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| 1 | 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 % |
| 2 | 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 % |
| 3 | 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 % |
| 4 | Customer-02-TMT 8 mm IS 1786 Fe500/500D |
| 5 | Customer-04-TMT 8 mm IS 1786 Fe500/500D |
| 6 | Customer-10-TMT 8 mm IS 1786 Fe500/500D |
| 7 | Customer-02-TMT 10 mm IS 1786 Fe500/500D |
| 8 | Customer-07-TMT 10 mm IS 1786 Fe500/500D |
| 9 | Customer-10-TMT 10 mm IS 1786 Fe500/500D |
| 10 | Customer-02-TMT 12 mm IS 1786 Fe500/500D |
| 11 | Customer-07-TMT 12 mm IS 1786 Fe500/500D |
| 12 | Customer-10-TMT 12 mm IS 1786 Fe500/500D |
| 13 | Customer-02-TMT 16 mm IS 1786 Fe500/500D |
| 14 | Customer-07-TMT 16 mm IS 1786 Fe500/500D |
| 15 | Customer-10-TMT 16 mm IS 1786 Fe500/500D |
| 16 | Customer-10-TMT 20 mm IS 1786 Fe500/500D |
| 17 | Customer-10-TMT 25-mm IS 1786 Fe500/500D |
| 18 | Customer-10-TMT 28 mm IS 1786 Fe500/500D |
| 19 | Customer-10-TMT 32 mm IS 1786 Fe500/500D |
| 20 | 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% |
| 21 | 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% |
| 22 | 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% |
| 23 | 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% |
| 24 | 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% |
| 25 | 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% |
| 26 | 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% |
| 27 | 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% |
| 28 | 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% |
| 29 | 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% |
| 30 | 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% |
| 31 | Customer-08-TMT 8 mm IS 1786 Fe500/500D (Corrosion resistant Grade suitable for Marine construction with micro alloying combination Cr+Cu>0.4%) |
| 32 | Customer-09-TMT 8 mm IS 1786 Fe500/500D (Corrosion resistant Grade suitable for Marine construction with micro alloying combination Cr+Cu>0.4%) |
| 33 | Customer-09-TMT 16 mm IS 1786 Fe500/500D (Corrosion resistant Grade suitable for Marine construction with micro alloying combination Cr+Cu>0.4%) |
| 34 | Customer-09-TMT 25-mm IS 1786 Fe500/500D (Corrosion resistant Grade suitable for Marine construction with micro alloying combination Cr+Cu>0.4%) |
| 35 | Customer-09-TMT 32 mm IS 1786 Fe500/500D (Corrosion resistant Grade suitable for Marine construction with micro alloying combination Cr+Cu>0.4%) |
| 36 | Customer-09-TMT 36 mm IS 1786 Fe500/500D (Corrosion resistant Grade suitable for Marine construction with micro alloying combination Cr+Cu>0.4%) |
| 37 | Customer-06-TMT 8 mm (length 10-12 mtr) IS 1786 Fe550D |
| 38 | Customer-06-TMT 10 mm (length 10-12 mtr) IS 1786 Fe550D |
| 39 | Customer-11-TMT 10 mm (length 10-12 mtr) IS 1786 Fe550D |
| 40 | Customer-06-TMT 12 mm (length 10-12 mtr) IS 1786 Fe550D |
| 41 | Customer-11-TMT 12 mm (length 10-12 mtr) IS 1786 Fe550D |
| 42 | Customer-06-TMT 16 mm (length 10-12 mtr) IS 1786 Fe550D |
| 43 | Customer-11-TMT 16 mm (length 10-12 mtr) IS 1786 Fe550D |
| 44 | Customer-06-TMT 20 mm (length 10-12 mtr) IS 1786 Fe550D |
| 45 | Customer-11-TMT 20 mm (length 10-12 mtr) IS 1786 Fe550D |
| 46 | Customer-06-TMT 25 mm (length 10-12 mtr) IS 1786 Fe550D |
| 47 | Customer-11-TMT 25 mm (length 10-12 mtr) IS 1786 Fe550D |
| 48 | Customer-06-TMT 28 mm (length 10-12 mtr) IS 1786 Fe550D |
| 49 | Customer-11-TMT 28 mm (length 10-12 mtr) IS 1786 Fe550D |
| 50 | Customer-06-TMT 32 mm (length 10-12 mtr) IS 1786 Fe550D |
| 51 | Customer-11-TMT 32 mm (length 10-12 mtr) IS 1786 Fe550D |
| 52 | Customer-06-TMT 36 mm (length 10-12 mtr) IS 1786 Fe550D |
| 53 | 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 % |
| 54 | 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 % |
| 55 | 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 % |
| 56 | 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 % |
| 57 | 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 % |
| 58 | 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 % |
| 59 | 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 % |
| 60 | 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 % |
| 61 | 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 % |
| 62 | 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 % |
| 63 | 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 % |
| 64 | 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 % |
| 65 | 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 % |
| 66 | 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 % |
| 67 | 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 % |
| 68 | 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 % |
| 69 | 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 % |
| 70 | Customer-07-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 % |
| 71 | 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 % |
| 72 | 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 % |
| 73 | 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 |
| 74 | 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 Please Enable Macros to View BoQ information |
