Heavy Industries and Public Enterprises Boards / Undertakings / PSU Closing in 7 days TDR #57472266

Tender For Steel Rate Contract - Qtr Iii 2026 - 27- Requirement Of Steel Tmt

Issued by Boards / Undertakings / PSU · Ghaziabad, Uttar Pradesh
Tender Value
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Estimated cost
Bid Submission
22 Sep 2026
7 days left
EMD
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Bank guarantee accepted
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Non-refundable
Tender Type
Online

Tender Overview

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Competition Type
NCB
Bidding Type
Tender
Location / State
Ghaziabad → Uttar Pradesh
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Not Available
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Project Description

Tender for Steel Rate Contract - Qtr Iii 2026 - 27- Requirement Of Steel Tmt , Customer-02-Tmt 8 Mm Is 1786 Fe500/500D , Customer-04-Tmt 8 Mm Is 1786 Fe500/500D , Customer-02-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-03-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-09-Tmt 8 Mm Is 1786 Fe500/500D (Corrosion Resistant Grade Suitable For Marine Construction With Micro Alloying Combination Cr+Cu0.4%) , Customer-10-Tmt 8 Mm Is 1786 Fe500/500D (Corrosion Resistant Grade Suitable For Marine Construction With Micro Alloying Combination Cr+Cu0.4%) , Customer-06-Tmt 8 Mm (Length 10-12 Mtr) Is 1786 Fe550d , Customer-11-Tmt 8 Mm (Length 10-12 Mtr) Is 1786 Fe550d , Customer-02-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-07-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-12-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-02-Tmt 10 Mm Is 1786 Fe500/500D , Customer-04-Tmt 10 Mm Is 1786 Fe500/500D , Customer-05-Tmt 10Mm Fe 500/ Fe 500D, Conforming To Is 1786 + Elongation More Than 14.5% + Uts - 15% More Than The Specified 0.2% Proof/ Yield Stress , Customer-02-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-03-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-09-Tmt 10 Mm Is 1786 Fe500/500D (Corrosion Resistant Grade Suitable For Marine Construction With Micro Alloying Combination Cr+Cu0.4%) , Customer-10-Tmt 10 Mm Is 1786 Fe500/500D (Corrosion Resistant Grade Suitable For Marine Construction With Micro Alloying Combination Cr+Cu0.4%) , Customer-06-Tmt 10 Mm (Length 10-12 Mtr) Is 1786 Fe550d , Customer-11-Tmt 10 Mm (Length 10-12 Mtr) Is 1786 Fe550d , Customer-02-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-07-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-12-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-02-Tmt 10 Mm (Length 5000 Mm) 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-01-Tmt 12 Mm Is 1786 Fe500/500D , Customer-05-Tmt 12Mm Fe 500/ Fe 500D, Conforming To Is 1786 + Elongation More Than 14.5% + Uts - 15% More Than The Specified 0.2% Proof/ Yield Stress , Customer-02-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-03-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-09-Tmt 12 Mm Is 1786 Fe500/500D (Corrosion Resistant Grade Suitable For Marine Construction With Micro Alloying Combination Cr+Cu0.4%) , Customer-10-Tmt 12 Mm Is 1786 Fe500/500D (Corrosion Resistant Grade Suitable For Marine Construction With Micro Alloying Combination Cr+Cu0.4%) , Customer-06-Tmt 12 Mm (Length 10-12 Mtr) Is 1786 Fe550d , Customer-11-Tmt 12 Mm (Length 10-12 Mtr) Is 1786 Fe550d , Customer-02-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-07-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-12-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-02-Tmt 12 Mm (Length 5100Mm) 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-01-Tmt 16 Mm Is 1786 Fe500/500D , Customer-02-Tmt 16 Mm Is 1786 Fe500/500D , Customer-05-Tmt 16Mm Fe 500/ Fe 500D, Conforming To Is 1786 + Elongation More Than 14.5% + Uts - 15% More Than The Specified 0.2% Proof/ Yield Stress , Customer-02-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-03-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-09-Tmt 16 Mm Is 1786 Fe500/500D (Corrosion Resistant Grade Suitable For Marine Construction With Micro Alloying Combination Cr+Cu0.4%) , Customer-10-Tmt 16 Mm Is 1786 Fe500/500D (Corrosion Resistant Grade Suitable For Marine Construction With Micro Alloying Combination Cr+Cu0.4%) , Customer-06-Tmt 16 Mm (Length 10-12 Mtr) Is 1786 Fe550d , Customer-11-Tmt 16 Mm (Length 10-12 Mtr) Is 1786 Fe550d , Customer-02-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-07-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-12-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-02-Tmt 20 Mm (Length 5500 Mm) 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-02-Tmt 20 Mm Is 1786 Fe500/500D , Customer-05-Tmt 20Mm Fe 500/ Fe 500D, Conforming To Is 1786 + Elongation More Than 14.5% + Uts - 15% More Than The Specified 0.2% Proof/ Yield Stress , Customer-02-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-03-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-09-Tmt 20 Mm Is 1786 Fe500/500D (Corrosion Resistant Grade Suitable For Marine Construction With Micro Alloying Combination Cr+Cu0.4%) , Customer-10-Tmt 20 Mm Is 1786 Fe500/500D (Corrosion Resistant Grade Suitable For Marine Construction With Micro Alloying Combination Cr+Cu0.4%) , Customer-06-Tmt 20 Mm (Length 10-12 Mtr) Is 1786 Fe550d , Customer-11-Tmt 20 Mm (Length 10-12 Mtr) Is 1786 Fe550d , Customer-02-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-07-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-12-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-01-Tmt 25-Mm Is 1786 Fe500/500D , Customer-05-Tmt 25Mm Fe 500/ Fe 500D, Conforming To Is 1786 + Elongation More Than 14.5% + Uts - 15% More Than The Specified 0.2% Proof/ Yield Stress , Customer-02-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-03-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-09-Tmt 25-Mm Is 1786 Fe500/500D (Corrosion Resistant Grade Suitable For Marine Construction With Micro Alloying Combination Cr+Cu0.4%) , Customer-10-Tmt 25-Mm Is 1786 Fe500/500D (Corrosion Resistant Grade Suitable For Marine Construction With Micro Alloying Combination Cr+Cu0.4%) , Customer-06-Tmt 25 Mm (Length 10-12 Mtr) Is 1786 Fe550d , Customer-02-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-07-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-12-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-09-Tmt 25 Mm Is 1786 Fe500/500D (Corrosion Resistant Grade Suitable For Marine Construction With Micro Alloying Combination Cr+Cu0.4%) Length 9050 Mm , Customer-09-Tmt 25 Mm Is 1786 Fe500/500D (Corrosion Resistant Grade Suitable For Marine Construction With Micro Alloying Combination Cr+Cu0.4%) Length 10150 Mm , Customer-09-Tmt 25 Mm Is 1786 Fe500/500D (Corrosion Resistant Grade Suitable For Marine Construction With Micro Alloying Combination Cr+Cu0.4%) Length = 8250 Mm , Customer-09-Tmt 25 Mm Is 1786 Fe500/500D (Corrosion Resistant Grade Suitable For Marine Construction With Micro Alloying Combination Cr+Cu0.4%) Length = 9350 Mm , Customer-05-Tmt 28Mm Fe 500/ Fe 500D, Conforming To Is 1786 + Elongation More Than 14.5% + Uts - 15% More Than The Specified 0.2% Proof/ Yield Stress , Customer-02-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-09-Tmt 28 Mm Is 1786 Fe500/500D (Corrosion Resistant Grade Suitable For Marine Construction With Micro Alloying Combination Cr+Cu0.4%) , Customer-06-Tmt 28 Mm (Length 10-12 Mtr) Is 1786 Fe550d , Customer-02-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-07-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-12-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-07-Tmt 32 Mm (Length 8 Meter) 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-07-Tmt 32 Mm (Length 10 Meter) 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-01-Tmt 32 Mm Is 1786 Fe500/500D , Customer-02-Tmt 32 Mm Is 1786 Fe500/500D , Customer-05-Tmt 32Mm Fe 500/ Fe 500D, Conforming To Is 1786 + Elongation More Than 14.5% + Uts - 15% More Than The Specified 0.2% Proof/ Yield Stress , Customer-02-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-09-Tmt 32 Mm Is 1786 Fe500/500D (Corrosion Resistant Grade Suitable For Marine Construction With Micro Alloying Combination Cr+Cu0.4%) , Customer-10-Tmt 32 Mm Is 1786 Fe500/500D (Corrosion Resistant Grade Suitable For Marine Construction With Micro Alloying Combination Cr+Cu0.4%) , Customer-06-Tmt 32 Mm (Length 10-12 Mtr) Is 1786 Fe550d , Customer-11-Tmt 32 Mm (Length 10-12 Mtr) Is 1786 Fe550d , Customer-02-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-07-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-12-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-02-Tmt 36 Mm Is 1786 Fe500/500D , Customer-05-Tmt 36Mm Fe 500/ Fe 500D, Conforming To Is 1786 + Elongation More Than 14.5% + Uts - 15% More Than The Specified 0.2% Proof/ Yield Stress , Customer-09-Tmt 36 Mm Is 1786 Fe500/500D (Corrosion Resistant Grade Suitable For Marine Construction With Micro Alloying Combination Cr+Cu0.4%) , Customer-02-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-12-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-05-Tmt 40Mm Fe 500/ Fe 500D, Conforming To Is 1786 + Elongation More Than 14.5% + Uts - 15% More Than The Specified 0.2% Proof/ Yield Stress

BOQ

Name of Work:- STEEL RATE CONTRACT - Qtr III 2026 - 27- Requirement of Steel TMT
Sl. No. Item Description
1Customer-02-TMT 8 mm IS 1786 Fe500/500D
2Customer-04-TMT 8 mm IS 1786 Fe500/500D
3Customer-02-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%
4Customer-03-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%
5Customer-09-TMT 8 mm IS 1786 Fe500/500D (Corrosion resistant Grade suitable for Marine construction with micro alloying combination Cr+Cu>0.4%)
6Customer-10-TMT 8 mm IS 1786 Fe500/500D (Corrosion resistant Grade suitable for Marine construction with micro alloying combination Cr+Cu>0.4%)
7Customer-06-TMT 8 mm (length 10-12 mtr) IS 1786 Fe550D
8Customer-11-TMT 8 mm (length 10-12 mtr) IS 1786 Fe550D
9Customer-02-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 %
10Customer-07-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 %
11Customer-12-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 %
12Customer-02-TMT 10 mm IS 1786 Fe500/500D
13Customer-04-TMT 10 mm IS 1786 Fe500/500D
14Customer-05-TMT 10mm Fe 500/ Fe 500D, conforming to IS 1786 + Elongation more than 14.5% + UTS - 15% more than the specified 0.2% proof/ yield stress
15Customer-02-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%
16Customer-03-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%
17Customer-09-TMT 10 mm IS 1786 Fe500/500D (Corrosion resistant Grade suitable for Marine construction with micro alloying combination Cr+Cu>0.4%)
18Customer-10-TMT 10 mm IS 1786 Fe500/500D (Corrosion resistant Grade suitable for Marine construction with micro alloying combination Cr+Cu>0.4%)
19Customer-06-TMT 10 mm (length 10-12 mtr) IS 1786 Fe550D
20Customer-11-TMT 10 mm (length 10-12 mtr) IS 1786 Fe550D
21Customer-02-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 %
22Customer-07-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 %
23Customer-12-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 %
24Customer-02-TMT 10 mm (length 5000 mm) 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 %
25Customer-01-TMT 12 mm IS 1786 Fe500/500D
26Customer-05-TMT 12mm Fe 500/ Fe 500D, conforming to IS 1786 + Elongation more than 14.5% + UTS - 15% more than the specified 0.2% proof/ yield stress
27Customer-02-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%
28Customer-03-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%
29Customer-09-TMT 12 mm IS 1786 Fe500/500D (Corrosion resistant Grade suitable for Marine construction with micro alloying combination Cr+Cu>0.4%)
30Customer-10-TMT 12 mm IS 1786 Fe500/500D (Corrosion resistant Grade suitable for Marine construction with micro alloying combination Cr+Cu>0.4%)
31Customer-06-TMT 12 mm (length 10-12 mtr) IS 1786 Fe550D
32Customer-11-TMT 12 mm (length 10-12 mtr) IS 1786 Fe550D
33Customer-02-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 %
34Customer-07-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 %
35Customer-12-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 %
36Customer-02-TMT 12 mm (length 5100mm) 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 %
37Customer-01-TMT 16 mm IS 1786 Fe500/500D
38Customer-02-TMT 16 mm IS 1786 Fe500/500D
39Customer-05-TMT 16mm Fe 500/ Fe 500D, conforming to IS 1786 + Elongation more than 14.5% + UTS - 15% more than the specified 0.2% proof/ yield stress
40Customer-02-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%
41Customer-03-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%
42Customer-09-TMT 16 mm IS 1786 Fe500/500D (Corrosion resistant Grade suitable for Marine construction with micro alloying combination Cr+Cu>0.4%)
43Customer-10-TMT 16 mm IS 1786 Fe500/500D (Corrosion resistant Grade suitable for Marine construction with micro alloying combination Cr+Cu>0.4%)
44Customer-06-TMT 16 mm (length 10-12 mtr) IS 1786 Fe550D
45Customer-11-TMT 16 mm (length 10-12 mtr) IS 1786 Fe550D
46Customer-02-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 %
47Customer-07-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 %
48Customer-12-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 %
49Customer-02-TMT 20 mm (length 5500 mm) 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 %
50Customer-02-TMT 20 mm IS 1786 Fe500/500D
51Customer-05-TMT 20mm Fe 500/ Fe 500D, conforming to IS 1786 + Elongation more than 14.5% + UTS - 15% more than the specified 0.2% proof/ yield stress
52Customer-02-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%
53Customer-03-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%
54Customer-09-TMT 20 mm IS 1786 Fe500/500D (Corrosion resistant Grade suitable for Marine construction with micro alloying combination Cr+Cu>0.4%)
55Customer-10-TMT 20 mm IS 1786 Fe500/500D (Corrosion resistant Grade suitable for Marine construction with micro alloying combination Cr+Cu>0.4%)
56Customer-06-TMT 20 mm (length 10-12 mtr) IS 1786 Fe550D
57Customer-11-TMT 20 mm (length 10-12 mtr) IS 1786 Fe550D
58Customer-02-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 %
59Customer-07-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 %
60Customer-12-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 %
61Customer-01-TMT 25-mm IS 1786 Fe500/500D
62Customer-05-TMT 25mm Fe 500/ Fe 500D, conforming to IS 1786 + Elongation more than 14.5% + UTS - 15% more than the specified 0.2% proof/ yield stress
63Customer-02-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%
64Customer-03-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%
65Customer-09-TMT 25-mm IS 1786 Fe500/500D (Corrosion resistant Grade suitable for Marine construction with micro alloying combination Cr+Cu>0.4%)
66Customer-10-TMT 25-mm IS 1786 Fe500/500D (Corrosion resistant Grade suitable for Marine construction with micro alloying combination Cr+Cu>0.4%)
67Customer-06-TMT 25 mm (length 10-12 mtr) IS 1786 Fe550D
68Customer-02-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 %
69Customer-07-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 %
70Customer-12-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 %
71Customer-09-TMT 25 mm IS 1786 Fe500/500D (Corrosion resistant Grade suitable for Marine construction with micro alloying combination Cr+Cu>0.4%) LENGTH 9050 mm
72Customer-09-TMT 25 mm IS 1786 Fe500/500D (Corrosion resistant Grade suitable for Marine construction with micro alloying combination Cr+Cu>0.4%) LENGTH 10150 mm
73Customer-09-TMT 25 mm IS 1786 Fe500/500D (Corrosion resistant Grade suitable for Marine construction with micro alloying combination Cr+Cu>0.4%) LENGTH = 8250 mm
74Customer-09-TMT 25 mm IS 1786 Fe500/500D (Corrosion resistant Grade suitable for Marine construction with micro alloying combination Cr+Cu>0.4%) LENGTH = 9350 mm
75Customer-05-TMT 28mm Fe 500/ Fe 500D, conforming to IS 1786 + Elongation more than 14.5% + UTS - 15% more than the specified 0.2% proof/ yield stress
76Customer-02-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%
77Customer-09-TMT 28 mm IS 1786 Fe500/500D (Corrosion resistant Grade suitable for Marine construction with micro alloying combination Cr+Cu>0.4%)
78Customer-06-TMT 28 mm (length 10-12 mtr) IS 1786 Fe550D
79Customer-02-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 %
80Customer-07-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 %
81Customer-12-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 %
82Customer-07-TMT 32 mm (length 8 meter) 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 %
83Customer-07-TMT 32 mm (length 10 meter) 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 %
84Customer-01-TMT 32 mm IS 1786 Fe500/500D
85Customer-02-TMT 32 mm IS 1786 Fe500/500D
86Customer-05-TMT 32mm Fe 500/ Fe 500D, conforming to IS 1786 + Elongation more than 14.5% + UTS - 15% more than the specified 0.2% proof/ yield stress
87Customer-02-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%
88Customer-09-TMT 32 mm IS 1786 Fe500/500D (Corrosion resistant Grade suitable for Marine construction with micro alloying combination Cr+Cu>0.4%)
89Customer-10-TMT 32 mm IS 1786 Fe500/500D (Corrosion resistant Grade suitable for Marine construction with micro alloying combination Cr+Cu>0.4%)
90Customer-06-TMT 32 mm (length 10-12 mtr) IS 1786 Fe550D
91Customer-11-TMT 32 mm (length 10-12 mtr) IS 1786 Fe550D
92Customer-02-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 %
93Customer-07-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 %
94Customer-12-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 %
95Customer-02-TMT 36 mm IS 1786 Fe500/500D
96Customer-05-TMT 36mm Fe 500/ Fe 500D, conforming to IS 1786 + Elongation more than 14.5% + UTS - 15% more than the specified 0.2% proof/ yield stress
97Customer-09-TMT 36 mm IS 1786 Fe500/500D (Corrosion resistant Grade suitable for Marine construction with micro alloying combination Cr+Cu>0.4%)
98Customer-02-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 %
99Customer-12-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 %
100Customer-05-TMT 40mm Fe 500/ Fe 500D, conforming to IS 1786 + Elongation more than 14.5% + UTS - 15% more than the specified 0.2% proof/ yield stress Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57472266
AUTHORITY Boards / Undertakings / PSU
TENDER VALUE Ref. Documents
LAST DATE 22-09-2026
Authority
Authority Name Bharat Heavy Electricals Limited
Work Description Tender for Steel Rate Contract - Qtr Iii 2026 - 27- Requirement Of Steel Tmt , Customer-02-Tmt 8 Mm Is 1786 Fe500/500D , Customer-04-Tmt 8 Mm Is 1786 Fe500/500D , Customer-02-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-03-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-09-Tmt 8 Mm Is 1786 Fe500/500D (Corrosion Resistant Grade Suitable For Marine Construction With Micro Alloying Combination Cr+Cu0.4%) , Customer-10-Tmt 8 Mm Is 1786 Fe500/500D (Corrosion Resistant Grade Suitable For Marine Construction With Micro Alloying Combination Cr+Cu0.4%) , Customer-06-Tmt 8 Mm (Length 10-12 Mtr) Is 1786 Fe550d , Customer-11-Tmt 8 Mm (Length 10-12 Mtr) Is 1786 Fe550d , Customer-02-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-07-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-12-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-02-Tmt 10 Mm Is 1786 Fe500/500D , Customer-04-Tmt 10 Mm Is 1786 Fe500/500D , Customer-05-Tmt 10Mm Fe 500/ Fe 500D, Conforming To Is 1786 + Elongation More Than 14.5% + Uts - 15% More Than The Specified 0.2% Proof/ Yield Stress , Customer-02-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-03-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-09-Tmt 10 Mm Is 1786 Fe500/500D (Corrosion Resistant Grade Suitable For Marine Construction With Micro Alloying Combination Cr+Cu0.4%) , Customer-10-Tmt 10 Mm Is 1786 Fe500/500D (Corrosion Resistant Grade Suitable For Marine Construction With Micro Alloying Combination Cr+Cu0.4%) , Customer-06-Tmt 10 Mm (Length 10-12 Mtr) Is 1786 Fe550d , Customer-11-Tmt 10 Mm (Length 10-12 Mtr) Is 1786 Fe550d , Customer-02-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-07-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-12-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-02-Tmt 10 Mm (Length 5000 Mm) 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-01-Tmt 12 Mm Is 1786 Fe500/500D , Customer-05-Tmt 12Mm Fe 500/ Fe 500D, Conforming To Is 1786 + Elongation More Than 14.5% + Uts - 15% More Than The Specified 0.2% Proof/ Yield Stress , Customer-02-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-03-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-09-Tmt 12 Mm Is 1786 Fe500/500D (Corrosion Resistant Grade Suitable For Marine Construction With Micro Alloying Combination Cr+Cu0.4%) , Customer-10-Tmt 12 Mm Is 1786 Fe500/500D (Corrosion Resistant Grade Suitable For Marine Construction With Micro Alloying Combination Cr+Cu0.4%) , Customer-06-Tmt 12 Mm (Length 10-12 Mtr) Is 1786 Fe550d , Customer-11-Tmt 12 Mm (Length 10-12 Mtr) Is 1786 Fe550d , Customer-02-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-07-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-12-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-02-Tmt 12 Mm (Length 5100Mm) 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-01-Tmt 16 Mm Is 1786 Fe500/500D , Customer-02-Tmt 16 Mm Is 1786 Fe500/500D , Customer-05-Tmt 16Mm Fe 500/ Fe 500D, Conforming To Is 1786 + Elongation More Than 14.5% + Uts - 15% More Than The Specified 0.2% Proof/ Yield Stress , Customer-02-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-03-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-09-Tmt 16 Mm Is 1786 Fe500/500D (Corrosion Resistant Grade Suitable For Marine Construction With Micro Alloying Combination Cr+Cu0.4%) , Customer-10-Tmt 16 Mm Is 1786 Fe500/500D (Corrosion Resistant Grade Suitable For Marine Construction With Micro Alloying Combination Cr+Cu0.4%) , Customer-06-Tmt 16 Mm (Length 10-12 Mtr) Is 1786 Fe550d , Customer-11-Tmt 16 Mm (Length 10-12 Mtr) Is 1786 Fe550d , Customer-02-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-07-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-12-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-02-Tmt 20 Mm (Length 5500 Mm) 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-02-Tmt 20 Mm Is 1786 Fe500/500D , Customer-05-Tmt 20Mm Fe 500/ Fe 500D, Conforming To Is 1786 + Elongation More Than 14.5% + Uts - 15% More Than The Specified 0.2% Proof/ Yield Stress , Customer-02-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-03-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-09-Tmt 20 Mm Is 1786 Fe500/500D (Corrosion Resistant Grade Suitable For Marine Construction With Micro Alloying Combination Cr+Cu0.4%) , Customer-10-Tmt 20 Mm Is 1786 Fe500/500D (Corrosion Resistant Grade Suitable For Marine Construction With Micro Alloying Combination Cr+Cu0.4%) , Customer-06-Tmt 20 Mm (Length 10-12 Mtr) Is 1786 Fe550d , Customer-11-Tmt 20 Mm (Length 10-12 Mtr) Is 1786 Fe550d , Customer-02-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-07-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-12-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-01-Tmt 25-Mm Is 1786 Fe500/500D , Customer-05-Tmt 25Mm Fe 500/ Fe 500D, Conforming To Is 1786 + Elongation More Than 14.5% + Uts - 15% More Than The Specified 0.2% Proof/ Yield Stress , Customer-02-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-03-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-09-Tmt 25-Mm Is 1786 Fe500/500D (Corrosion Resistant Grade Suitable For Marine Construction With Micro Alloying Combination Cr+Cu0.4%) , Customer-10-Tmt 25-Mm Is 1786 Fe500/500D (Corrosion Resistant Grade Suitable For Marine Construction With Micro Alloying Combination Cr+Cu0.4%) , Customer-06-Tmt 25 Mm (Length 10-12 Mtr) Is 1786 Fe550d , Customer-02-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-07-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-12-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-09-Tmt 25 Mm Is 1786 Fe500/500D (Corrosion Resistant Grade Suitable For Marine Construction With Micro Alloying Combination Cr+Cu0.4%) Length 9050 Mm , Customer-09-Tmt 25 Mm Is 1786 Fe500/500D (Corrosion Resistant Grade Suitable For Marine Construction With Micro Alloying Combination Cr+Cu0.4%) Length 10150 Mm , Customer-09-Tmt 25 Mm Is 1786 Fe500/500D (Corrosion Resistant Grade Suitable For Marine Construction With Micro Alloying Combination Cr+Cu0.4%) Length = 8250 Mm , Customer-09-Tmt 25 Mm Is 1786 Fe500/500D (Corrosion Resistant Grade Suitable For Marine Construction With Micro Alloying Combination Cr+Cu0.4%) Length = 9350 Mm , Customer-05-Tmt 28Mm Fe 500/ Fe 500D, Conforming To Is 1786 + Elongation More Than 14.5% + Uts - 15% More Than The Specified 0.2% Proof/ Yield Stress , Customer-02-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-09-Tmt 28 Mm Is 1786 Fe500/500D (Corrosion Resistant Grade Suitable For Marine Construction With Micro Alloying Combination Cr+Cu0.4%) , Customer-06-Tmt 28 Mm (Length 10-12 Mtr) Is 1786 Fe550d , Customer-02-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-07-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-12-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-07-Tmt 32 Mm (Length 8 Meter) 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-07-Tmt 32 Mm (Length 10 Meter) 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-01-Tmt 32 Mm Is 1786 Fe500/500D , Customer-02-Tmt 32 Mm Is 1786 Fe500/500D , Customer-05-Tmt 32Mm Fe 500/ Fe 500D, Conforming To Is 1786 + Elongation More Than 14.5% + Uts - 15% More Than The Specified 0.2% Proof/ Yield Stress , Customer-02-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-09-Tmt 32 Mm Is 1786 Fe500/500D (Corrosion Resistant Grade Suitable For Marine Construction With Micro Alloying Combination Cr+Cu0.4%) , Customer-10-Tmt 32 Mm Is 1786 Fe500/500D (Corrosion Resistant Grade Suitable For Marine Construction With Micro Alloying Combination Cr+Cu0.4%) , Customer-06-Tmt 32 Mm (Length 10-12 Mtr) Is 1786 Fe550d , Customer-11-Tmt 32 Mm (Length 10-12 Mtr) Is 1786 Fe550d , Customer-02-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-07-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-12-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-02-Tmt 36 Mm Is 1786 Fe500/500D , Customer-05-Tmt 36Mm Fe 500/ Fe 500D, Conforming To Is 1786 + Elongation More Than 14.5% + Uts - 15% More Than The Specified 0.2% Proof/ Yield Stress , Customer-09-Tmt 36 Mm Is 1786 Fe500/500D (Corrosion Resistant Grade Suitable For Marine Construction With Micro Alloying Combination Cr+Cu0.4%) , Customer-02-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-12-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-05-Tmt 40Mm Fe 500/ Fe 500D, Conforming To Is 1786 + Elongation More Than 14.5% + Uts - 15% More Than The Specified 0.2% Proof/ Yield Stress
Basic Detail
Tender No 2026Q3STEELTMT
Bidding Type Tender
Location
City Ghaziabad
State Uttar Pradesh
Key Dates
Publish Date 11 Sep 2026
Submission Date 22 Sep 2026
Open Date 22 Sep 2026
Finance
Tender Value Ref. Documents
Tender Fee Ref. Documents
EMD Ref. Documents
Exemption Not Available
Document List
BOQ_70356.xls
dcac93eb-47ec-43c6-ad65-b5f891b8f066.html
NITQ3TMTMerged.pdf
Tendernotice_1 (10).pdf
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Tender Timeline

Sep 11, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Sep 22, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 7 days
Sep 22, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 7 days

Tender Documents

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xls

BOQ_70356.xls

html

dcac93eb-47ec-43c6-ad65-b5f891b8f066.html

pdf

NITQ3TMTMerged.pdf

pdf

Tendernotice_1 (10).pdf

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