61 |
IS 4923 (2017) |
Hollow steel sections for structural use - Specification (Third Revision) |
GRADE YST 210,240,310,355 & UPTO 400 MM SIZE |
-
|
5000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl. 10.2, Fig 1(Outside dimension (B)) |
- |
5000 |
|
- |
Cl. 10.2, Fig 1(Outside dimension (H)) |
- |
5000 |
|
- |
Cl. 10.2, Fig 1(Outside dimension (T)) |
- |
5000 |
|
- |
Cl. 10.6, Fig 4(External Corner Radius) |
- |
5000 |
|
- |
Cl. 10.5, Fig 3(Squareness of side) |
- |
5000 |
|
- |
Cl. 10.4, Fig 2(Concavity, X1) |
- |
5000 |
|
- |
Cl. 10.4, Fig 2(Convexity, X2) |
- |
5000 |
|
- |
Cl. 15.2, Table 3(Tensile Strength- IS 1608) |
- |
5000 |
|
- |
Cl. 15.2, Table 3(Yield Strength- IS 1608) |
- |
5000 |
|
- |
Cl. 15.2, Table 3(Elongation- IS 1608) |
- |
5000 |
|
- |
Cl. 18, Note 2(Internal Fin Height (Only for Cold Formed)) |
- |
5000 |
|
- |
|
Complete
|
|
30 Mar, 2027 |
- - |
62 |
IS 7834 : Part 1 (1987) |
injection moulded PVC socket fittings with solvent cement joints for water supplies: Part 1 General requirements |
16 MM-315 MM |
-
|
4500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl.4(Minimum Thickness) |
- |
4500 |
|
- |
Cl. 5.1.1, 5.1.2, Table 1, Fig 1(Minimum Socket Length) |
- |
4500 |
|
- |
Cl. 5.1.1, 5.1.2, Table 1, Fig 1(Mean Socket Internal Diameter at Mid-Point of Socket Length) |
- |
4500 |
|
- |
Cl. 5.1.1, 5.1.2, Table 1, Fig 1(Out-of-roundness tolerances of socket inside diameter) |
- |
4500 |
|
- |
Cl. 6.1(Stress Relief Test- Appendix A) |
- |
4500 |
|
- |
Cl. 6.2(Opacity- Appendix B) |
- |
4500 |
|
- |
Cl. 6.3(Effect on Water[(Lead ( first extraction )]- Appendix C) |
- |
4500 |
|
- |
Cl. 6.3(Effect on Water[(Lead ( third extraction )]- Appendix C) |
- |
4500 |
|
- |
Cl. 6.3(Effect on Water [Dialkyl tin C4, and higher homologues, measured as tin ( third extraction )]- Appendix C) |
- |
4500 |
|
- |
Cl. 6.3(Effect on Water [Other toxic substances ( third extraction )]- Appendix C) |
- |
4500 |
|
- |
Cl. 6.4(Short-Term Hydraulic Test- Appendix D) |
- |
4500 |
|
- |
6.1.1(VCM Content Test) |
- |
4500 |
|
- |
3(Size of Fitting -) |
- |
4500 |
|
- |
5(Socket dimensions) |
- |
4500 |
|
- |
6.1(Stress Relief Test) |
- |
4500 |
|
- |
6.2(Opacity) |
- |
4500 |
|
- |
6.3(Effect on Water) |
- |
4500 |
|
- |
6.4(Short-Term Hydraulic Test) |
- |
4500 |
|
- |
7.2(Production Routine Tests) |
- |
4500 |
|
- |
4(Minimum thickness) |
- |
4500 |
|
- |
|
Complete
|
|
30 Mar, 2027 |
- Scope restricted upto 250 mm |
63 |
IS 1341 (2018) |
Steel Butt Hinges - Specification (Sixth Revision) |
TYPES AS PER CL SIZE 15 MM -100 MM |
-
|
1700 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
5.1 Tables 2 to 9 (2)(Size of Hinge) |
- |
1700 |
|
- |
6.2.1(Knuckles) |
- |
1700 |
|
- |
6.4(Screw Holes) |
- |
1700 |
|
- |
6.4.2.1(Position of Holes) |
- |
1700 |
|
- |
TABLE-1 (Clause-4)(SULPHUR) |
- |
1700 |
|
- |
TABLE-1 (Clause-4)( CARBON) |
- |
1700 |
|
- |
TABLE-1 (Clause-4)(PHOSPHURS) |
- |
1700 |
|
- |
TABLE-1 (Clause-4)(MANGANESE) |
- |
1700 |
|
- |
TABLE-1 (Clause-4)(SILICON) |
- |
1700 |
|
- |
|
Complete
|
|
30 Mar, 2027 |
- - |
64 |
IS 1239 : Part 1 (2004) |
Steel tubes, tubulars and other wrought steel fittings - Specification: Part 1 steel tubes (Sixth Revision) |
15 -150 MM, LIGHT MED, HEAVEY, PLAIN AND SCCREWED ENDS |
-
|
6000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl 8(Outer Diameter, Thickness & Mass) |
- |
6000 |
|
- |
Cl 12(Workmanship) |
- |
6000 |
|
- |
Cl. 11(Length) |
- |
6000 |
|
- |
10.1(Thared Joints(IS:554)) |
- |
6000 |
|
- |
12.2(Galvanizing) |
- |
6000 |
|
- |
13.0(Leak Proof Test) |
- |
6000 |
|
- |
Clause - 6.1.1, Table-1(SULPHUR) |
- |
6000 |
|
- |
7, 6.1.1(PHOSPHURS) |
- |
6000 |
|
- |
7, 6.1.1(CARBON) |
- |
6000 |
|
- |
7, 6.1.1(MANGANESE) |
- |
6000 |
|
- |
|
Complete
|
|
30 Mar, 2027 |
- - |
65 |
IS 1161 (2014) |
Steel tubes for structural purposes - Specification (Fifth Revision) |
15 -350NB, GRADE YST 210-355 |
-
|
4500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
Cl 7(Workmanship) |
- |
4500 |
|
- |
Cl 6(Outer Diameter, Thickness & Mass) |
- |
4500 |
|
- |
9(Straightness) |
- |
4500 |
|
- |
Cl 11.3.1(Flattening test (over 50 mm NB)) |
- |
4500 |
|
- |
8.0(Mass of Zinc coating - IS:6745) |
- |
4500 |
|
- |
Clause - 5.1, Table-3( CARBON) |
- |
4500 |
|
- |
Clause - 5.1, Table-3(SULPHUR) |
- |
4500 |
|
- |
Clause - 5.1, Table-3(PHOSPHURS) |
- |
4500 |
|
- |
Clause - 5.1, Table-3(MANGANESE) |
- |
4500 |
|
- |
5 AND AS PER IS 10748(CARBON EQUIVALENT) |
- |
4500 |
|
- |
5 AND AS PER IS 10748(MICRO ALLOY) |
- |
4500 |
|
- |
Clause - 5.1, Table-3(NITROGEN) |
- |
4500 |
|
- |
|
Complete
|
|
30 Mar, 2027 |
- For finished product
Only above 50 mm NB |
66 |
IS 710 (2010) |
Marine plywood - Specification (Second Revision) |
AS PER CL 6.1 UPTO 900X 2400 MM, 3MM-25 MM THICKNESS |
-
|
12500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
7.1(WORKMANSHIP AND FINISH ) |
- |
12500 |
|
- |
6.1(DIMENSIONS) |
- |
12500 |
|
- |
9.1.1(MOISTURE CONTENT) |
- |
12500 |
|
- |
9.1.2 , 9.1.2.1(Glue Adhesion in Dry State) |
- |
12500 |
|
- |
9.1.3 , 9.1.3.1.1(Water resistance test) |
- |
12500 |
|
- |
9.1.4(Tensile strength) |
- |
12500 |
|
- |
9.1.5 , 9.1.3.1.1(Mycological test) |
- |
12500 |
|
- |
9.1.6 (Table 3)(Static bending strength) |
- |
12500 |
|
- |
9.1.2 , 9.1.2.2(Glue Adhesion in Dry State) |
- |
12500 |
|
- |
9.1.7 (Table 4)(Wet bending strength) |
- |
12500 |
|
- |
9.1.8(Retention of preservative) |
- |
12500 |
|
- |
|
Complete
|
|
30 Mar, 2027 |
- - |
67 |
IS 362 (1991) |
Parliament Hinges -specification |
TYPE 1/2/3 SIZE 50-200 MM |
-
|
5000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
3(Type) |
- |
5000 |
|
- |
7.1(FINISH) |
- |
5000 |
|
- |
6.3(MANUFACTURE-Pins) |
- |
5000 |
|
- |
6.5(MANUFACTURE-Position of Holes) |
- |
5000 |
|
WITHOUT RAW MATERIAL TEST |
|
Complete
|
|
30 Mar, 2027 |
- - |
68 |
IS 383 (2016) |
Coarse and Fine Aggregate for Concrete - Specification (Third Revision) |
- |
-
|
10000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
5.4.1 (a)(mechanical properties- Aggregate Crushing Value/Ten Percent Fines Value) |
- |
2000 |
|
- |
5.4.2(a)(Â Â Aggregates Impact Value) |
- |
2000 |
|
- |
5.4.3(a)( Aggregate Abrasion Value) |
- |
2000 |
|
- |
5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(coarse aggregate)) |
- |
2000 |
|
- |
5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (coarse aggregate)) |
- |
2000 |
|
- |
5.5-IS: 2386 (P-5)(Soundness (coarse aggregate)) |
- |
2000 |
|
- |
5.3-IS: 2386 (P-1)(Combined elongation & flakiness index (coarse aggregate)) |
- |
2000 |
|
- |
5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (coarse aggregate)) |
- |
2000 |
|
- |
5.2- TABLE-2- (iv) IS-2386 (P-2)(Soft fragments (coarse aggregate)) |
- |
2000 |
|
- |
5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (coarse aggregate)) |
- |
2000 |
|
- |
5.2- TABLE-2- (ii) IS-2386 (P-2)(Clay lumps (coarse aggregate )) |
- |
2000 |
|
- |
5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (coarse aggregate )) |
- |
2000 |
|
- |
6.1-Table 7(i)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 80 mm sieve ) |
- |
2000 |
|
- |
6.1-Table 7(ii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 63 mm sieve ) |
- |
2000 |
|
- |
6.1-Table 7(iii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 40 mm sieve ) |
- |
2000 |
|
- |
6.1-Table 7(iv)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 20 mm sieve ) |
- |
2000 |
|
- |
6.1-Table 7(v)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 16 mm sieve ) |
- |
2000 |
|
- |
6.1-Table 7(vi)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 12.5 mm sieve ) |
- |
2000 |
|
- |
6.1-Table 7(vii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 10 mm sieve ) |
- |
2000 |
|
- |
6.1-Table 7(viii)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 4.75 mm sieve ) |
- |
2000 |
|
- |
6.1-Table 7(ix)(SIZE AND GRADING OF AGGREGATES-Single-Sized Coarse Aggregates-Percentage Passing through 2.36 mm sieve ) |
- |
2000 |
|
- |
6.2-Table 7(i)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 80 mm sieve) |
- |
1000 |
|
- |
6.2-Table 7(ii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 63 mm sieve) |
- |
1000 |
|
- |
6.2-Table 7(iii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 40 mm sieve) |
- |
1000 |
|
- |
6.2-Table 7(iv)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 20 mm sieve) |
- |
1000 |
|
- |
6.2-Table 7(v)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 16 mm sieve) |
- |
1000 |
|
- |
6.2-Table 7(vi)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 12.5 mm sieve) |
- |
1000 |
|
- |
6.2-Table 7(vii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 10 mm sieve) |
- |
1000 |
|
- |
6.2-Table 7(viii)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 4.75 mm sieve) |
- |
1000 |
|
- |
6.2-Table 7(ix)(SIZE AND GRADING OF AGGREGATES- Graded Coarse Aggregates-Percentage Passing through 2.36 mm sieve) |
- |
1000 |
|
- |
6.3-Table 9(i)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 10mm Sieve ) |
- |
1000 |
|
- |
6.3-Table 9(ii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 4.75mm Sieve ) |
- |
1000 |
|
- |
6.3-Table 9(iii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 2.36mm Sieve ) |
- |
1000 |
|
- |
6.3-Table 9(iv)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 1.18mm Sieve ) |
- |
1000 |
|
- |
6.3-Table 9(v)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 600µm Sieve ) |
- |
1000 |
|
- |
6.3-Table 9(vi)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 300µm Sieve ) |
- |
1000 |
|
- |
6.3-Table 9(vii)(SIZE AND GRADING OF AGGREGATES-Fine Aggregate-Percentage Passing through 150µm Sieve ) |
- |
1000 |
|
- |
5.7-Table-3-(v) IS: 2386 (P-3)(specific gravity(fine aggregate)) |
- |
1000 |
|
- |
5.7-Table-3-(Iv) IS: 2386 (P-3)(Water absorption (fine aggregate)) |
- |
1000 |
|
- |
5.5-IS: 2386 (P-5)(Soundness (fine aggregate)) |
- |
1000 |
|
- |
5.2- TABLE-2- (Note-3) IS-2386 (P-2)(Mica content (fine aggregate)) |
- |
1000 |
|
- |
5.2- TABLE-2- (Note-4) IS-2386 (P-2)(Organic impurities (fine aggregate)) |
- |
1000 |
|
- |
5.2- TABLE-2- (vi) IS-2386 (P-2)(Total deleterious material (fine aggregate)) |
- |
1000 |
|
- |
5.2- TABLE-2- (iii) IS-2386 (P-1)(Material fine aggregater than 75 micron (fine aggregate)) |
- |
1000 |
|
- |
5.2- TABLE-2- (ii) IS-2386 (P-2)(Clay lumps (fine aggregate )) |
- |
1000 |
|
- |
5.2- TABLE-2- (i) IS-2386 (P-2)(Coal and Lignite (fine aggregate )) |
- |
1000 |
|
- |
|
Complete
|
|
30 Mar, 2027 |
- Only for aggregate from natural resources |
69 |
IS 303 (1989) |
Plywood for General Purposes - |
MR/BWR |
-
|
4750 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) |
- |
4750 |
|
- |
11.4, Table 4(Static Bending Strength - Modulus of Rupture - Across the Face Grain - Average) |
- |
4750 |
|
- |
11.4, Table 4(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Minimum Individual) |
- |
4750 |
|
- |
11.4, Table 4(Static Bending Strength - Modulus of Rupture - Along the Face Grain - Average) |
- |
4750 |
|
- |
11.4, Table 4(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Minimum Individual) |
- |
4750 |
|
- |
11.4, Table 4(Static Bending Strength - Modulus of Elasticity - Across the Face Grain - Average) |
- |
4750 |
|
- |
11.4, Table 4(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Minimum Individual) |
- |
4750 |
|
- |
11.4, Table 4(Static Bending Strength - Modulus of Elasticity - Along the Face Grain - Average) |
- |
4750 |
|
- |
11.2.2(Glue Adhesion - Mycological test - 11.2.2, Part 7 of IS 1734 [for MR Garde only]) |
- |
4750 |
|
- |
11.2.1(Glue Adhesion - Water resistance test - 11.2.1.1 [for MR Grade]) |
- |
4750 |
|
- |
11.2.1(Glue Adhesion - Water resistance test - 11.2.1.1 [for BWR Grade]) |
- |
4750 |
|
- |
11.3(Moisture Content - Part 1 of IS 1734) |
- |
4750 |
|
- |
8(Dimensions & Tolerances - Edge Straightness - Annexure C) |
- |
4750 |
|
- |
8(Dimensions & Tolerances - Squareness - Annexure C) |
- |
4750 |
|
- |
8(Dimensions & Tolerances - Thickness - Cl. 8) |
- |
4750 |
|
- |
8(Dimensions & Tolerances - Width - Cl. 8) |
- |
4750 |
|
- |
8(Dimensions & Tolerances - Length - Cl. 8) |
- |
4750 |
|
- |
9(Workmanship and Finish - Cl.9, 8.3, Annexure C) |
- |
4750 |
|
- |
9(Workmanship and Finish - Cl.9, 8.3, Annexure C) |
- |
4750 |
|
- |
5.2, Table 1, Table 2(Quality Requirements - Cl. 5.2) |
- |
4750 |
|
- |
|
Complete
|
|
30 Mar, 2027 |
- - |
70 |
IS 280 (2006) |
Mild steel wire for general engineering purposes (Fourth Revision) |
2.0-10,00 MM |
-
|
6500 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
6 AND AS PER IS 7887(CARBON) |
- |
6500 |
|
- |
6 AND AS PER IS 7887(SILICON) |
- |
6500 |
|
- |
6 AND AS PER IS 7887(MANGANESE) |
- |
6500 |
|
- |
6 AND AS PER IS 7887(PHOSPHORUS) |
- |
6500 |
|
- |
6 AND AS PER IS 7887(ALUMINIUM) |
- |
6500 |
|
- |
6 AND AS PER IS 7887(SULPHUR) |
- |
6500 |
|
- |
9.2(Wrapping Test) |
- |
6500 |
|
- |
Cl 11(Workmanship) |
- |
6500 |
|
- |
Cl 7 & Table 1(Diameter & Difference Between Two Reading On Any Two Diameters) |
- |
6500 |
|
- |
Cl 9(Tensile Test On UTM) |
- |
6500 |
|
- |
Clause 6 and Note 3 of IS 7887(Copper) |
- |
6500 |
|
- |
9.3(Bend test) |
- |
6500 |
|
- |
11(Coating test) |
- |
6500 |
|
- |
|
Complete
|
|
30 Mar, 2027 |
- - |
71 |
IS 205 (1992) |
Non - Ferrous metal butt specification (Fourth Revision) |
HING DESIGNATION AS PER TABLE 2-5 |
-
|
6000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
3(TYPES) |
- |
6000 |
|
- |
5.1- Table 2,3,4,5 & Fig-1 & 2(Dimensions- Type of Hinge 1.Length 2.Breadth 3.Butt Dia 4.Pin Dia 5.Thickness of Flap) |
- |
6000 |
|
- |
6.2- Table 2,3,4,5 (Kunckles) |
- |
6000 |
|
- |
6.3(Screw Holes) |
- |
6000 |
|
- |
|
Complete
|
|
30 Mar, 2027 |
- - |
72 |
IS 204 : Part 2 (1992) |
Tower bolts - Specification: Part 2 non - Ferrous metals (Fifth Revision) |
TYPE AS PER CL.3 AND SIZE AS PER TABLE 1-2 |
-
|
6000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
5.1(General) |
- |
6000 |
|
- |
4 -Table 3- i (Ref. Cl 8 , Table 1 Designation 63400 of IS 1285 : 2002)(Chemical composition - Copper - IS 504) |
- |
6000 |
|
- |
4 -Table 3- i (Ref. Cl 8, Table 1 Designation 63400 of IS 1285 : 2002)(Chemical composition - Aluminium - IS 504) |
- |
6000 |
|
- |
4 -Table 3- i (Ref. Cl 8, Table 1 Designation 63400 of IS 1285 : 2002)(Chemical composition - Magnesium - IS 504) |
- |
6000 |
|
- |
4 -Table 3- i (Ref. Cl 8, Table 1 Designation 63400 of IS 1285 : 2002)(Chemical composition - Silicon - IS 504) |
- |
6000 |
|
- |
4 -Table 3- i (Ref. Cl 8 , Table 1 Designation 63400 of IS 1285 : 2002)(Chemical composition - Iron - IS 504) |
- |
6000 |
|
- |
4 -Table 3- i (Ref. Cl 8, Table 1 Designation 63400 of IS 1285 : 2002)(Chemical composition - Manganese - IS 504) |
- |
6000 |
|
- |
4 -Table 3- i (Ref. Cl 8, Table 1 Designation 63400 of IS 1285 : 2002)(Chemical composition - Zinc - IS 504) |
- |
6000 |
|
- |
4 -Table 3- i (Ref. Cl 8 , Table 1 Designation 63400 of IS 1285 : 2002)(Chemical composition - Titanium - IS 504) |
- |
6000 |
|
- |
4 -Table 3- i (Ref. Cl 8, Table 1 Designation 63400 of IS 1285 : 2002)(Chemical composition - Chromium - IS 504) |
- |
6000 |
|
- |
4 -Table 3- iii (Ref. Cl 6.1 , Table 1 Designation CuZn40 of IS 410 : 1977)(Chemical composition - Lead - IS 3635:1966) |
- |
6000 |
|
- |
4 -Table 3- iii (Ref. Cl 6.1 , Table 1 Designation CuZn40 of IS 410 : 1977)(Chemical composition - Copper - IS 3635:1966) |
- |
6000 |
|
- |
6.1- Table 1(Dimension of Barrel tower bolts-1.Size 2.Length of Bolt or Barrel-(A or B) 4.Width of Barrel-C 5.Dia of Bolt-D 6.Length of Socket-E 7.Thickness of Metal of Barrel (Brass or Zink Alloy/Aluminium alloy/Sheet Brass)-F 8.Dia of bore of barrel or socket- G ) |
- |
6000 |
|
- |
6.2- Table 2(Dimension of Skeleton Tower Bolts 1.Size 2.Length of Bolt -A 3.Length of Bolt Plate -B 4.Width of Bolt Plate or Staple-C 5.Dia of Bolt-D 6.Length of Staple-E 7.Thickness of Plate or Socket (Brass /Aluminium alloy or Zink Alloy)-F 8.Dia of bore of Plate or Staple-G 9.Dia of shank of Knob ) |
- |
6000 |
|
- |
7(Finish) |
- |
6000 |
|
- |
4 -Table 3- iii (Ref. Cl 6.1, Table 1 Designation CuZn40 of IS 410 : 1977)(Chemical composition - Iron - IS 3635:1966) |
- |
6000 |
|
- |
4 -Table 3- iii (Ref. Cl 6.1, Table 1 Designation CuZn40 of IS 410 : 1977)(Chemical composition - Total impurities (including Iron) - IS 3635:1966) |
- |
6000 |
|
- |
4 -Table 3- iii (Ref. Cl 6.1, Table 1 Designation CuZn40 of IS 410 : 1977)(Chemical composition - Zinc - IS 3635:1966) |
- |
6000 |
|
- |
4 -Table 3- iv (Ref. Cl 3.1, Table 1 Grade CB-2 of IS 292 : 1983)(Chemical composition - Copper plus incidental nickel - IS 3685:1966) |
- |
6000 |
|
- |
4 -Table 3- iv (Ref. Cl 3.1, Table 1 Grade CB-2 of IS 292 : 1983)(Chemical composition - Nickel - IS 3685:1966) |
- |
6000 |
|
- |
4 -Table 3- iv (Ref. Cl 3.1, Table 1 Grade CB-2 of IS 292 : 1983)(Chemical composition - Tin - IS 3685:1966) |
- |
6000 |
|
- |
4 -Table 3- iv (Ref. Cl 3.1, Table 1 Grade CB-2 of IS 292 : 1983)(Chemical composition - Aluminium - IS 3685:1966) |
- |
6000 |
|
- |
4 -Table 3- vi (Ref. Cl 4.1, Table 1 Alloy ZnAl4 of IS 742 : 1981)(Chemical composition - Aluminium- IS 2600:1964) |
- |
6000 |
|
- |
4 -Table 3- vi (Ref. Cl 4.1, Table 1 Alloy ZnAl4 of IS 742 : 1981)(Chemical composition - Magnesium- IS 2600:1964) |
- |
6000 |
|
- |
4 -Table 3- vi (Ref. Cl 4.1, Table 1 Alloy ZnAl4 of IS 742 : 1981)(Chemical composition - Impurities-Copper- IS 2600:1964) |
- |
6000 |
|
- |
4 -Table 3- vi (Ref. Cl 4.1, Table 1 Alloy ZnAl4 of IS 742 : 1981)(Chemical composition - Impurities-Iron- IS 2600:1964) |
- |
6000 |
|
- |
4 -Table 3- vi (Ref. Cl 4.1, Table 1 Alloy ZnAl4 of IS 742 : 1981)(Chemical composition - Impurities-Lead- IS 2600:1964) |
- |
6000 |
|
- |
4 -Table 3- vi (Ref. Cl 4.1, Table 1 Alloy ZnAl4 of IS 742 : 1981)(Chemical composition - Impurities-Cadmium- IS 2600:1964) |
- |
6000 |
|
- |
4 -Table 3- vi (Ref. Cl 4.1, Table 1 Alloy ZnAl4 of IS 742 : 1981)(Chemical composition - Impurities-Tin- IS 2600:1964) |
- |
6000 |
|
- |
4 -Table 3- vi (Ref. Cl 4.1, Table 1 Alloy ZnAl4 of IS 742 : 1981)(Chemical composition - Zinc- IS 2600:1964) |
- |
6000 |
|
- |
4 -Table 3- vi (Ref. Cl 4.1, Table 1 Alloy ZnAl4 of IS 742 : 1981)(Chemical composition - Impurities-Nickel- IS 2600:1964) |
- |
6000 |
|
- |
4 -Table 3- vi (Ref. Cl 4.1, Table 1 Alloy ZnAl4 of IS 742 : 1981)(Chemical composition - Impurities-Thallium and Indium- IS 2600:1964) |
- |
6000 |
|
- |
|
Complete
|
|
30 Mar, 2027 |
- - |
73 |
IS 204 : Part 1 (1991) |
Tower bolts - Specification: Part 1 ferrous metals (Fifth Revision) |
TYPE AS PER CL.3 & SIZE AS PER TABLE 1, 2, 3 |
-
|
5000 View breakup
-
Clause No. |
Exclusion |
Testing Charges (Excl. Of Taxes) |
Effective Date |
Remark |
4 -Table 5- i (Ref. Cl 7, Table 3, HR1 grade of IS 1079 : 2017)(Chemical composition - Carbon - IS 228) |
- |
5000 |
|
- |
4 -Table 5- i (Ref. Cl 7, Table 3, HR1 grade of IS 1079 : 2017)(Chemical composition - Manganese - IS 228) |
- |
5000 |
|
- |
4 -Table 5- i (Ref. Cl 7, Table 3, HR1 grade of IS 1079 : 2017)(Chemical composition - Phosphorus - IS 228) |
- |
5000 |
|
- |
4 -Table 5- i (Ref. Cl 7, Table 3, HR1 grade of IS 1079 : 2017)(Chemical composition - Sulphur - IS 228) |
- |
5000 |
|
- |
4 -Table 5- ii (Ref. Cl 5, Table 1, E300-C grade of IS 2062 : 2011)(Chemical composition - Silicon - IS 228) |
- |
5000 |
|
- |
4 -Table 5- iii (Ref. Cl 6.1 of IS 210 : 2009)(Chemical composition - Sulphur and/or Phosphorous) |
- |
5000 |
|
- |
5.1(General) |
- |
5000 |
|
- |
6.1- Table 1(Dimension of Barrel tower bolts-1.Size 2.Length of Bolt-A 3.Length of Barrel-B 4.Width of Barrel-C 5.Dia of Bolt-D 6.Length of Socket-E 7.Thickness of mild steel sheet for barrel-F 8.Dia of bore of barrel or socket- G ) |
- |
5000 |
|
- |
7(Finish) |
- |
5000 |
|
- |
|
Complete
|
|
30 Mar, 2027 |
- - |