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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 KHARSIA ROAD RAIGARH | RAIGARH | RAIGARH | CHHATTISGARH | 496001 | 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 ₹62,02,900 Lowest | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 62,060 ₹62,06,000 |
| 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 ₹1,02,34,785 Lowest | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 62,060 ₹1,02,39,900 |
| 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 ₹63,57,200 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 62,060 ₹62,06,000 Lowest |
| 4.00 | Customer-02-TMT 8 mm IS 1786 Fe500/500D | 30 | MT | - | 61,103 ₹18,33,090 Lowest | - | - | - | - | - | - | - | 62,782 ₹18,83,460 | - | - | - | - | - | - | 63,460 ₹19,03,800 |
| 5.00 | Customer-04-TMT 8 mm IS 1786 Fe500/500D | 30 | MT | 61,800 ₹18,54,000 | - | - | - | - | - | - | - | - | - | - | 55,000 ₹16,50,000 Lowest | - | - | - | 64,536.54 ₹19,36,096.33 | 64,860 ₹19,45,800 |
| 6.00 | Customer-10-TMT 8 mm IS 1786 Fe500/500D | 200 | MT | - | 63,367 ₹1,26,73,400 | - | - | - | 58,000 ₹1,16,00,000 Lowest | - | - | - | 64,429 ₹1,28,85,800 | - | 58,500 ₹1,17,00,000 | - | - | 67,300 ₹1,34,60,000 | 65,045.44 ₹1,30,09,088.64 | 64,860 ₹1,29,72,000 |
| 7.00 | Customer-02-TMT 10 mm IS 1786 Fe500/500D | 30 | MT | - | 60,073 ₹18,02,190 Lowest | - | - | - | - | - | - | - | 61,233 ₹18,36,990 | - | - | - | - | - | - | 61,960 ₹18,58,800 |
| 8.00 | Customer-07-TMT 10 mm IS 1786 Fe500/500D | 70 | MT | - | - | - | - | - | - | - | - | - | 62,887 ₹44,02,090 | - | - | - | - | - | 61,803.13 ₹43,26,218.94 Lowest | 62,260 ₹43,58,200 |
| 9.00 | Customer-10-TMT 10 mm IS 1786 Fe500/500D | 150 | MT | - | 62,337 ₹93,50,550 | - | - | - | 55,600 ₹83,40,000 Lowest | - | - | - | 62,879 ₹94,31,850 | - | 57,750 ₹86,62,500 | - | - | 65,300 ₹97,95,000 | 62,492.44 ₹93,73,865.84 | 63,360 ₹95,04,000 |
| 10.00 | Customer-02-TMT 12 mm IS 1786 Fe500/500D | 30 | MT | - | 59,559 ₹17,86,770 | - | - | - | - | - | - | - | 59,167 ₹17,75,010 | - | - | - | - | - | 58,922.34 ₹17,67,670.29 Lowest | 61,460 ₹18,43,800 |
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
Supply
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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