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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.9 CrAccepted-AOC | ₹10.9 Cr Quoted ₹11.2 Cr | L1 | Accepted-AOC Accepted |
| 2 | L2₹11.8 CrRejected-Finance | ₹11.8 Cr | L2 | Rejected-Finance Rejected |
| 3 | L3₹12.1 CrRejected-Finance OLD NO 1 172 NEW NO 2 5284 2ND FLOOR SRINIVASAN STREET MEDAVAKKAM MAIN ROAD NANMANGALAM CHENNAI 600 129 | CHENGALPATTU | TAMIL NADU | 600129 | ₹12.1 Cr | L3 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | V.S.Constructions India Private Limited L1 | EXCEL ENGINEERING ENTERPRISES L3 | VMP ASSOCIATES L2 |
|---|---|---|---|---|---|---|
| 1.00 | Earth work Open excavation by Mechanical Means for Open Earthwork in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting in- clusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 100 mts and clearing and levelling including dressing of sides and raming of bottoms etc., complete complying with standard specification and as directed by the departmental officers.
A). Upto 2.40m Depth. | 912 | M3 | 201 ₹1.8 L | 217 ₹2.0 L | 213 ₹1.9 L |
| 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. | 12,420 | Mt | 975 ₹1.2 Cr | 1,053 ₹1.3 Cr | 1,033 ₹1.3 Cr |
| 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. | 26,456 | Mt | 975 ₹2.6 Cr | 1,053 ₹2.8 Cr | 1,033 ₹2.7 Cr |
| 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. | 21,257 | Mt | 1,001 ₹2.1 Cr | 1,080 ₹2.3 Cr | 1,060 ₹2.3 Cr |
| 5.00 | Formation of Under Layer for rubble mound Breakwater with hard blue granite stone of weight ranging from 1000Kg to 1500kg 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. | 4,540 | Mt | 1,035 ₹47.0 L | 1,116 ₹50.7 L | 1,095 ₹49.7 L |
| 6.00 | 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. | 28,555 | Mt | 1,075 ₹3.1 Cr | 1,160 ₹3.3 Cr | 1,135 ₹3.2 Cr |
| 58.00 | Sub Total Amount for above all items (excluding GST) | 1 | No | 1 ₹9.5 Cr | 0 ₹10.2 Cr | 1 ₹10.0 Cr |
| 59.00 | GST 18% for above SubTotal Amount | 1 | gst | 1 ₹1.7 Cr | 0 ₹1.8 Cr | 1 ₹1.8 Cr |
Tender Value
₹11.1 Cr
EMD Value
₹5.6 L
Closing Date
8 Sept 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 an Integrated Fish Landing Centre at Chinnamuthaliyar Savadi village in Villupuram District.
2025_AHDF_591561_1
10/DB/F.114 N/2025 Dated 29.07.2025
Open Tender
Civil Works
540 days
Chinna muthaliar savadi
As mentioned in PQ documents
4 documents required · 4 mandatory
₹0
₹5.6 L
Yes
12 Dec 2025
11 Aug 2025
9 Sept 2025
11 Aug 2025
8 Sept 2025
11 Aug 2025
Amount
Earth work Open excavation by Mechanical Means for Open Earthwork in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting in- clusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 100 mts and clearing and levelling including dressing of sides and raming of bottoms etc., complete complying with standard specification and as directed by the departmental officers. A). Upto 2.40m Depth.
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 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.
Formation of Under Layer for rubble mound Breakwater with hard blue granite stone of weight ranging from 1000Kg to 1500kg 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 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.
Sub Total Amount for above all items (excluding GST)
GST 18% for above SubTotal Amount
VMP ASSOCIATES (BID ID -1450408)
EXCEL ENGINEERING ENTERPRISES (BID ID -1450840)
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