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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹62.4 CrAccepted-AOC P AND C TOWERS 2ND FLOOR 140 PERUNDURAI ROAD ERODE 638 011 | ERODE | TAMIL NADU | 638011 | L1 | Accepted-AOC L1 bidder is Accepted | |
| 2 | L2₹65.7 Cr+₹1.1 Cr (1.76%)Rejected-Finance MADURAI MADURAI TAMIL NADU | L2 | Rejected-Finance Other than Lowest | |
| 3 | L3₹67.1 Cr+₹2.5 Cr (3.89%)Rejected-Finance SF NO 454 RAGHUPATHYNAICKENPALAYAM RAILWAY COLONY POONDURAI MAIN ROAD ERODE | ERODE | ERODE | TAMIL NADU | L3 | Rejected-Finance Other than Lowest |
Tender Value
₹62.7 Cr
EMD Value
₹31.5 L
Closing Date
19 Nov 2025, 5:00 pmClosed
Superintending Engineer(H) NABARD and RR Trichy
Office of the Superintending Engineer, Highways Department, NABARD and RR Circle, Plot No.14, Hazrath Abdul Salam Street, Kaja Nagar, Trichy-620020
Formation of Bypass Road for Mayiladuthurai Town Starts at Km 25 by 2 of Tharangampadi Mayiladuthurai Road MD 453 Mayiladuthurai District Collector office and ends at Km 4 by 4 of Mayiladuthurai Thiruthuraipoondi Road SH23 Phase II Km 11 by 0 1
2025_HWAY_615513_1
TN.No.39/2025-26/SDO/TRY-NRR
Open Tender
Civil Works - Roads
Percentage
540 days
Mayiladuthurai
As per PQ Document
10 documents required · 10 mandatory
₹0
₹31.5 L
Trichy
18 Jun 2026
18 Oct 2025
19 Nov 2025
18 Oct 2025
19 Nov 2025
24 Oct 2025
22 Oct 2025
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 2 | Excavation including removal and satisfactory disposal of all materials necessary for the construction of road way in accordance with the specifications and the lines, grades, and cross section shown in the drawings or as directed by the Engineer for Box Cutting for widening portion as per MORTH V Revision 111, 112, 202, 301, 302, 303, 305, 900 | - | Cubic Metre | 1 | - |
| 3 | Collection and supply of carted earth including excavation, removal and satisfactory disposal of all materials necessary for the construction of road way in accordance with the specifications and the lines, grades and cross section shown in the drawings or as directed by the Engineer with 95% compaction for formation of embankment as per MORT&H Vth Revision 111, 112, 202, 301, 302, 303, 305, 900 | - | Cubic Metre | 1 | - |
| 4 | Collection and supply of carted earth including excavation, removal and satisfactory disposal of all materials necessary for the construction of road way in accordance with the specifications and the lines, grades and cross section shown in the drawings or as directed by the Engineer with 97% compaction for formation of embankment as per MORT&H Vth Revision 111, 112, 202, 301, 302, 303, 305, 900 | - | Cubic Metre | 1 | - |
| 5 | Providing and laying granular Sub-base as per table No.400-1/400-2 and Grading V of MORT&H Revision V with and any other Granular Material or a combination those of for required thick to give a CBR of 30 on prepared sub-grade in accordance with the requirements of the specification as per MORT&H Vth Revision 111, 112, 401, 900 | - | Cubic Metre | 1 | - |
| 6 | Providing and laying granular Sub-base as per table No.400-1/400-2 and Grading III of MORT&H Revision V with and any other Granular Material or a combination those of for required thick to give a CBR of 30 on prepared sub-grade in accordance with the requirements of the specification as per MORT&H Vth Revision 111, 112, 401, 900 | 1 | Cubic Metre | 1 | ₹1 |
| 7 | Providing and laying, spreading and compacting graded stone aggregate Wet mix macadam specification including pre-mixing the material with water at OMC in base mix plant (Pugmill) carriage of mixed material by tipper to site and laying in uniform layers in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per MORT&H Vth Revision 111, 112, 406, 900 | 1 | Cubic Metre | - | - |
| 8 | Providing and laying of Prime coat using Emulsion bitumen (SS1 ) at the rate of 7Kg/10 Sqm. over the WMM surface preparatory to another bituminous construction over it as per MORT&H Vth Revision 111, 112, 501, 502, 900 | 1 | Square Metre | - | - |
| 9 | Providing and laying of tack coat using Emulsion bitumen (RS1 ) at the rate of 2.50 Kg./ 10 Sqm. over the Primed surface preparatory to another bituminous construction over it as per MORT&H Vth Revision 111, 112, 501, 503, 900 | 1 | Square Metre | - | - |
| 10 | Providing and laying of tack coat using Emulsion bitumen (RS1 ) at the rate of 3.00 Kg./ 10 Sqm. over the Dry lean cement surface surface preparatory to another bituminous construction over it as per MORT&H Vth Revision 111, 112, 501, 502, 900 | - | Square Metre | 1 | - |
| 12 | Providing and laying 30 mm thick compacted Bituminous Concrete which shall consist of construction of a single course binder / wearing course on a previously prepared bituminous base to the requirements of the specification using 60/70 Grade bitumen (VG 30) as per MORT & H Vth Revision 111, 112, 501 507 900 | 1 | Cubic Metre | 1 | ₹1 |
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