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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.0 CrAccepted-AOC 69 E MEIPPANAIKADU ROAD KEER AMANGALAM PUDUKKOTTAI 614 624 | PUDUKKOTTAI | TAMIL NADU | 614624 | ₹6.0 Cr Quoted ₹6.1 Cr | L1 | Accepted-AOC lowest bidder |
| 2 | L2₹6.3 CrRejected-Finance | ₹6.3 Cr | L2 | Rejected-Finance OTHER THAN LOWEST |
| 3 | L3₹6.3 CrRejected-Finance 47 EZHIL NAGAR PUDUKKOTTAI 622 005 | PUDUKKOTTAI | TAMIL NADU | 622005 | ₹6.3 Cr | L3 | Rejected-Finance OTHER THAN LOWEST |
| 4 | Not Admitted-Fee/PreQual/Technical 251 A KARAKATHIKOTTAI MANAMELKUDI TALUK PUDUKKOTTAI 614 619 | PUDUKKOTTAI | TAMIL NADU | 614619 | - | - | Not Admitted-Fee/PreQual/Technical Others-Non compliance with the basic requirements for this work |
Tender Value
₹6.1 Cr
EMD Value
₹3.1 L
Closing Date
7 Oct 2025, 4:00 pmClosed
Thiru.J.ELAMVAZHUTHI,B.E., Superintending Engineer
O/o the Superintending Engineer, Highways CandM, TVS Tollgate, Tiruchirappalli-20
Widening from End to End and Strengthening of Thanjavur-Pattukkottai Aranthangi- Karaikudi- Kallal -Kalaiyarkoil-Maravamangalam - Elanyankudi - Paramakudi-Mudukulathur - Sayalkudi road including Sub work
2025_HWAY_601850_8
TN.No.31/2025-2026
Open Tender
Civil Works - Roads
Percentage
180 days
Aranthangi
AS PER PQ DOCUMENT
7 documents required · 7 mandatory
₹0
₹3.1 L
17 Aug 2026
9 Sept 2025
7 Oct 2025
9 Sept 2025
7 Oct 2025
11 Sept 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 |
|---|---|---|---|---|---|
| - | Road Work | - | - | - | - |
| - | Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour charges, materials, tools, equipments and all incidental charges, removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete Box Cutting for Widening portion as per MoRTH Rev V standard specification 100,111,112,305 | - | - | - | - |
| - | Main work Km 73/4 - 74/4 | 5,475.31 | One Cubic Metre | 131.89 | ₹7,22,138.64 |
| - | Providing, laying, spreading and compacting graded stone aggregates for Granular Sub Base, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using motor grader as Sub Base course on well prepared surface and compacting with vibratory soil compactor to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 401 of MORTH Rev-5
( Grade V) | - | - | - | - |
| - | Main work Km 73/4 - 74/4 | 1,759.32 | One Cubic Metre | 2,332.06 | ₹41,02,839.8 |
| - | Providing, laying, spreading and compacting graded stone aggregates for Granular Sub Base, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using motor grader as Sub Base course on well prepared surface and compacting with vibratory soil compactor to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 401 of MORTH Rev-5 (Grade III) | - | - | - | - |
| - | Main work Km 73/4 - 74/4 | 981.02 | One Cubic Metre | 2,605.1 | ₹25,55,655.2 |
| - | Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250mm thick, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using motor grader in Sub Base/ Base course on well prepared surface and compacting with vibratory soil compactor to acheive 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 | - | - | - | - |
| - | Main work Km 73/4 - 74/4 | 2,605.17 | One Cubic Metre | 2,811.31 | ₹73,23,940.47 |
| - | Providing and laying Prime Coat over WMM surface using 7 Kg of Emulsion Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction over it, spraying with pressure distributor 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 | - | - | - | - |
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BOQ_719493.xls
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