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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance KOLKATA WEST BENGAL 700013 INDIA | KOLKATA | WEST BENGAL | 700013 | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
| 3 | Admitted-Finance 5 BENTINCK STREET BENTINCK STREET KOLKATA WEST BENGAL 700001 | KOLKATA | WEST BENGAL | 700001 | Admitted-Finance |
| 4 | Admitted-Finance O P JINDAL MARG HISAR HISAR HARYANA 125005 | HISAR | HARYANA | 125005 | Admitted-Finance |
| 5 | Admitted-Finance BANDRA KURLA COMPLEX BANDRA EAST BANDRA EAST BANDRA EAST MUMBAI SUBURBAN MAHARASHTRA 400051 | MUMBAI SUBURBAN | MAHARASHTRA | 400051 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Radha Smelters Private Limited | Jai Balaji Industries Limited | Rashmi Metaliks Limited | PULKIT METALS PRIVATE LIMITED | Shri Bajrang Power And Ispat Limited | SHYAMSTEELINDUSTRIESLTD | M S METALS AND STEELS PRIVATE LIMITED | RUNGTA MINES LIMITED | Prakash Ferrous Industries Pvt Ltd | ESL STEEL LIMITED | JSW Steel Limited | MS Agarwal Foundries Private Limited | JINDAL STEEL LIMITED | AIC IRON INDUSTRIES PVT LTD | TATA STEEL LIMITED | STEEL AUTHORITY OF INDIA LIMITED | RASHTRIYA ISPAT NIGAM LTD |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | 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 % | 100 | MT | - | 62,029 ₹62.0 L | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 62,060 ₹62.1 L |
| 2.00 | 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 % | 165 | MT | - | 62,029 ₹1.0 Cr | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 62,060 ₹1.0 Cr |
| 3.00 | Customer-02-TMT 32 mm (length 6500 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 % | 100 | MT | - | 63,572 ₹63.6 L | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 62,060 ₹62.1 L |
| 4.00 | Customer-02-TMT 8 mm IS 1786 Fe500/500D | 30 | MT | - | 61,103 ₹18.3 L | - | - | - | - | - | - | - | 62,782 ₹18.8 L | - | - | - | - | - | - | 63,460 ₹19.0 L |
| 5.00 | Customer-04-TMT 8 mm IS 1786 Fe500/500D | 30 | MT | 61,800 ₹18.5 L | - | - | - | - | - | - | - | - | - | - | 55,000 ₹16.5 L | - | - | - | 64,536.54 ₹19.4 L | 64,860 ₹19.5 L |
| 6.00 | Customer-10-TMT 8 mm IS 1786 Fe500/500D | 200 | MT | - | 63,367 ₹1.3 Cr | - | - | - | 58,000 ₹1.2 Cr | - | - | - | 64,429 ₹1.3 Cr | - | 58,500 ₹1.2 Cr | - | - | 67,300 ₹1.3 Cr | 65,045.44 ₹1.3 Cr | 64,860 ₹1.3 Cr |
| 7.00 | Customer-02-TMT 10 mm IS 1786 Fe500/500D | 30 | MT | - | 60,073 ₹18.0 L | - | - | - | - | - | - | - | 61,233 ₹18.4 L | - | - | - | - | - | - | 61,960 ₹18.6 L |
| 8.00 | Customer-07-TMT 10 mm IS 1786 Fe500/500D | 70 | MT | - | - | - | - | - | - | - | - | - | 62,887 ₹44.0 L | - | - | - | - | - | 61,803.13 ₹43.3 L | 62,260 ₹43.6 L |
| 9.00 | Customer-10-TMT 10 mm IS 1786 Fe500/500D | 150 | MT | - | 62,337 ₹93.5 L | - | - | - | 55,600 ₹83.4 L | - | - | - | 62,879 ₹94.3 L | - | 57,750 ₹86.6 L | - | - | 65,300 ₹98.0 L | 62,492.44 ₹93.7 L | 63,360 ₹95.0 L |
| 10.00 | Customer-02-TMT 12 mm IS 1786 Fe500/500D | 30 | MT | - | 59,559 ₹17.9 L | - | - | - | - | - | - | - | 59,167 ₹17.8 L | - | - | - | - | - | 58,922.34 ₹17.7 L | 61,460 ₹18.4 L |
Updated dates
Tender Value
Refer Docs
Closing Date
27 Mar 2026, 2:00 pmClosed
N C Sharma
Noida
Framework agreement for Supply of Steel TMT in Q1 of FY 2026-27
2026_BHEL_59061_1
2026Q1STEELTMT
Open Tender
Miscellaneous Goods
60 days
AS PER NIT
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
Exempted
15 Apr 2026
9 Mar 2026
27 Mar 2026
9 Mar 2026
27 Mar 2026
10 Mar 2026
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 test must not exceed their characteristics 0.2 % proof stress by more than 20 %
Customer-02-TMT 32 mm (length 6500 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-10-TMT 8 mm IS 1786 Fe500/500D
Customer-10-TMT 10 mm IS 1786 Fe500/500D
Customer-10-TMT 12 mm IS 1786 Fe500/500D
Customer-07-TMT 16 mm IS 1786 Fe500/500D
Customer-10-TMT 16 mm IS 1786 Fe500/500D
Customer-10-TMT 25-mm IS 1786 Fe500/500D
Customer-10-TMT 28 mm IS 1786 Fe500/500D
Customer-10-TMT 32 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-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-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-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-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-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-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-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-08-TMT 8 mm IS 1786 Fe500/500D (Corrosion resistant Grade suitable for Marine construction with micro alloying combination Cr+Cu>0.4%)
Customer-09-TMT 8 mm IS 1786 Fe500/500D (Corrosion resistant Grade suitable for Marine construction with micro alloying combination Cr+Cu>0.4%)
Customer-09-TMT 16 mm IS 1786 Fe500/500D (Corrosion resistant Grade suitable for Marine construction with micro alloying combination Cr+Cu>0.4%)
Customer-09-TMT 25-mm IS 1786 Fe500/500D (Corrosion resistant Grade suitable for Marine construction with micro alloying combination Cr+Cu>0.4%)
Customer-09-TMT 32 mm IS 1786 Fe500/500D (Corrosion resistant Grade suitable for Marine construction with micro alloying combination Cr+Cu>0.4%)
Customer-06-TMT 8 mm (length 10-12 mtr) IS 1786 Fe550D
Customer-06-TMT 10 mm (length 10-12 mtr) IS 1786 Fe550D
Customer-06-TMT 12 mm (length 10-12 mtr) IS 1786 Fe550D
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-06-TMT 20 mm (length 10-12 mtr) IS 1786 Fe550D
Customer-11-TMT 20 mm (length 10-12 mtr) IS 1786 Fe550D
Customer-06-TMT 25 mm (length 10-12 mtr) IS 1786 Fe550D
Customer-11-TMT 25 mm (length 10-12 mtr) IS 1786 Fe550D
Customer-06-TMT 28 mm (length 10-12 mtr) IS 1786 Fe550D
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-06-TMT 36 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-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-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-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-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-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-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-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-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-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-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
Customer-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
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