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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹140.5 CrAccepted-AOC NAMAKKAL | ₹140.5 Cr Quoted ₹148.5 Cr | L1 | Accepted-AOC Accepted |
| 2 | L2₹152.0 CrRejected-Finance 4 324M MAIN ROAD VANNICONENDAL TIRUNELVELI DISTRICT 627951 | TIRUNELVELI | TAMIL NADU | 627951 | ₹152.0 Cr | L2 | Rejected-Finance Rejected |
| 3 | Rejected-Technical NO 5 TNHB OFFICE COMPLEX R 40 A AMBATTUR ESTATE MAIN ROAD MUGAPPAIR CHENNAI 600037 | CHENNAI | TAMIL NADU | 600037 | - | - | Rejected-Technical Rejected |
| Sl No | Description | Qty | Unit | SRM CONSTRUCTION L1 | AVS 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. | 52,639 | MT | 1,115 ₹5,86,92,485 Lowest | 1,147 ₹6,03,76,933 |
| 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. | 3,51,553 | MT | 1,115 ₹39,19,81,595 Lowest | 1,147 ₹40,32,31,291 |
| 3.00 | Formation of Toe Berm Layer I Sea Side 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. | 1,05,286 | MT | 1,100 ₹11,58,14,600 Lowest | 1,218 ₹12,82,38,348 |
| 4.00 | Formation of Toe Berm Layer II Lee Side 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. | 26,692 | MT | 1,100 ₹2,93,61,200 Lowest | 1,218 ₹3,25,10,856 |
| 5.00 | 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.or has to make his own arrangements for weigh bridge. | 77,852 | MT | 1,140 ₹8,87,51,280 Lowest | 1,218 ₹9,48,23,736 |
| 6.00 | Formation of Armour Layer for rubble mound Groyne with hard blue granite stone of weight ranging from 2000 Kg to 3000Kg 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. | 34,254 | MT | 1,115 ₹3,81,93,210 Lowest | 1,271 ₹4,35,36,834 |
| 7.00 | Formation of Primary Layer for rubble mound break water with quarry run hard blue granite stone of weight ( 300kg to 600Kg) 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 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 | 20,737 | MT | 1,115 ₹2,31,21,755 Lowest | 1,147 ₹2,37,85,339 |
| 8.00 | Providing concrete Tetra pod weighing 8T in plain cement concete M40 grade using In-situ concrete batching plant / Ready Mix Concrete (RMC) adopting weigh batch method in accordance with IS: 456-2000 using 20mm and down graded hard broken granite stone jelly with minimum cement content of 430kg/m3 and maximum water cement ratio of 0.40, including admixture (plasticiser/superplasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5.0 Cu.m) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 Cu.m) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 Cu.m) 7670 kg. of crushed stone sand, including conveyance of concrete from batching plant to work site, electricity charges and other works & labour cost involved for concrete production, casting, including vibrating with mechanical vibrators, finishing, curing, etc., complete complying with standard specification. The coarse and fine aggregates to be used should comply with the requirements of IS Standards. (No separate payment will be made by the department for the excess usage of materials). Tetrapod cast is inclusive of charges for moulding, loading, unloading, transporting, placing in position as per approved design and slope over Armour layer of rubble mound groyne etc., complete and as directed by the departmental officers. | 12,360 | Cum | 14,850 ₹18,35,46,000 | 14,625 ₹18,07,65,000 Lowest |
| 9.00 | Providing concrete Tetra pod weighing 12T in plain cement concete M40 grade using In-situ concrete batching plant / Ready Mix Concrete (RMC) adopting weigh batch method in accordance with IS: 456-2000 using 20mm and down graded hard broken granite stone jelly with minimum cement content of 430kg/m3 and maximum water cement ratio of 0.40, including admixture (plasticiser/superplasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5.0 Cu.m) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 Cu.m) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 Cu.m) 7670 kg. of crushed stone sand, including conveyance of concrete from batching plant to work site, electricity charges and other works & labour cost involved for concrete production, casting, including vibrating with mechanical vibrators, finishing, curing, etc., complete complying with standard specification. The coarse and fine aggregates to be used should comply with the requirements of IS Standards. (No separate payment will be made by the department for the excess usage of materials). Tetrapod cast is inclusive of charges for moulding, loading, unloading, transporting, placing in position as per approved design and slope over Armour layer of rubble mound groyne etc., complete and as directed by the departmental officers. | 17,743 | Cum | 14,850 ₹26,34,83,550 | 14,399 ₹25,54,81,457 Lowest |
| 10.00 | Supplying and erecting centering for plane surfaces such as RCC Floor/Roof Beam, Lintels, Cantilever Beams, Bed Blocks etc.. with necessary supports and strutting upto 3.60m height in all floors with all cross bracings using MS Sheets made of 10 gauge thick welded with MS angle of Size 25mm x 25mm x 3mm for boarding laid over Steel adjustable Span of Size 2m x 2m(expandable upto 3.60m) and Silver Oak Joists of Size 10 x 5 cm spaced at 50cm to 60cm c/c and supported by Steel Adjustable Telescopic Props of Size 2m x 2m (expandable upto 3.60m) made with outer steel pipe with dia 50mm (3.60mm thick) and inner steel pipe with dia 40mm (2.90mm thick) Spaced at not more than 50 to 60cm c/c, etc complete complying with standard specifications. Steel adjustable span and Steel Adjustable telescopic props shall be provided as directed by the departmental Officers. (Payment for centering shall be given after the concrete is laid). | 4,760 | Sqm | 1,100 ₹52,36,000 Lowest | 1,175 ₹55,93,000 |
Tender Value
₹143.3 Cr
EMD Value
₹71.8 L
Closing Date
19 Feb 2026, 3:00 pmClosed
Chief Engineer
Chief Engineer Fishing Harbour Project Circle Fisheries and Fishermen Welfare Department Chennai 35
Establishment of New Fishing Harbour at Vaniyakudi in Kanniyakumari District.
2026_AHDF_651401_1
21 DB F.114 N 2026 Dated 03.02.2026
Open Tender
Civil Works
Lump-sum
730 days
Vaniyakudi
As mentioned in PQ Documents
4 documents required · 4 mandatory
₹0
₹71.8 L
Yes
5 Mar 2026
5 Feb 2026
20 Feb 2026
5 Feb 2026
19 Feb 2026
5 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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. | 52,639 | MT | 1,081.75 | ₹5,69,42,238.25 |
| 2 | 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. | 3,51,553 | MT | 1,081.75 | ₹38,02,92,457.75 |
| 3 | Formation of Toe Berm Layer I Sea Side 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. | 1,05,286 | MT | 1,149.25 | ₹12,09,99,935.5 |
| 4 | Formation of Toe Berm Layer II Lee Side 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. | 26,692 | MT | 1,149.25 | ₹3,06,75,781 |
| 5 | 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.or has to make his own arrangements for weigh bridge. | 77,852 | MT | 1,149.25 | ₹8,94,71,411 |
| 6 | Formation of Armour Layer for rubble mound Groyne with hard blue granite stone of weight ranging from 2000 Kg to 3000Kg 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. | 34,254 | MT | 1,199.05 | ₹4,10,72,258.7 |
| 7 | Formation of Primary Layer for rubble mound break water with quarry run hard blue granite stone of weight ( 300kg to 600Kg) 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 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 | 20,737 | MT | 1,081.75 | ₹2,24,32,249.75 |
| 8 | Providing concrete Tetra pod weighing 8T in plain cement concete M40 grade using In-situ concrete batching plant / Ready Mix Concrete (RMC) adopting weigh batch method in accordance with IS: 456-2000 using 20mm and down graded hard broken granite stone jelly with minimum cement content of 430kg/m3 and maximum water cement ratio of 0.40, including admixture (plasticiser/superplasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5.0 Cu.m) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 Cu.m) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 Cu.m) 7670 kg. of crushed stone sand, including conveyance of concrete from batching plant to work site, electricity charges and other works & labour cost involved for concrete production, casting, including vibrating with mechanical vibrators, finishing, curing, etc., complete complying with standard specification. The coarse and fine aggregates to be used should comply with the requirements of IS Standards. (No separate payment will be made by the department for the excess usage of materials). Tetrapod cast is inclusive of charges for moulding, loading, unloading, transporting, placing in position as per approved design and slope over Armour layer of rubble mound groyne etc., complete and as directed by the departmental officers. | 12,360 | Cum | 13,797 | ₹17,05,30,920 |
| 9 | Providing concrete Tetra pod weighing 12T in plain cement concete M40 grade using In-situ concrete batching plant / Ready Mix Concrete (RMC) adopting weigh batch method in accordance with IS: 456-2000 using 20mm and down graded hard broken granite stone jelly with minimum cement content of 430kg/m3 and maximum water cement ratio of 0.40, including admixture (plasticiser/superplasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5.0 Cu.m) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 Cu.m) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 Cu.m) 7670 kg. of crushed stone sand, including conveyance of concrete from batching plant to work site, electricity charges and other works & labour cost involved for concrete production, casting, including vibrating with mechanical vibrators, finishing, curing, etc., complete complying with standard specification. The coarse and fine aggregates to be used should comply with the requirements of IS Standards. (No separate payment will be made by the department for the excess usage of materials). Tetrapod cast is inclusive of charges for moulding, loading, unloading, transporting, placing in position as per approved design and slope over Armour layer of rubble mound groyne etc., complete and as directed by the departmental officers. | 17,743 | Cum | 13,584 | ₹24,10,20,912 |
| 10 | Supplying and erecting centering for plane surfaces such as RCC Floor/Roof Beam, Lintels, Cantilever Beams, Bed Blocks etc.. with necessary supports and strutting upto 3.60m height in all floors with all cross bracings using MS Sheets made of 10 gauge thick welded with MS angle of Size 25mm x 25mm x 3mm for boarding laid over Steel adjustable Span of Size 2m x 2m(expandable upto 3.60m) and Silver Oak Joists of Size 10 x 5 cm spaced at 50cm to 60cm c/c and supported by Steel Adjustable Telescopic Props of Size 2m x 2m (expandable upto 3.60m) made with outer steel pipe with dia 50mm (3.60mm thick) and inner steel pipe with dia 40mm (2.90mm thick) Spaced at not more than 50 to 60cm c/c, etc complete complying with standard specifications. Steel adjustable span and Steel Adjustable telescopic props shall be provided as directed by the departmental Officers. (Payment for centering shall be given after the concrete is laid). | 4,760 | Sqm | 1,108.34 | ₹52,75,698.4 |
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