Framework Agreement For Supply Of Steel Tmt Rebars In Q2 Of Fy 2025-26 Framework Agreement For Supply Of Steel Tmt Rebars In Q2 Of Fy 2025-26 , Customer-10-Tmt 8 Mm Is 1786 Fe500/500D , Customer-1-Tmt 8 Mm Is 1786 Fe500/500D , Customer-2-Tmt 8 Mm Is 1786 Fe500/500D , Customer-4-Tmt 8 Mm Is 1786 Fe500/500D , Customer-8-Tmt 8 Mm Is 1786 Fe500/500D , Customer-10-Tmt 10 Mm Is 1786 Fe500/500D , Customer-1-Tmt 10 Mm Is 1786 Fe500/500D , Customer-2-Tmt 10 Mm Is 1786 Fe500/500D , Customer-4-Tmt 10 Mm Is 1786 Fe500/500D , Customer-5-Tmt 10 Mm Is 1786 Fe500/500D , Customer-8-Tmt 10 Mm Is 1786 Fe500/500D , Customer-10-Tmt 12 Mm Is 1786 Fe500/500D , Customer-1-Tmt 12 Mm Is 1786 Fe500/500D , Customer-5-Tmt 12 Mm Is 1786 Fe500/500D , Customer-8-Tmt 12 Mm Is 1786 Fe500/500D , Customer-10-Tmt 16 Mm Is 1786 Fe500/500D , Customer-1-Tmt 16 Mm Is 1786 Fe500/500D , Customer-2-Tmt 16 Mm Is 1786 Fe500/500D , Customer-5-Tmt 16 Mm Is 1786 Fe500/500D , Customer-8-Tmt 16 Mm Is 1786 Fe500/500D , Customer-10-Tmt 20 Mm Is 1786 Fe500/500D , Customer-1-Tmt 20 Mm Is 1786 Fe500/500D , Customer-4-Tmt 20 Mm Is 1786 Fe500/500D , Customer-5-Tmt 20 Mm Is 1786 Fe500/500D , Customer-8-Tmt 20 Mm Is 1786 Fe500/500D , Customer-10-Tmt 25-Mm Is 1786 Fe500/500D , Customer-2-Tmt 25-Mm Is 1786 Fe500/500D , Customer-8-Tmt 25-Mm Is 1786 Fe500/500D , Customer-10-Tmt 28 Mm Is 1786 Fe500/500D , Customer-2-Tmt 28 Mm Is 1786 Fe500/500D , Customer-10-Tmt 32 Mm Is 1786 Fe500/500D , Customer-2-Tmt 32 Mm Is 1786 Fe500/500D , Customer-8-Tmt 32 Mm Is 1786 Fe500/500D , Customer-2-Tmt 36 Mm Is 1786 Fe500/500D , Customer-2-Tmt 8 Mm Is 1786 Fe500/500D; Tmt Shall Be Conforming To Is 1786 And Is 13920. Minimum Elongation Shall Be 14.5 % And Ratio Of Ultimate Stress To 0.2 % Proof Stress Should Be In The Range Of 1.15 To 1.25; Steel Shall Be Only Of Strength Grades With Minimum 0.2% Proof Stress Of 500 Mpa, In Addition To Other Requirements Of Is 1786. The Actual 0.2% Proof Stress Of Steel Bars Based On Tensile Test Must Not Exceed Their Characteristic 0.2% Proof Stress By More Than 20% , Customer-3-Tmt 8 Mm Is 1786 Fe500/500D; Tmt Shall Be Conforming To Is 1786 And Is 13920. Minimum Elongation Shall Be 14.5 % And Ratio Of Ultimate Stress To 0.2 % Proof Stress Should Be In The Range Of 1.15 To 1.25; Steel Shall Be Only Of Strength Grades With Minimum 0.2% Proof Stress Of 500 Mpa, In Addition To Other Requirements Of Is 1786. The Actual 0.2% Proof Stress Of Steel Bars Based On Tensile Test Must Not Exceed Their Characteristic 0.2% Proof Stress By More Than 20% , Customer-2-Tmt 10 Mm Is 1786 Fe500/500D; Tmt Shall Be Conforming To Is 1786 And Is 13920. Minimum Elongation Shall Be 14.5 % And Ratio Of Ultimate Stress To 0.2 % Proof Stress Should Be In The Range Of 1.15 To 1.25; Steel Shall Be Only Of Strength Grades With Minimum 0.2% Proof Stress Of 500 Mpa, In Addition To Other Requirements Of Is 1786. The Actual 0.2% Proof Stress Of Steel Bars Based On Tensile Test Must Not Exceed Their Characteristic 0.2% Proof Stress By More Than 20% , Customer-3-Tmt 10 Mm Is 1786 Fe500/500D; Tmt Shall Be Conforming To Is 1786 And Is 13920. Minimum Elongation Shall Be 14.5 % And Ratio Of Ultimate Stress To 0.2 % Proof Stress Should Be In The Range Of 1.15 To 1.25; Steel Shall Be Only Of Strength Grades With Minimum 0.2% Proof Stress Of 500 Mpa, In Addition To Other Requirements Of Is 1786. The Actual 0.2% Proof Stress Of Steel Bars Based On Tensile Test Must Not Exceed Their Characteristic 0.2% Proof Stress By More Than 20% , Customer-2-Tmt 12 Mm Is 1786 Fe500/500D; Tmt Shall Be Conforming To Is 1786 And Is 13920. Minimum Elongation Shall Be 14.5 % And Ratio Of Ultimate Stress To 0.2 % Proof Stress Should Be In The Range Of 1.15 To 1.25; Steel Shall Be Only Of Strength Grades With Minimum 0.2% Proof Stress Of 500 Mpa, In Addition To Other Requirements Of Is 1786. The Actual 0.2% Proof Stress Of Steel Bars Based On Tensile Test Must Not Exceed Their Characteristic 0.2% Proof Stress By More Than 20% , Customer-3-Tmt 12 Mm Is 1786 Fe500/500D; Tmt Shall Be Conforming To Is 1786 And Is 13920. Minimum Elongation Shall Be 14.5 % And Ratio Of Ultimate Stress To 0.2 % Proof Stress Should Be In The Range Of 1.15 To 1.25; Steel Shall Be Only Of Strength Grades With Minimum 0.2% Proof Stress Of 500 Mpa, In Addition To Other Requirements Of Is 1786. The Actual 0.2% Proof Stress Of Steel Bars Based On Tensile Test Must Not Exceed Their Characteristic 0.2% Proof Stress By More Than 20% , Customer-2-Tmt 16 Mm Is 1786 Fe500/500D; Tmt Shall Be Conforming To Is 1786 And Is 13920. Minimum Elongation Shall Be 14.5 % And Ratio Of Ultimate Stress To 0.2 % Proof Stress Should Be In The Range Of 1.15 To 1.25; Steel Shall Be Only Of Strength Grades With Minimum 0.2% Proof Stress Of 500 Mpa, In Addition To Other Requirements Of Is 1786. The Actual 0.2% Proof Stress Of Steel Bars Based On Tensile Test Must Not Exceed Their Characteristic 0.2% Proof Stress By More Than 20% , Customer-3-Tmt 16 Mm Is 1786 Fe500/500D; Tmt Shall Be Conforming To Is 1786 And Is 13920. Minimum Elongation Shall Be 14.5 % And Ratio Of Ultimate Stress To 0.2 % Proof Stress Should Be In The Range Of 1.15 To 1.25; Steel Shall Be Only Of Strength Grades With Minimum 0.2% Proof Stress Of 500 Mpa, In Addition To Other Requirements Of Is 1786. The Actual 0.2% Proof Stress Of Steel Bars Based On Tensile Test Must Not Exceed Their Characteristic 0.2% Proof Stress By More Than 20% , Customer-2-Tmt 20 Mm Is 1786 Fe500/500D; Tmt Shall Be Conforming To Is 1786 And Is 13920. Minimum Elongation Shall Be 14.5 % And Ratio Of Ultimate Stress To 0.2 % Proof Stress Should Be In The Range Of 1.15 To 1.25; Steel Shall Be Only Of Strength Grades With Minimum 0.2% Proof Stress Of 500 Mpa, In Addition To Other Requirements Of Is 1786. The Actual 0.2% Proof Stress Of Steel Bars Based On Tensile Test Must Not Exceed Their Characteristic 0.2% Proof Stress By More Than 20% , Customer-3-Tmt 20 Mm Is 1786 Fe500/500D; Tmt Shall Be Conforming To Is 1786 And Is 13920. Minimum Elongation Shall Be 14.5 % And Ratio Of Ultimate Stress To 0.2 % Proof Stress Should Be In The Range Of 1.15 To 1.25; Steel Shall Be Only Of Strength Grades With Minimum 0.2% Proof Stress Of 500 Mpa, In Addition To Other Requirements Of Is 1786. The Actual 0.2% Proof Stress Of Steel Bars Based On Tensile Test Must Not Exceed Their Characteristic 0.2% Proof Stress By More Than 20% , Customer-2-Tmt 25 Mm Is 1786 Fe500/500D; Tmt Shall Be Conforming To Is 1786 And Is 13920. Minimum Elongation Shall Be 14.5 % And Ratio Of Ultimate Stress To 0.2 % Proof Stress Should Be In The Range Of 1.15 To 1.25; Steel Shall Be Only Of Strength Grades With Minimum 0.2% Proof Stress Of 500 Mpa, In Addition To Other Requirements Of Is 1786. The Actual 0.2% Proof Stress Of Steel Bars Based On Tensile Test Must Not Exceed Their Characteristic 0.2% Proof Stress By More Than 20% , Customer-3-Tmt 25 Mm Is 1786 Fe500/500D; Tmt Shall Be Conforming To Is 1786 And Is 13920. Minimum Elongation Shall Be 14.5 % And Ratio Of Ultimate Stress To 0.2 % Proof Stress Should Be In The Range Of 1.15 To 1.25; Steel Shall Be Only Of Strength Grades With Minimum 0.2% Proof Stress Of 500 Mpa, In Addition To Other Requirements Of Is 1786. The Actual 0.2% Proof Stress Of Steel Bars Based On Tensile Test Must Not Exceed Their Characteristic 0.2% Proof Stress By More Than 20% , Customer-2-Tmt 28 Mm Is 1786 Fe500/500D; Tmt Shall Be Conforming To Is 1786 And Is 13920. Minimum Elongation Shall Be 14.5 % And Ratio Of Ultimate Stress To 0.2 % Proof Stress Should Be In The Range Of 1.15 To 1.25; Steel Shall Be Only Of Strength Grades With Minimum 0.2% Proof Stress Of 500 Mpa, In Addition To Other Requirements Of Is 1786. The Actual 0.2% Proof Stress Of Steel Bars Based On Tensile Test Must Not Exceed Their Characteristic 0.2% Proof Stress By More Than 20% , Customer-3-Tmt 28 Mm Is 1786 Fe500/500D; Tmt Shall Be Conforming To Is 1786 And Is 13920. Minimum Elongation Shall Be 14.5 % And Ratio Of Ultimate Stress To 0.2 % Proof Stress Should Be In The Range Of 1.15 To 1.25; Steel Shall Be Only Of Strength Grades With Minimum 0.2% Proof Stress Of 500 Mpa, In Addition To Other Requirements Of Is 1786. The Actual 0.2% Proof Stress Of Steel Bars Based On Tensile Test Must Not Exceed Their Characteristic 0.2% Proof Stress By More Than 20% , Customer-2-Tmt 32 Mm Is 1786 Fe500/500D; Tmt Shall Be Conforming To Is 1786 And Is 13920. Minimum Elongation Shall Be 14.5 % And Ratio Of Ultimate Stress To 0.2 % Proof Stress Should Be In The Range Of 1.15 To 1.25; Steel Shall Be Only Of Strength Grades With Minimum 0.2% Proof Stress Of 500 Mpa, In Addition To Other Requirements Of Is 1786. The Actual 0.2% Proof Stress Of Steel Bars Based On Tensile Test Must Not Exceed Their Characteristic 0.2% Proof Stress By More Than 20% , Customer-3-Tmt 32 Mm Is 1786 Fe500/500D; Tmt Shall Be Conforming To Is 1786 And Is 13920. Minimum Elongation Shall Be 14.5 % And Ratio Of Ultimate Stress To 0.2 % Proof Stress Should Be In The Range Of 1.15 To 1.25; Steel Shall Be Only Of Strength Grades With Minimum 0.2% Proof Stress Of 500 Mpa, In Addition To Other Requirements Of Is 1786. The Actual 0.2% Proof Stress Of Steel Bars Based On Tensile Test Must Not Exceed Their Characteristic 0.2% Proof Stress By More Than 20% , Customer-8-Tmt 8 Mm Is 1786 Fe500/500D (Corrosion Resistant Grade Suitable For Marine Construction With Micro Alloying Combination Cr+Cu>0.4%) , Customer-8-Tmt 10 Mm Is 1786 Fe500/500D (Corrosion Resistant Grade Suitable For Marine Construction With Micro Alloying Combination Cr+Cu>0.4%) , Customer-8-Tmt 12 Mm Is 1786 Fe500/500D (Corrosion Resistant Grade Suitable For Marine Construction With Micro Alloying Combination Cr+Cu>0.4%) , Customer-1-Tmt 8 Mm (Length 10-12 Mtr) Is 1786 Fe550d , Customer-6-Tmt 8 Mm (Length 10-12 Mtr) Is 1786 Fe550d , Customer-6-Tmt 10 Mm (Length 10-12 Mtr) Is 1786 Fe550d , Customer-6-Tmt 12 Mm (Length 10-12 Mtr) Is 1786 Fe550d , Customer-1-Tmt 16 Mm (Length 10-12 Mtr) Is 1786 Fe550d , Customer-6-Tmt 16 Mm (Length 10-12 Mtr) Is 1786 Fe550d , Customer-6-Tmt 20 Mm (Length 10-12 Mtr) Is 1786 Fe550d , Customer-1-Tmt 25 Mm (Length 10-12 Mtr) Is 1786 Fe550d , Customer-6-Tmt 25 Mm (Length 10-12 Mtr) Is 1786 Fe550d , Customer-6-Tmt 28 Mm (Length 10-12 Mtr) Is 1786 Fe550d , Customer-6-Tmt 32 Mm (Length 10-12 Mtr) Is 1786 Fe550d , Customer-2-Tmt 8 Mm (Length 10-12 M) Is 1786 Fe550d, Tmt Shall Be Conforming To Is 1786 And Is 13920. Minimum Elongation Shall Be 14.5 % And Ratio Of Ultimate Stress To 0.2 % Proof Stress Should Be In The Range Of 1.15 To 1.25. Steel Shall Be Only Of Strength Grades With Minimum 0.2 % Proof Stress Of 550 Mpa In Addition To Other Requirements Of Is 1786. The Actual 0.2 % Proof Stress Of Steel Bars Based On Tensile Test Must Not Exceed Their Characteristics 0.2 % Proof Stress By More Than 20 % , Customer-3-Tmt 8 Mm (Length 10-12 M) Is 1786 Fe550d, Tmt Shall Be Conforming To Is 1786 And Is 13920. Minimum Elongation Shall Be 14.5 % And Ratio Of Ultimate Stress To 0.2 % Proof Stress Should Be In The Range Of 1.15 To 1.25. Steel Shall Be Only Of Strength Grades With Minimum 0.2 % Proof Stress Of 550 Mpa In Addition To Other Requirements Of Is 1786. The Actual 0.2 % Proof Stress Of Steel Bars Based On Tensile Test Must Not Exceed Their Characteristics 0.2 % Proof Stress By More Than 20 % , Customer-2-Tmt 10 Mm (Length 10-12 M) Is 1786 Fe550d, Tmt Shall Be Conforming To Is 1786 And Is 13920. Minimum Elongation Shall Be 14.5 % And Ratio Of Ultimate Stress To 0.2 % Proof Stress Should Be In The Range Of 1.15 To 1.25. Steel Shall Be Only Of Strength Grades With Minimum 0.2 % Proof Stress Of 550 Mpa In Addition To Other Requirements Of Is 1786. The Actual 0.2 % Proof Stress Of Steel Bars Based On Tensile Test Must Not Exceed Their Characteristics 0.2 % Proof Stress By More Than 20 % , Customer-3-Tmt 10 Mm (Length 10-12 M) Is 1786 Fe550d, Tmt Shall Be Conforming To Is 1786 And Is 13920. Minimum Elongation Shall Be 14.5 % And Ratio Of Ultimate Stress To 0.2 % Proof Stress Should Be In The Range Of 1.15 To 1.25. Steel Shall Be Only Of Strength Grades With Minimum 0.2 % Proof Stress Of 550 Mpa In Addition To Other Requirements Of Is 1786. The Actual 0.2 % Proof Stress Of Steel Bars Based On Tensile Test Must Not Exceed Their Characteristics 0.2 % Proof Stress By More Than 20 % , Customer-2-Tmt 12 Mm (Length 10-12 M) Is 1786 Fe550d, Tmt Shall Be Conforming To Is 1786 And Is 13920. Minimum Elongation Shall Be 14.5 % And Ratio Of Ultimate Stress To 0.2 % Proof Stress Should Be In The Range Of 1.15 To 1.25. Steel Shall Be Only Of Strength Grades With Minimum 0.2 % Proof Stress Of 550 Mpa In Addition To Other Requirements Of Is 1786. The Actual 0.2 % Proof Stress Of Steel Bars Based On Tensile Test Must Not Exceed Their Characteristics 0.2 % Proof Stress By More Than 20 % , Customer-3-Tmt 12 Mm (Length 10-12 M) Is 1786 Fe550d, Tmt Shall Be Conforming To Is 1786 And Is 13920. Minimum Elongation Shall Be 14.5 % And Ratio Of Ultimate Stress To 0.2 % Proof Stress Should Be In The Range Of 1.15 To 1.25. Steel Shall Be Only Of Strength Grades With Minimum 0.2 % Proof Stress Of 550 Mpa In Addition To Other Requirements Of Is 1786. The Actual 0.2 % Proof Stress Of Steel Bars Based On Tensile Test Must Not Exceed Their Characteristics 0.2 % Proof Stress By More Than 20 % , Customer-2-Tmt 16 Mm (Length 10-12 M) Is 1786 Fe550d, Tmt Shall Be Conforming To Is 1786 And Is 13920. Minimum Elongation Shall Be 14.5 % And Ratio Of Ultimate Stress To 0.2 % Proof Stress Should Be In The Range Of 1.15 To 1.25. Steel Shall Be Only Of Strength Grades With Minimum 0.2 % Proof Stress Of 550 Mpa In Addition To Other Requirements Of Is 1786. The Actual 0.2 % Proof Stress Of Steel Bars Based On Tensile Test Must Not Exceed Their Characteristics 0.2 % Proof Stress By More Than 20 % , Customer-3-Tmt 16 Mm (Length 10-12 M) Is 1786 Fe550d, Tmt Shall Be Conforming To Is 1786 And Is 13920. Minimum Elongation Shall Be 14.5 % And Ratio Of Ultimate Stress To 0.2 % Proof Stress Should Be In The Range Of 1.15 To 1.25. Steel Shall Be Only Of Strength Grades With Minimum 0.2 % Proof Stress Of 550 Mpa In Addition To Other Requirements Of Is 1786. The Actual 0.2 % Proof Stress Of Steel Bars Based On Tensile Test Must Not Exceed Their Characteristics 0.2 % Proof Stress By More Than 20 % , Customer-2-Tmt 20 Mm (Length 10-12 M) Is 1786 Fe550d, Tmt Shall Be Conforming To Is 1786 And Is 13920. Minimum Elongation Shall Be 14.5 % And Ratio Of Ultimate Stress To 0.2 % Proof Stress Should Be In The Range Of 1.15 To 1.25. Steel Shall Be Only Of Strength Grades With Minimum 0.2 % Proof Stress Of 550 Mpa In Addition To Other Requirements Of Is 1786. The Actual 0.2 % Proof Stress Of Steel Bars Based On Tensile Test Must Not Exceed Their Characteristics 0.2 % Proof Stress By More Than 20 % , Customer-3-Tmt 20 Mm (Length 10-12 M) Is 1786 Fe550d, Tmt Shall Be Conforming To Is 1786 And Is 13920. Minimum Elongation Shall Be 14.5 % And Ratio Of Ultimate Stress To 0.2 % Proof Stress Should Be In The Range Of 1.15 To 1.25. Steel Shall Be Only Of Strength Grades With Minimum 0.2 % Proof Stress Of 550 Mpa In Addition To Other Requirements Of Is 1786. The Actual 0.2 % Proof Stress Of Steel Bars Based On Tensile Test Must Not Exceed Their Characteristics 0.2 % Proof Stress By More Than 20 % , Customer-2-Tmt 25 Mm (Length 10-12 M) Is 1786 Fe550d, Tmt Shall Be Conforming To Is 1786 And Is 13920. Minimum Elongation Shall Be 14.5 % And Ratio Of Ultimate Stress To 0.2 % Proof Stress Should Be In The Range Of 1.15 To 1.25. Steel Shall Be Only Of Strength Grades With Minimum 0.2 % Proof Stress Of 550 Mpa In Addition To Other Requirements Of Is 1786. The Actual 0.2 % Proof Stress Of Steel Bars Based On Tensile Test Must Not Exceed Their Characteristics 0.2 % Proof Stress By More Than 20 % , Customer-3-Tmt 25 Mm (Length 10-12 M) Is 1786 Fe550d, Tmt Shall Be Conforming To Is 1786 And Is 13920. Minimum Elongation Shall Be 14.5 % And Ratio Of Ultimate Stress To 0.2 % Proof Stress Should Be In The Range Of 1.15 To 1.25. Steel Shall Be Only Of Strength Grades With Minimum 0.2 % Proof Stress Of 550 Mpa In Addition To Other Requirements Of Is 1786. The Actual 0.2 % Proof Stress Of Steel Bars Based On Tensile Test Must Not Exceed Their Characteristics 0.2 % Proof Stress By More Than 20 % , Customer-2-Tmt 28 Mm (Length 10-12 M) Is 1786 Fe550d, Tmt Shall Be Conforming To Is 1786 And Is 13920. Minimum Elongation Shall Be 14.5 % And Ratio Of Ultimate Stress To 0.2 % Proof Stress Should Be In The Range Of 1.15 To 1.25. Steel Shall Be Only Of Strength Grades With Minimum 0.2 % Proof Stress Of 550 Mpa In Addition To Other Requirements Of Is 1786. The Actual 0.2 % Proof Stress Of Steel Bars Based On Tensile Test Must Not Exceed Their Characteristics 0.2 % Proof Stress By More Than 20 % , Customer-3-Tmt 28 Mm (Length 10-12 M) Is 1786 Fe550d, Tmt Shall Be Conforming To Is 1786 And Is 13920. Minimum Elongation Shall Be 14.5 % And Ratio Of Ultimate Stress To 0.2 % Proof Stress Should Be In The Range Of 1.15 To 1.25. Steel Shall Be Only Of Strength Grades With Minimum 0.2 % Proof Stress Of 550 Mpa In Addition To Other Requirements Of Is 1786. The Actual 0.2 % Proof Stress Of Steel Bars Based On Tensile Test Must Not Exceed Their Characteristics 0.2 % Proof Stress By More Than 20 % , Customer-2-Tmt 32 Mm (Length 10-12 M) Is 1786 Fe550d, Tmt Shall Be Conforming To Is 1786 And Is 13920. Minimum Elongation Shall Be 14.5 % And Ratio Of Ultimate Stress To 0.2 % Proof Stress Should Be In The Range Of 1.15 To 1.25. Steel Shall Be Only Of Strength Grades With Minimum 0.2 % Proof Stress Of 550 Mpa In Addition To Other Requirements Of Is 1786. The Actual 0.2 % Proof Stress Of Steel Bars Based On Tensile Test Must Not Exceed Their Characteristics 0.2 % Proof Stress By More Than 20 % , Customer-3-Tmt 32 Mm (Length 10-12 M) Is 1786 Fe550d, Tmt Shall Be Conforming To Is 1786 And Is 13920. Minimum Elongation Shall Be 14.5 % And Ratio Of Ultimate Stress To 0.2 % Proof Stress Should Be In The Range Of 1.15 To 1.25. Steel Shall Be Only Of Strength Grades With Minimum 0.2 % Proof Stress Of 550 Mpa In Addition To Other Requirements Of Is 1786. The Actual 0.2 % Proof Stress Of Steel Bars Based On Tensile Test Must Not Exceed Their Characteristics 0.2 % Proof Stress By More Than 20 % , Customer-2-Tmt 36 Mm (Length 10-12 M) Is 1786 Fe550d, Tmt Shall Be Conforming To Is 1786 And Is 13920. Minimum Elongation Shall Be 14.5 % And Ratio Of Ultimate Stress To 0.2 % Proof Stress Should Be In The Range Of 1.15 To 1.25. Steel Shall Be Only Of Strength Grades With Minimum 0.2 % Proof Stress Of 550 Mpa In Addition To Other Requirements Of Is 1786. The Actual 0.2 % Proof Stress Of Steel Bars Based On Tensile Test Must Not Exceed Their Characteristics 0.2 % Proof Stress By More Than 20 % , Customer-3-Tmt 36 Mm (Length 10-12 M) Is 1786 Fe550d, Tmt Shall Be Conforming To Is 1786 And Is 13920. Minimum Elongation Shall Be 14.5 % And Ratio Of Ultimate Stress To 0.2 % Proof Stress Should Be In The Range Of 1.15 To 1.25. Steel Shall Be Only Of Strength Grades With Minimum 0.2 % Proof Stress Of 550 Mpa In Addition To Other Requirements Of Is 1786. The Actual 0.2 % Proof Stress Of Steel Bars Based On Tensile Test Must Not Exceed Their Characteristics 0.2 % Proof Stress By More Than 20 %
