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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹43.5 LAccepted-AOC MELANANGOOR KATHIRUPPU POST SIRKALI TALUK TAMIL NADU | ₹43.5 L Quoted ₹48.0 L | L1 | Accepted-AOC tender accepted |
| 2 | L2₹48.2 L+₹24,155 (0.50%)Rejected-Finance | ₹48.2 L+₹24,155 (0.50%) | L2 | Rejected-Finance Other than Lowest Tenderer |
| 3 | L3₹49.7 L+₹1.7 L (3.47%)Rejected-Finance 609 702 | NAGAPATTINAM | TAMIL NADU | 609702 | ₹49.7 L+₹1.7 L (3.47%) | L3 | Rejected-Finance Other than Lowest Tenderer |
| 4 | L4₹50.2 L+₹2.2 L (4.68%)Rejected-Finance | ₹50.2 L+₹2.2 L (4.68%) | L4 | Rejected-Finance Other than Lowest Tenderer |
Tender Value
₹43.8 L
EMD Value
₹32,000
Closing Date
23 Feb 2026, 3:00 pmClosed
The Divisional Engineer (H), C and M Mayiladuthura
O/o the Divisional Engineer (H), C and M Mayiladuthurai, Thennamarasalai, Mayiladuthurai
Curve Widening at Km 124/2 of Abandoned NH45A Vilupuram - Pondy - Cuddalore - Nagapattinam) Road
2026_HWAY_656896_2
TN.22/2025-2026/JDO
Open Tender
Civil Works - Roads
Percentage
60 days
Mayiladuthurai
As per Tender Document
6 documents required · 6 mandatory
₹0
₹32,000
4 Mar 2026
13 Feb 2026
23 Feb 2026
13 Feb 2026
23 Feb 2026
16 Feb 2026
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 |
|---|---|---|---|---|---|
| 1 | Excavation including removal and satisfactory disposal of all materials necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer for Boxing as per clause 301 of MORTH Revision IV | - | - | - | - |
| - | Road-A | 383.84 | Cubic metre | 131.89 | ₹50,624.66 |
| - | Construction of granular sub - base by providing close graded Material, mixing in a mechanical mix plantat OMC, carriage of mixed Material to worksite, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 for Grade - V | - | - | - | - |
| - | Road-A | 119.56 | Cubic metre | 3,062.77 | ₹3,66,184.78 |
| - | Construction of granular sub - base by providing close graded Material, mixing in a mechanical mix plantat OMC, carriage of mixed Material to worksite, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 for Grade - III | - | - | - | - |
| - | Road-A | 62.93 | Cubic metre | 3,335.8 | ₹2,09,921.89 |
| - | Providing and laying ,spreading and compacting graded stone aggregates to Wet Mix Macadam 250mm thick specification including premixing the materials with water at OMC in mechnanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in SubBase/Basecourse on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5 | - | - | - | - |
| - | Road-A | 157.31 | Cubic metre | 3,571.21 | ₹5,61,787.05 |
| - | Providing and laying Prime Coat over WBM/WMM surface using 7Kg of Emulsion Bitumen(SS1) per 10sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 502 of MORTH Rev-5 | - | - | - | - |
| - | Road-A | 629.25 | Square metre | 88.45 | ₹55,657.16 |
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