BRR : 9943638
Click Here To View Tendering Authority. Technical Bid City/State :  Ghaziabad, Uttar Pradesh
Tender Brief : Tender For Steel Rate Contract - Qtr I 2026 - 27- Requirement Of Steel Tmt , Customer-02-Tmt 16 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... Read More
Tender Value
Ref. Document
Submission Date
27-03-2026
Participated Bidder List
21 No of Bidder(s)
Sr No. Bidder Name Bid Analytics Technical Bid Financial Bid AOC Bid Value Rank
1 cnet-technologies Bid Analytics
2 cnet-technologies Bid Analytics
3 cnet-technologies Bid Analytics
4 cnet-technologies Bid Analytics
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17 cnet-technologies Bid Analytics
18 cnet-technologies Bid Analytics
19 cnet-technologies Bid Analytics
20 cnet-technologies Bid Analytics
21 cnet-technologies Bid Analytics
Work Detail
tender for steel rate contract - qtr i 2026 - 27- requirement of steel tmt , customer-02-tmt 16 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 (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 te
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