Emitter Pull Out In-line emitters) |
- |
1000 |
|
- |
7.4.2(Emitter Pull Out On-line emitters) |
- |
1000 |
|
- |
8.1.2(Uniformity of Emission Rate Unregulated emitters) |
- |
1000 |
|
- |
8.1.3(Uniformity of Emission Rate Regulated emitters) |
- |
1000 |
|
- |
8.2.2(Emission rate as a function of inlet pressure Unregulated emitters) |
- |
1000 |
|
- |
8.2.3(Emission rate as a function of inlet pressure Regulated emitters) |
- |
1000 |
|
- |
8.3(Determination of Emitter Exponent) |
- |
1500 |
|
- |
4(Classification) |
- |
300 |
|
- |
9(Marking) |
- |
500 |
|
- |
8.3(Determiaatlon of Emitter Exponent) |
- |
1500 |
|
- |
8.2.3(Regulated Emitters) |
- |
1000 |
|
- |
8.2.2(Unregulated Emttters) |
- |
1000 |
|
- |
8.2.1(Selection of Telt Sample) |
- |
500 |
|
- |
8.2(Emission Rate as a Function of Inlet Pressure) |
- |
1000 |
|
- |
8.1.3(Regulated Emitters) |
- |
1000 |
|
- |
8.1.2(Unregulated Emitters) |
- |
1000 |
|
- |
8.1(Uniformity of Emission Rate) |
- |
1000 |
|
- |
8.1.1(Number of Test Samples) |
- |
1000 |
|
- |
7.4.2(On-Line Emitters) |
- |
1000 |
|
- |
7.4.1(In-Line Emitters) |
- |
1000 |
|
- |
7.4(Emitter Pull-out) |
- |
1000 |
|
- |
7.3(Resistance to Hydrostatic Pressure) |
- |
2000 |
|
- |
7.2(Flow Paths In Emitter) |
- |
1000 |
|
- |
7.1(Construction and Workmanship) |
- |
500 |
|
- |
6.3(Accuracy or Measuring Devices) |
- |
500 |
|
- |
6.2(Test Conditions) |
- |
200 |
|
- |
6.1(Test Specimens) |
- |
500 |
|
- |
5.3(Materials) |
- |
0 |
|
- |
5.2(Emitter Ends) |
- |
0 |
|
- |
5.1(Connections) |
- |
0 |
|
- |
8.1.3(Uniformity of Emission Rate Regulated emitters) |
- |
1000 |
|
- |
8.1.2(Uniformity of Emission Rate Unregulated emitters) |
- |
1000 |
|
- |
|
10 Mar, 2027 |
- - |
109 |
IS 1489 (Part 1) (2015) |
Portland pozzolana cement - Specification: Part 1 fly Ash Based |
All Type |
8600 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
7 -Table 2- vi(Drying Shrinkage- IS 4031 Part 10) |
- |
800 |
|
- |
7 -Table 2- v(Transverse Strength - IS 4031 Part 8 (Optional)) |
- |
1000 |
|
- |
7 -Table 2- iv- c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6) |
- |
1200 |
|
- |
7 -Table 2- iv- b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6) |
- |
1200 |
|
- |
7 -Table 2- iv- a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6) |
- |
1200 |
|
- |
7 -Table 2-iii- b(Setting Time Final- 4031 Part 5) |
- |
400 |
|
- |
7 -Table 2- iii- a(Setting Time Initial- 4031 Part 5) |
- |
400 |
|
- |
7 -Table 2- ii- b(Expansion after aeration- 4031 Part 3) |
- |
500 |
|
- |
7 -Table 2- ii- b(Expansion by Autoclave- 4031 Part 3) |
- |
500 |
|
- |
7 -Table 2- ii- a(Expansion after aeration - 4031 Part 3) |
- |
500 |
|
- |
7 -Table 2- ii- a(Expansion by Le Chatelier- 4031 Part 3) |
- |
500 |
|
- |
7 -Table 2- i(Fineness 4031 Part 2) |
- |
500 |
|
- |
6 - Table - 1 vi( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985) |
- |
500 |
|
- |
6 - Table - 1 v(Chloride content - Cl 4.13 of IS 4032:1985) |
- |
500 |
|
- |
6 - Table - 1 iv(Loss on ignition - Cl 7.1 of IS 4032:1985) |
- |
600 |
|
- |
6 - Table - 1 iii(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 7.3 of IS 4032:1985) |
- |
600 |
|
- |
6 - Table - 1 ii(Magnesia - Cl 7.2 of IS 4032:1985) |
- |
600 |
|
- |
6 - Table - 1 i(Insoluble residue - Cl 7.4 of IS 4032:1985) |
- |
600 |
|
- |
|
10 Mar, 2027 |
- - |
110 |
IS 3812 (Part 1) (2013) |
Pulverized fuel ash - Specification: Part 1 For use as pozzolana in cement, cement mortar and concrete |
All Type |
11100 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl. 6.1, Table 1 - i(Silicon dioxide (SiO2) plus aluminium oxide (Al2O3) plus ironoxide (Fe2O3) - IS 1727) |
- |
400 |
|
- |
Cl. 6.1, Table 1 - ii(Silicon dioxide (SiO2) - IS 1727) |
- |
400 |
|
- |
Cl. 6.1, Table 1 - iii(Reactive Silica - Annex B) |
- |
350 |
|
- |
Cl. 6.1, Table 1 - iv(Magnesium oxide (MgO) - IS 1727) |
- |
500 |
|
- |
Cl. 6.1, Table 1 - v( Total sulphur as sulphur trioxide (SO3) - IS 1727) |
- |
500 |
|
- |
Cl. 6.1, Table 1 - vi( Available alkalis as equivalent sodium oxide (Na2O) - Annex C) |
- |
800 |
|
- |
Cl. 6.1, Table 1 - vii( Total Chlorides - IS 4032) |
- |
600 |
|
- |
Cl. 6.1, Table 1 - viii( Loss on ignition - IS 1727) |
- |
750 |
|
- |
Cl. 6.2(Moisture content of the fly ash when supplied in dry condition - Annex D) |
- |
500 |
|
- |
7.1-Table 2(i)(PHYSICAL REQUIREMENTS-Fineness) |
- |
1000 |
|
- |
7.1-Table 2(ii)(PHYSICAL REQUIREMENTS-Particles retained on 45 micron IS sieve) |
- |
750 |
|
- |
7.1-Table 2(iii)(PHYSICAL REQUIREMENTS-Average compressive strength) |
- |
1500 |
|
- |
7.1-Table 2(iv)(PHYSICAL REQUIREMENTS-Compressive strength at 28 days) |
- |
1500 |
|
- |
7.1-Table 2(v)(PHYSICAL REQUIREMENTS-Soundness by autoclave test ) |
- |
1200 |
|
- |
5.1, 7.1, table-2, iii(Lime reacitivity) |
- |
1500 |
|
- |
|
10 Mar, 2027 |
- - |
111 |
IS 269 (2015) |
Ordinary portland cement - Specification (Sixth Revision) |
All Type |
8850 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
7 Table-3 v(Transverse Strength - IS 4031 Part 8 (Optional)) |
- |
1500 |
|
- |
7 Table-3 iv c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6) |
- |
1200 |
|
- |
7 Table-3 iv b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6) |
- |
1200 |
|
- |
7 Table-3 iv a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6) |
- |
1200 |
|
- |
7 Table-3 iii b(Setting Time Final) |
- |
500 |
|
- |
7 Table-3 iii a(Setting Time Initial) |
- |
500 |
|
- |
7 Table-3 ii b(Expansion after aeration) |
- |
500 |
|
- |
7 Table-3 ii b(Expansion by Autoclave) |
- |
500 |
|
- |
7 Table-3 ii a(Expansion after aeration) |
- |
400 |
|
- |
7 Table-3 ii a(Expansion by Le Chatelier) |
- |
400 |
|
- |
7 Table-3 i.(Fineness) |
- |
400 |
|
- |
6.1 Table-2 viii(Alkali content) |
- |
400 |
|
- |
6.1 Table-2 vii(Chloride content) |
- |
300 |
|
- |
6.1 Table-2 vi(Loss on ignition) |
- |
300 |
|
- |
6.1 Table-2 v(Total Sulphur Content calculated as Sulphuric Anhydride) |
- |
350 |
|
- |
6.1 Table-2 iv(Magnesia) |
- |
300 |
|
- |
6.1 Table-2 iii.(Insoluble residue) |
- |
400 |
|
- |
6.1 Table-2 ii.(Ratio of percentage of alumina to that of iron oxide) |
- |
300 |
|
- |
6.1 Table-2 i.(Ratio of percentage of lime to percentage of silica, alumina and iron oxide) |
- |
300 |
|
- |
6 - Table - 1 viii(Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985) |
- |
800 |
|
- |
11(Marking) |
- |
200 |
|
- |
|
10 Mar, 2027 |
- - |
112 |
IS 1786 (2008) |
High strength deformed steel bars and wires for concretere inforcement - Specification (Fourth Revision) |
All Type |
15500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl 9.4(Load In Other Direction From Bend) |
- |
500 |
|
- |
Cl 9.3(Load In One Direction) |
- |
500 |
|
- |
Cl 8.1(UTM) |
- |
1000 |
|
- |
Cl 7.2(Weight) |
- |
500 |
|
- |
Cl 6.1(Length, Width & Thickness) |
- |
500 |
|
- |
Cl 5(Deformations and Surface Characteristics) |
- |
200 |
|
- |
Cl.9.4 & Cl. 9.4.1(Rebend test) |
- |
500 |
|
- |
Cl. 9.3, Table 4(Bend Test ) |
- |
500 |
|
- |
Cl. 8.1 Table 3(Elongation, percentage) |
- |
500 |
|
- |
Cl. 8.1 Table 3(TS/YS ratio) |
- |
30 |
|
- |
Cl. 8.1 Table 3(Tensile Strength (TS)) |
- |
1000 |
|
- |
Cl. 8.1 Table 3(Yield Stress (YS)) |
- |
500 |
|
- |
Cl. 7.2 Table -2 (Nominal Mass) |
- |
500 |
|
- |
Cl. 6.1(Nominal Size) |
- |
500 |
|
- |
Cl. 5 (Cl. 5 - Mean projected area of transverse ribs (1/3 of Ar)) |
- |
1200 |
|
- |
Cl. 5 (Cl.5 Mean area of ribs/unit length (Ar), ) |
- |
1200 |
|
- |
8.18.1 Table 3(Total elongation at maximum force) |
- |
300 |
|
- |
5.7(PullOut (Bond Test)) |
- |
3500 |
|
- |
Cl. 5.7(Average compressive strength of cubes at 28 days) |
- |
2500 |
|
- |
Cl. 5.7(Bond Strength at 0.25 mm slip) |
- |
2500 |
|
- |
Cl. 5.3 (b)(The ribs contributing the projected area - Transverse Ribs) |
- |
500 |
|
- |
Cl. 5.3 (a)(The ribs contributing the projected area - Longitudinal Ribs) |
- |
500 |
|
- |
Cl. 8.1 Table 3(Maximum Extension) |
- |
500 |
|
- |
Cl. 6.2, 6.3 Table 1(Gross Cross Sectional Area, A) |
- |
500 |
|
- |
9.2(Tensile test,IS:1608(Pt1)-2018) |
- |
1000 |
|
- |
Cl.4.2 of IS 1786 (Grade:- Fe 415,Fe 415D,Fe 415S,Fe 500,Fe 500D,Fe 500S,Fe 550,Fe 550D,Fe600,Fe 650,Fe 700)(Carbon-IS 228) |
- |
300 |
|
- |
Cl.4.2 of IS 1786 (Grade:- Fe 415,Fe 415D,Fe 415S,Fe 500,Fe 500D,Fe 500S,Fe 550,Fe 550D,Fe600,Fe 650,Fe 700)(Sulphur-IS 228) |
- |
300 |
|
- |
Cl.4.2 of IS 1786 (Grade:- Fe 415,Fe 415D,Fe 415S,Fe 500,Fe 500D,Fe 500S,Fe 550,Fe 550D,Fe600,Fe 650,Fe 700)(Phosphorous- IS 228) |
- |
300 |
|
- |
Cl.4.2 of IS 1786 (Grade:- Fe 415,Fe 415D,Fe 415S,Fe 500,Fe 500D,Fe 500S,Fe 550,Fe 550D,Fe600,Fe 650,Fe 700)(Sulphur & Phosphorous) |
- |
300 |
|
- |
Cl.4.2 of IS 1786 (Grade:- Fe 415D,Fe 415S, Fe 500D,Fe 500S,Fe 550D)(Carbon Equivalent) |
- |
300 |
|
- |
Cl.4.2 of IS 1786 (Manganese- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
300 |
|
- |
Cl.4.2 of IS 1786 (Nitrogen- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
Cl.4.2 of IS 1786 (Copper- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
300 |
|
- |
Cl.4.2 of IS 1786 (Nickel- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
300 |
|
- |
Cl.4.2 of IS 1786 (Chromium- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
300 |
|
- |
Cl.4.2 of IS 1786 (Molybdenum- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
300 |
|
- |
Cl.4.2 of IS 1786 (Vanadium- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
500 |
|
- |
4.2(Niobium (Nb)) |
- |
500 |
|
- |
4.2(Boron (B)) |
- |
500 |
|
- |
4.1( Aluminium %) |
- |
500 |
|
- |
4.1(Silicon %) |
- |
300 |
|
- |
4.1( Ti) |
- |
500 |
|
- |
|
10 Mar, 2027 |
- - |
113 |
IS 10748 (2004) |
Hot - Rolled steel strip for welded tubes and pipes - Specification (Second Revision) |
All Type |
8400 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl 8 & Table 3(UTM) |
- |
1500 |
|
- |
Cl 9(Press) |
- |
750 |
|
- |
Cl 11(Workmanship) |
- |
200 |
|
- |
Cl 12 & 13(Length, Width & Thickness) |
- |
600 |
|
- |
Cl. 14(Weight) |
- |
300 |
|
- |
Cl. 12, 13(Camber) |
- |
350 |
|
- |
Cl. 12, 13(Thickness) |
- |
200 |
|
- |
Cl. 8, Table 3(Elongation) |
- |
500 |
|
- |
Cl. 8, Table 3(Yield Stress) |
- |
500 |
|
- |
Table 1 ( Clauses 7.1 ,7.2 )(TITANIUM) |
- |
350 |
|
- |
Table 1 ( Clauses 7.1 ,7.2 )(VANADIUM) |
- |
350 |
|
- |
Table 1 ( Clauses 7.1 ,7.2 )(NIOBIUM) |
- |
350 |
|
- |
Table 1 ( Clauses 7.1 ,7.2 )(CARBON EQUIVELENT ) |
- |
300 |
|
- |
Table 1 ( Clauses 7.1 ,7.2 )(Molybdenum) |
- |
300 |
|
- |
Table 1 ( Clauses 7.1 ,7.2 )(Chromium) |
- |
300 |
|
- |
Table 1 ( Clauses 7.1 ,7.2 )(Nickel) |
- |
300 |
|
- |
Table 1 ( Clauses 7.1 ,7.2 )( ALUMINIUM) |
- |
300 |
|
- |
Table 1 ( Clauses 7.1 ,7.2 )(SILICON) |
- |
300 |
|
- |
Table 1 ( Clauses 7.1 ,7.2 )(NITROGEN) |
- |
350 |
|
- |
Table 1 ( Clauses 7.1 ,7.2 )(MANGANESE) |
- |
300 |
|
- |
Table 1 ( Clauses 7.1 ,7.2 )(PHOSPHURS) |
- |
300 |
|
- |
Table 1 ( Clauses 7.1 ,7.2 )(SULPHUR) |
- |
300 |
|
- |
Table 1 ( Clauses 7.1 ,7.2 )( CARBON) |
- |
300 |
|
- |
|
10 Mar, 2027 |
- - |
114 |
IS 4923 (2017) |
Hollow steel sections for structural use - Specification (Third Revision) |
All Type |
6950 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.) |
- |
300 |
|
- |
Cl.7.1(Manganese- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
300 |
|
- |
Cl.7.1(Sulphur- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
300 |
|
- |
Cl.7.1(Phosphorus- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
300 |
|
- |
Cl.7.1(Silicon- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
300 |
|
- |
Cl.7.1(Aluminium- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
300 |
|
- |
Cl.7.1(Copper- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
300 |
|
- |
Cl.7.1(Niobium- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
300 |
|
- |
Cl.7.1(Vanadium- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
300 |
|
- |
Cl.7.1(Nitrogen- IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
300 |
|
- |
Cl.7.1(Carbon Equivalent-IS 228 and relevant parts or any other established Instrumental/Chemical method.) |
- |
300 |
|
- |
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Depth)) |
- |
200 |
|
- |
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Width)) |
- |
200 |
|
- |
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections(Thickness)) |
- |
200 |
|
- |
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Weigth)) |
- |
200 |
|
- |
Cl.9.1, Table 1(Dimensions and Properties of Hollow Sections (Area of Section)) |
- |
200 |
|
- |
Cl. 10.1, 14.1, 18.1(Straightness) |
- |
450 |
|
- |
Cl. 10.2, Fig 1(Outside dimension (B)) |
- |
200 |
|
- |
Cl. 10.2, Fig 1(Outside dimension (H)) |
- |
200 |
|
- |
Cl. 10.2, Fig 1(Outside dimension (T)) |
- |
200 |
|
- |
Cl. 10.4, Fig 2(Concavity, X1) |
- |
750 |
|
- |
Cl. 10.4, Fig 2(Convexity, X2) |
- |
750 |
|
- |
Cl. 10.5, Fig 3(Squareness of side) |
- |
750 |
|
- |
Cl. 10.6, Fig 4(External Corner Radius) |
- |
750 |
|
- |
Cl. 10.7, Fig 5(Total twist, V) |
- |
750 |
|
- |
Cl. 15.2, Table 3(Tensile Strength- IS 1608) |
- |
1000 |
|
- |
Cl. 15.2, Table 3(Yield Strength- IS 1608) |
- |
1000 |
|
- |
Cl. 15.2, Table 3(Elongation- IS 1608) |
- |
1000 |
|
- |
Cl. 14.1(Exact Length) |
- |
200 |
|
- |
Cl. 14.1(Random Length) |
- |
200 |
|
- |
7(Micro Alloying elements(Nb+V+Ti)) |
- |
900 |
|
- |
11(Oiling & Painting - IS 4923) |
- |
200 |
|
- |
18.1(Height of the internal weld fin - IS 4923) |
- |
200 |
|
- |
|
10 Mar, 2027 |
- - |
115 |
IS 3601 (2006) |
Steel tubes for mechanical and general engineering purposes - Specification (Second Revision) |
All Type |
10550 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
4(Material) |
- |
150 |
|
- |
6.0(Workmanship) |
- |
300 |
|
- |
4.1(Sulphur-Percentage by mass) |
- |
300 |
|
- |
4.1(Phosphorus-Percentage by mass) |
- |
300 |
|
- |
8.0(Straightness) |
- |
300 |
|
- |
19.1.1, 24.1.1, 28.1.1, 33.1.1(Dimensions- Outside Dia) |
- |
250 |
|
- |
19.1.2, 24.1.2, 28.1.2, 33.1.2(Dimensions- Thickness) |
- |
250 |
|
- |
11.1(Surface Protection) |
- |
500 |
|
- |
11.2(Surface Protection) |
- |
500 |
|
- |
13.1.3(Tensile Strength) |
- |
1000 |
|
- |
13.1.1(Yield Stress) |
- |
1000 |
|
- |
13.1.2(Elongation) |
- |
1000 |
|
- |
13.2(Flattening Test) |
- |
1200 |
|
- |
13.3(Bend Test (Strip)) |
- |
1200 |
|
- |
13.4(Bend Test (Whole Tube)) |
- |
1200 |
|
- |
13.5(Drift Expansion Test) |
- |
1500 |
|
- |
13.6(Crush Test) |
- |
750 |
|
- |
19.1.3(Height of Internal Fin) |
- |
350 |
|
- |
Cl. 10 Annex B Cl. 17, Cl. 19(Mass) |
- |
350 |
|
- |
Cl. 9(Length) |
- |
200 |
|
- |
4.0 (a)(Carbon as C - IS:8811) |
- |
300 |
|
- |
4.0 (b)(Manganese as Mn - IS:8811) |
- |
300 |
|
- |
4.0 (c)(Micro Alloying elements (Nb+V+Ti)) |
- |
900 |
|
- |
4.0 (f)(Nitrogen content) |
- |
450 |
|
- |
10(Area of Cross Section) |
- |
350 |
|
- |
16(Marking) |
- |
300 |
|
- |
10(Mass of Tube-SOP MT-23) |
- |
300 |
|
- |
10(Thickness - SOP MT-23) |
- |
300 |
|
- |
10(Outside diameter-SOP MT-23) |
- |
300 |
|
- |
9(Length -SOP MT-23) |
- |
300 |
|
- |
4.0 (b)(Manganese as Mn - IS:8811) |
- |
300 |
|
- |
Cl. 19.1.3(Internal Fin Height) |
- |
300 |
|
- |
Cl. 10 Annex B Cl. 17, Cl. 19(Area of cross section) |
- |
300 |
|
- |
Cl. 10 Annex B Cl. 17, Cl. 19(Radius of gyration) |
- |
300 |
|
- |
Cl. 10 Annex B Cl. 17, Cl. 19(Modulus of section) |
- |
300 |
|
- |
Cl. 10 Annex B Cl. 17, Cl. 19(Moment of inertia) |
- |
300 |
|
- |
19.1.3(Height of Internal Fin) |
- |
300 |
|
- |
13.6(Crush Test) |
- |
750 |
|
- |
13.5(Drift Expansion Test) |
- |
1500 |
|
- |
13.4(Bend Test (Whole Tube)) |
- |
1000 |
|
- |
13.3(Bend Test (Strip)) |
- |
1000 |
|
- |
13.2(Flattening Test) |
- |
1200 |
|
- |
13.1.2(Elongation) |
- |
1000 |
|
- |
13.1.1(Yield Stress) |
- |
1000 |
|
- |
13.1.3(Tensile Strength) |
- |
1000 |
|
- |
11.2(Surface Protection) |
- |
500 |
|
- |
11.1(Surface Protection) |
- |
500 |
|
- |
19.1.2, 24.1.2, 28.1.2, 33.1.2(Dimensions- Thickness) |
- |
250 |
|
- |
19.1.1, 24.1.1, 28.1.1, 33.1.1(Dimensions- Outside Dia) |
- |
300 |
|
- |
8.0(Straightness) |
- |
300 |
|
- |
4.1(Phosphorus-Percentage by mass) |
- |
300 |
|
- |
4.1(Sulphur-Percentage by mass) |
- |
300 |
|
- |
6.0(Workmanship) |
- |
300 |
|
- |
13(Mechanical Testing) |
- |
0 |
|
For BIS samples: 1.5 times of BIS testing charges (10% discount to BIS) |
|
10 Mar, 2027 |
- - |
116 |
IS 1239 : Part 1 (2004) |
Steel tubes, tubulars and other wrought steel fittings - Specification: Part 1 steel tubes (Sixth Revision) |
All Type |
7200 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl 8(Outer Diameter, Thickness & Mass) |
- |
1000 |
|
- |
Cl 10.1(Manufacturing ) |
- |
200 |
|
- |
Cl 10.1.1(Manufacturing ) |
- |
200 |
|
- |
Cl 12(Workmanship) |
- |
200 |
|
- |
Cl 14(Tensile Test, Flattening Test & Bend Test) |
- |
2000 |
|
- |
Cl 15(Workmanship) |
- |
200 |
|
- |
6.2 AND AS PER IS 10748(CARBON) |
- |
300 |
|
- |
6.2 AND AS PER IS 10748(SULPHUR) |
- |
300 |
|
- |
6.2 AND AS PER IS 10748(PHOSPHORUS) |
- |
300 |
|
- |
6.2 AND AS PER IS 10748(MANGANESE) |
- |
300 |
|
- |
6.2 AND AS PER IS 10748(CARBON EQUIVALENT) |
- |
300 |
|
- |
6.2 AND AS PER IS 10748(SILICON) |
- |
300 |
|
- |
6.2 AND AS PER IS 10748(ALUMINIUM) |
- |
300 |
|
- |
6.2 AND AS PER IS 10748(MICRO ALLOY) |
- |
900 |
|
- |
6.2 AND AS PER IS 513(NITROGEN) |
- |
300 |
|
- |
6.2 AND AS PER IS 10748(COPPER) |
- |
300 |
|
- |
Cl. 8 Table 3,4 & 5(Outside Diameter) |
- |
200 |
|
- |
Cl. 8, 9 Table 3,4 & 5(Thickness) |
- |
200 |
|
- |
Cl. 6.5(Height of Internal Fin) |
- |
350 |
|
- |
Cl. 8, 9 Table 3,4 & 5(Mass of Tube) |
- |
350 |
|
- |
Cl. 11(Length) |
- |
200 |
|
- |
Cl. 3.3, 10.2(Plain End) |
- |
200 |
|
- |
12 AND AS PER IS 4736(UNIFORMITY OF ZINC COATING) |
- |
500 |
|
- |
12.1(Galvanizing) |
- |
500 |
|
- |
12.2(Galvanizing) |
- |
500 |
|
- |
17.0 & 17.1(Marking -IS:1239 (P1)) |
- |
200 |
|
- |
17.0 & 17.2(Colour Band - IS:1239 (P1)) |
- |
200 |
|
- |
17.0 & 17.4(Length of colour band - IS:1239 (P1)) |
- |
200 |
|
- |
10.1(Thared Joints(IS:554)) |
- |
350 |
|
- |
10.2(Plain end) |
- |
200 |
|
- |
13.0(Leak Proof Test) |
- |
1200 |
|
- |
|
10 Mar, 2027 |
- - |
117 |
IS 2645 (2003) |
Integral waterproofing compounds for cement mortar and concrete - Specification (Second Revision) |
All Type |
5500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Clause 3.4(Chloride content) |
- |
750 |
|
- |
Cl 3.1(The permeability of water in specimen Prepared with WPC shall be less than half the permeability of plain cement specimens. (i.e ; < 50 percent)) |
- |
2000 |
|
- |
Cl 3.2(Initial & Final) |
- |
750 |
|
- |
Cl 3.3(Compressive Strength, At 3days & 7 days) |
- |
1500 |
|
- |
Clause 3.3(Compressive strength of cement mortar with waterproofing compound at 7 days (168 ± 2 h)) |
- |
1500 |
|
- |
Clause 3.3(Compressive strength of cement mortar at 7 days (168 ± 2 h)) |
- |
1500 |
|
- |
Clause 3.3(Compressive strength of cement mortar with waterproofing compound at 3 days (72 ± 1 h)) |
- |
1500 |
|
- |
Clause 3.3(Compressive strength of cement mortar at 3 days (72 ± 1 h)) |
- |
1500 |
|
- |
Clause 3.2(Final setting time of cement with Water proofing compound) |
- |
750 |
|
- |
Clause 3.2(Initial setting time of cement with Water proofing compound) |
- |
750 |
|
- |
Clause 3.2(Final setting time of cement) |
- |
750 |
|
- |
Clause 3.2(Initial setting time of cement) |
- |
750 |
|
- |
Clause 3.1
(Permeability to water of cement mortar with Water proofing compound) |
- |
2000 |
|
- |
Clause 3.1
(Permeability to water of cement mortar) |
- |
2000 |
|
- |
|
10 Mar, 2027 |
- - |
118 |
IS 444 (2017) |
Rubber hoses, textile - Reinforced, for general - Purpose water applications - Specification (Fifth Revision) |
All Type |
8500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
4(Classification - IS 444) |
- |
200 |
|
- |
5(Lining - IS 444) |
- |
300 |
|
- |
5(Reinforcement - IS 444) |
- |
200 |
|
- |
5(Cover - IS 444) |
- |
200 |
|
- |
5(Lining and Cover - IS 444) |
- |
300 |
|
- |
6.1- Table 1(Internal diameters - ISO 4671) |
- |
200 |
|
- |
6.2(Concentricity - ISO 4671) |
- |
200 |
|
- |
6.3(Length -IS 4671) |
- |
200 |
|
- |
6.4( thickness of the lining plus cover - ISO 4671) |
- |
300 |
|
- |
6.4(If the cover is fluted, the depth of the flutes - ISO 4671) |
- |
300 |
|
- |
7.1 - Table 2( tensile strength of Lining - ISO 37 ) |
- |
1000 |
|
- |
7.1 - Table 2( tensile strength of Cover - ISO 37 ) |
- |
1000 |
|
- |
7.1 - Table 2(elongation at break of Lining - ISO 37) |
- |
1000 |
|
- |
7.1 - Table 2(elongation at break of Cover - ISO 37) |
- |
1000 |
|
- |
7.1 - Table 2(Change in tensile strength of Lining from original value after ageing(max) - ISO 188 and ISO 37) |
- |
1500 |
|
- |
7.1 - Table 2(Change in tensile strength of Cover from original value after ageing(max) - ISO 188 and ISO 37) |
- |
1500 |
|
- |
7.1 - Table 2(Change in elongation at break of Lining from original value after ageing (max.) - ISO 188 and ISO 37) |
- |
1500 |
|
- |
7.1 - Table 2(Change in elongation at break of Cover from original value after ageing (max.) - ISO 188 and ISO 37) |
- |
1500 |
|
- |
7.2 - Table 3(Proof pressure at 23 °C - ISO 1402) |
- |
2500 |
|
- |
7.2 - Table 3(Change in length at proof pressure - ISO 1402) |
- |
2500 |
|
- |
7.2 - Table 3(Minimum burst pressure - ISO 1402) |
- |
2500 |
|
- |
7.2 - Table 3(Adhesion between components - ISO 8033) |
- |
1000 |
|
- |
7.2 - Table 3(Ozone resistance - ISO 7326) |
- |
2000 |
|
- |
7.2 - Table 3(Flexibility at 23 °C - Method A of ISO 1746) |
- |
1000 |
|
- |
7.2 - Table 3(Low-temperature flexibility - Method B of ISO 4672) |
- |
1000 |
|
- |
|
10 Mar, 2027 |
- - |
119 |
IS 10124 : Part 13 (2009) |
Fabricated PVC-U Fittings for Potable Water Supplies - Specification Part 13 Specific Requirements for 11¼oBends PART 12 SPECIFIC REQUIREMENTS FOR 22 ½o BENDS |
All Type |
3400 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
3.1(General) |
- |
2500 |
|
- |
3.2.2, Table 2(Dimension of 11 1/4° bends for Elastomeric sealing ring joint) |
- |
300 |
|
- |
3.2.2, Table 1(Dimension of 11 1/4° bends) |
- |
300 |
|
- |
3.2.3(Socket, Measurement) |
- |
300 |
|
- |
|
10 Mar, 2027 |
- - |
120 |
IS 10124 : Part 12 (2009) |
Fabricated pvc - U fittings for potable water supplies - Specification: Part 12 specific requirements for 22½ degree bends (Second Revision) |
All Type |
3700 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
3.1(General) |
- |
2500 |
|
- |
3.2.2, Table 1(Dimensions of 22 ½ deg Bends) |
- |
300 |
|
- |
3.2.2, Table 2(Dimensions of 22 ½ deg Bend for Elastomeric Sealing Ring Joint) |
- |
300 |
|
- |
3.2.3(Socket, measurements) |
- |
300 |
|
- |
|
10 Mar, 2027 |
- - |