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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.2 CrAccepted-AOC 4 324M MAIN ROAD VANNICONENDAL TIRUNELVELI DISTRICT 627951 | TIRUNELVELI | TAMIL NADU | 627951 | ₹18.2 Cr Quoted ₹19.0 Cr | L1 | Accepted-AOC Accepted |
| 2 | L2₹19.6 CrRejected-Finance NO 3 PIONEER KUMARASAMY NAGAR EXTENSION IV PERUMALPURAM TIRUNELVELI 07 | ₹19.6 Cr | L2 | Rejected-Finance Rejected |
| 3 | L3₹20.0 CrRejected-Finance NO 07 CENTRAL STREET KILPAUK GARDEN COLONY CHENNAI 600010 | CHENNAI | TAMIL NADU | 600010 | ₹20.0 Cr | L3 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | EMJAY CONSTRUCTIONS L3 | AVS CONSTRUCTIONS L1 | MANI CONSTRUCTIONS L2 |
|---|---|---|---|---|---|---|
| 1.00 | Formation of Filter Layer for rubble mound Groyne with quarry run hard blue granite stone of weight upto 1Kg-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 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) ladden weight minus unladden weight). The contractor has to make his own arrangements for weigh bridge. | 11,060 | MT | 1,130 ₹1.2 Cr | 1,070 ₹1.2 Cr | 1,106 ₹1.2 Cr |
| 2.00 | Formation of Core Layer for rubble mound Groyne with quarry run hard blue granite stone of weight upto 10kg - 500kg 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 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) ladden weight minus unladden weight). The contractor has to make his own arrangements for weigh bridge. | 18,427 | MT | 1,130 ₹2.1 Cr | 1,070 ₹2.0 Cr | 1,106 ₹2.0 Cr |
| 3.00 | Formation of Toe Berm Layer for rubble mound Groyne with hard blue granite stone of weight ranging from 2000 Kg to 4000 Kg 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. | 23,518 | MT | 1,200 ₹2.8 Cr | 1,137 ₹2.7 Cr | 1,175 ₹2.8 Cr |
| 4.00 | Formation of Under Layer for rubble mound Groyne with hard blue granite stone of weight ranging from 1000 Kg to 2000Kg 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. | 8,750 | MT | 1,200 ₹1.1 Cr | 1,137 ₹99.5 L | 1,175 ₹1.0 Cr |
| 5.00 | Providing concrete Tetra pod weighing 8T in plain cement concrete M35 grade including, casting, finishing and curing, transporting placing in position as per approved design and slope over a under layer of rubble mounded Groyne complete as directed by the departmental officers and as per the drawings and specifications and as per the condition laids in special conditions. | 6,178 | Cum | 15,510 ₹9.6 Cr | 14,664 ₹9.1 Cr | 15,162 ₹9.4 Cr |
| 58.00 | Sub Total Amount for above all items (excluding GST) | 1 | No | 280 ₹19.2 L | 267 ₹18.3 L | 276 ₹18.9 L |
| 59.00 | GST 18% for above SubTotal Amount | 1 | gst | 0 ₹17.0 Cr | 1 ₹16.1 Cr | 1 ₹16.6 Cr |
Tender Value
₹18.4 Cr
EMD Value
₹9.3 L
Closing Date
8 Sept 2025, 3:00 pmClosed
Chief Engineer
Fishing Harbour Project Circle Fisheries and Fishermen Welfare Department Chennai-35
Upgradation to the Fish Landing Centre at Melakadiyapattinam village in Kanniyakumari District
2025_AHDF_590879_3
10/DB/F114N/2025
Open Tender
Civil Works
720 days
melakadiyapattinam
As per mentioned below
5 documents required · 5 mandatory
₹0
₹9.3 L
Yes
28 Nov 2025
11 Aug 2025
9 Sept 2025
11 Aug 2025
8 Sept 2025
11 Aug 2025
Amount
Formation of Filter Layer for rubble mound Groyne with quarry run hard blue granite stone of weight upto 1Kg-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 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) ladden weight minus unladden weight). The contractor has to make his own arrangements for weigh bridge.
Formation of Core Layer for rubble mound Groyne with quarry run hard blue granite stone of weight upto 10kg - 500kg 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 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) ladden weight minus unladden weight). The contractor has to make his own arrangements for weigh bridge.
Formation of Toe Berm Layer for rubble mound Groyne with hard blue granite stone of weight ranging from 2000 Kg to 4000 Kg 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 Under Layer for rubble mound Groyne with hard blue granite stone of weight ranging from 1000 Kg to 2000Kg 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.
Providing concrete Tetra pod weighing 8T in plain cement concrete M35 grade including, casting, finishing and curing, transporting placing in position as per approved design and slope over a under layer of rubble mounded Groyne complete as directed by the departmental officers and as per the drawings and specifications and as per the condition laids in special conditions.
Sub Total Amount for above all items (excluding GST)
GST 18% for above SubTotal Amount
MANI CONSTRUCTIONS (BID ID -1449853)
EMJAY CONSTRUCTIONS (BID ID -1448645)
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