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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.4 CrAccepted-AOC | ₹4.4 Cr Quoted ₹4.6 Cr | L1 | Accepted-AOC Accepted |
| 2 | L2₹4.8 Cr+₹13.1 L (2.82%)Rejected-Finance 4 324M MAIN ROAD VANNICONENDAL TIRUNELVELI DISTRICT 627951 | TIRUNELVELI | TAMIL NADU | 627951 | ₹4.8 Cr+₹13.1 L (2.82%) | L2 | Rejected-Finance Rejected |
| 3 | Rejected-Technical ERODE | - | - | Rejected-Technical Rejected |
| Sl No | Description | Qty | Unit | AVS CONSTRUCTIONS L2 | VMP ASSOCIATES L1 |
|---|---|---|---|---|---|
| 1.00 | Supplying and filling in foundation, basement, etc with conveyed earth in layers of not more than 150mm thick layers well watered, rammed with surface vibrator and consolidated including conveyance charges etc. complete complying with standard specification and as directed by the departmental officers. | 10,000 | m3 | 1,103 ₹35,50,336 | 1,073 ₹34,53,772 Lowest |
| 2.00 | Formation of Filter Layer for rubble mound groyne with quarry run hard blue granite stone of weight 1kg to 10kg having a specific gravity of not less than 2.65 as per approved design and drawing including quarrying, loading transporting by tippers/lorries weighing in the electronic weigh bridge for measurement, dumping, placing in position to required level, profile and finishing the side slopes 1:1.5 on both sides wherever required as per drawing with necessary equipment and devices as per the drawings and specification etc complete as directed by the Departmental Officers. The rate is also inclusive of placing, sectioning and finishing with necessary equipment and devices and hire and operational charges of tools and plants etc. (The payment shall be made on weight basis (ie) laden weight minus unladden weight). The contractor has to make his own arrangements for weigh bridge. | 2,880 | MT | 1,103 ₹1,90,79,882 | 1,073 ₹1,85,60,936 Lowest |
| 3.00 | Formation of core layer for rubble mound groynes with quarry run hard blue granite stone of weight 100Kg- 300Kg having a specific gravity of not less than 2.65 as per approved design and drawing including quarrying, loading, transporting by tippers/lorries weighing in the electronic weigh bridge for measurement, dumping, placing in position to required level, profile and finishing the side slopes 1 : 1.5 on both sides with necessary equipment and devices as per the drawing and specification etc., complete as directed by the Departmental Officers. The rate is also inclusive of placing, sectioning and finishing with necessary equipment and devices and hire and operational changes of tools and plants etc. (The payment shall be made on weight basis (ie) laden weight minus unladden weight). The contractor has to make his own arrangements for weigh bridge. | 15,070 | MT | 1,130 ₹55,25,700 | 1,099 ₹53,74,110 Lowest |
| 4.00 | Formation of Toe Berm Layer for rubble mound Breakwater with hard blue granite stone of weight ranging from 500Kg to 800kg having a specific gravity of not less than 2.65 and as nearly cubical as possible as per approved design and drawing. The rate is inclusive of quarrying, loading at quarry using crane and other tools and plants as required, transporting by tippers/ lorries weighing on the electronic weigh bridge for measurement, Unloading/dumping placing in position to required level, profile and finishing the side slopes of 1 : 1.5 using crane and floating equipment and devices as per the drawing and specification etc., complete and as directed by the Departmental Officers. The rate is inclusive of placing sectioning and finishing with necessary equipments and devices and hire and operational charges of tools and plants etc. (The payment shall be made on weight basis (ie) ladden weight minus unladden weight). The contractor has to make his own arrangements for weigh bridge. | 4,890 | MT | 1,218 ₹1,22,67,538 | 1,184 ₹1,19,25,094 Lowest |
| 5.00 | Formation of Armour layer for rubble mound groynes with quarry run hard blue granite stone of weight ranging from 1500kg to 3500Kg having a specific gravity of not less than 2.65 and as nearly cubical as possible as per approved design and drawing. The rate is inclusive of quarrying, loading at quarry using crane and other tools and plants as required, transporting by tippers/ lorries weighing on the electronic weigh bridge for measurement, Unloading/dumping placing in position to required level, profile and finishing the side slopes of 1 : 1.5 using crane and floating equipment and devices as per the drawing and specification etc., complete and as directed by the Departmental Officers. The rate is inclusive of placing sectioning and finishing with necessary equipments and devices and hire and operational charges of tools and plants etc. (The payment shall be made on weight basis (ie) ladden weight minus unladden weight). The contractor has to make his own arrangements for weigh bridge. | 9,460 | MT | 1 ₹4,04,23,456 | 1 ₹3,93,13,912 Lowest |
| 58.00 | Sub Total Amount for above all items (excluding GST) | 1 | No | 1 ₹72,76,222 | 1 ₹70,76,504 Lowest |
| 59.00 | GST 18% for above SubTotal Amount | 1 | gst | - | - |
Tender Value
₹4.6 Cr
EMD Value
₹2.4 L
Closing Date
25 Aug 2025, 3:00 pmClosed
Chief Engineer
Fishing Harbour Project Circle Integrated office Complex Animal Husbandry Fisheries and Fishermen Welfare Department Nandanam Chennai 35
Construction of Fish Landing Centre at Bharathiyar Nagar Beach in Chennai District.
2025_AHDF_587930_1
9/DB/F.114 N/2025 Dated 28.07.2025
Open Tender
Civil Works
Lump-sum
300 days
Bharathiyar nagar
As mentioned in documents
4 documents required · 4 mandatory
₹0
₹2.4 L
Yes
20 Jan 2026
1 Aug 2025
26 Aug 2025
1 Aug 2025
25 Aug 2025
1 Aug 2025
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