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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.5 CrAccepted-AOC | ₹3.5 Cr Quoted ₹3.7 Cr | L1 | Accepted-AOC Accepted |
| 2 | L2₹3.8 CrRejected-Finance | ₹3.8 Cr | L2 | Rejected-Finance Rejected |
| 3 | L3₹3.8 CrRejected-Finance 4 324M MAIN ROAD VANNICONENDAL TIRUNELVELI DISTRICT 627951 | TIRUNELVELI | TAMIL NADU | 627951 | ₹3.8 Cr | L3 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | AVS CONSTRUCTIONS L3 | G.VINOTHKUMAR L1 | VMP ASSOCIATES L2 |
|---|---|---|---|---|---|---|
| 1.00 | 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. | 4,000 | MT | 1,098 ₹43.9 L | 1,057 ₹42.3 L | 1,087 ₹43.5 L |
| 2.00 | 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. | 9,600 | MT | 1,098 ₹1.1 Cr | 1,057 ₹1.0 Cr | 1,087 ₹1.0 Cr |
| 3.00 | Formation of Toe Berm Layer for rubble mound Breakwater with hard blue granite stone of weight ranging from 300Kg to 500kg 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. | 5,900 | MT | 1,125 ₹66.4 L | 1,086 ₹64.1 L | 1,114 ₹65.7 L |
| 4.00 | Formation of Armour layer for rubble mound groynes with quarry run hard blue granite stone of weight ranging from 500kg to 2500Kg 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. | 8,900 | MT | 1,212 ₹1.1 Cr | 1,167 ₹1.0 Cr | 1,201 ₹1.1 Cr |
| 5.00 | Sub Total Amount for above all items (excluding GST) | 1 | No | 1 ₹3.2 Cr | 1 ₹3.1 Cr | 1 ₹3.2 Cr |
| 6.00 | GST 18% for above SubTotal Amount | 1 | gst | 1 ₹58.2 L | 1 ₹56.1 L | 1 ₹57.7 L |
Tender Value
₹3.5 Cr
EMD Value
₹1.9 L
Closing Date
12 Jan 2026, 3:00 pmClosed
Chief Engineer
Fishing Harbour Project Circle Fisheries and Fishermen Welfare Department Chennai-35
Construction of Fish Landing Centre at Nemmelikuppam in Chengalpattu District
2025_AHDF_637203_1
19 DB F.114 N 2025 Dated 18.12.2025
Open Tender
Civil Works
270 days
Nemmelikuppam in Chengalpattu District
As per mentioned document
4 documents required · 4 mandatory
₹0
₹1.9 L
Yes
9 Mar 2026
29 Dec 2025
13 Jan 2026
29 Dec 2025
12 Jan 2026
29 Dec 2025
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.
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.
Formation of Toe Berm Layer for rubble mound Breakwater with hard blue granite stone of weight ranging from 300Kg to 500kg 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.
Formation of Armour layer for rubble mound groynes with quarry run hard blue granite stone of weight ranging from 500kg to 2500Kg 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.
Sub Total Amount for above all items (excluding GST)
GST 18% for above SubTotal Amount
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