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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.7 CrAccepted-AOC 2 M S CHIDAMBARAM 608001 | CUDDALORE | TAMIL NADU | 608001 | L1 | Accepted-AOC Accepted | |
| 2 | L2₹24.5 Cr+₹62.6 L (2.62%)Rejected-Finance 4 324M MAIN ROAD VANNICONENDAL TIRUNELVELI DISTRICT 627951 | TIRUNELVELI | TAMIL NADU | 627951 | L2 | Rejected-Finance Rejected | |
| 3 | L3₹24.8 Cr+₹92.4 L (3.87%)Rejected-Finance NAMAKKAL | L3 | Rejected-Finance Rejected | |
| 4 | L4₹25.4 Cr+₹1.5 Cr (6.32%)Rejected-Finance OLD NO 1 172 NEW NO 2 5284 2ND FLOOR SRINIVASAN STREET MEDAVAKKAM MAIN ROAD NANMANGALAM CHENNAI 600 129 | CHENGALPATTU | TAMIL NADU | 600129 | L4 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | SRM CONSTRUCTION L3 | MANI & CO L1 | AVS CONSTRUCTIONS L2 | EXCEL ENGINEERING ENTERPRISES L4 |
|---|---|---|---|---|---|---|---|
| 1.00 | Formation of Bedding Layer for rubble mound Breakwater with quarry run hard blue granite stone of weight upto 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 : 2 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) laden weight minus unladden weight). The contractor has to make his own arrangements for weigh bridge. | 13,050 | MT | 1,505 ₹1,96,40,250 | 1,449 ₹1,89,09,450 Lowest | 1,487 ₹1,94,05,350 | 1,541 ₹2,01,10,050 |
| 2.00 | Formation of core layer for rubble mound Breakwater with quarry run hard blue granite stone of weight 50Kg- 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 : 2 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. | 50,970 | MT | 1,505 ₹7,67,09,850 | 1,449 ₹7,38,55,530 Lowest | 1,487 ₹7,57,92,390 | 1,541 ₹7,85,44,770 |
| 3.00 | 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 : 2 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. | 18,470 | MT | 1,558 ₹2,87,76,260 | 1,500 ₹2,77,05,000 Lowest | 1,539 ₹2,84,25,330 | 1,594 ₹2,94,41,180 |
| 4.00 | Formation of Armour Layer for rubble mound Breakwater with hard blue granite stone of weight ranging from 2500kg to 4000kg 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 : 2 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. | 31,210.6 | MT | 1,742 ₹5,43,68,865 | 1,677 ₹5,23,40,176 Lowest | 1,721 ₹5,37,13,443 | 1,783 ₹5,56,48,500 |
| 5.00 | Providing concrete Tetra pod weighing 4T in plain cement concrete M35 grade including, casting, finishing and curing, transporting placing in position as per approved design and slope over a Armour layer of rubble mounded Break water.complete as directed by the departmental officers and as per the drawings and specifications and as per the condition laids in special conditions. | 516 | Cum | 17,088 ₹88,17,408 | 16,449 ₹84,87,684 Lowest | 16,880 ₹87,10,080 | 17,487 ₹90,23,292 |
| 6.00 | Earth work excavation for foundation by manual means for Isolated, Combined and Other type foundations in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive 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 10 mts and initial lift of 2.00mts. and clearing and levelling the site, etc., complete complying with standard specification and as directed by the departmental officers. | 361 | Cum | 277 ₹99,997 | 267 ₹96,387 Lowest | 274 ₹98,914 | 284 ₹1,02,524 |
| 7.00 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plantat OMC, carriage of mixed Material towork site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power rol | 4,040 | M3 | 3,719 ₹1,50,24,760 | 3,580 ₹1,44,63,200 Lowest | 3,674 ₹1,48,42,960 | 3,806 ₹1,53,76,240 |
| 8.00 | Supplying and filling in foundation, basement, etc with Stone Dust in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers. | 80 | M3 | 933 ₹74,640 | 898 ₹71,840 Lowest | 922 ₹73,760 | 955 ₹76,400 |
| 9.00 | Supply and filling in foundation and basement with Gravel in layers of not more than 15cm.thick well rammed watered and compacted with surface vibrator, watered and consolidated etc. complete complying with standard specification and as directed by the departmental officers. | 37 | M3 | 1,174 ₹43,438 | 1,130 ₹41,810 Lowest | 1,160 ₹42,920 | 1,201 ₹44,437 |
| 10.00 | Cement Concrete 1:5:10 (One Cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and including curing etc. complete complying with standard specification and as directed by the departmental officers - Mixing by mechanical means | 56 | M3 | 7,014 ₹3,92,784 | 6,752 ₹3,78,112 Lowest | 6,929 ₹3,88,024 | 7,178 ₹4,01,968 |
Tender Value
₹23.2 Cr
EMD Value
₹11.7 L
Closing Date
8 Sept 2025, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Chief Engineer
Fishing Harbour Project Circle Fisheries and Fishermen Welfare Department Chennai-35
Construction of Bait Arch at Merkuvadi village in Ramanathapuram District
2025_AHDF_590879_5
10/DB/F114N/2025
Open Tender
Civil Works
Lump-sum
720 days
merkuvadi
As per mentioned below
5 documents required · 5 mandatory
₹0
₹11.7 L
Yes
28 Nov 2025
11 Aug 2025
9 Sept 2025
11 Aug 2025
8 Sept 2025
11 Aug 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Formation of Bedding Layer for rubble mound Breakwater with quarry run hard blue granite stone of weight upto 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 : 2 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) laden weight minus unladden weight). The contractor has to make his own arrangements for weigh bridge. | 13,050 | MT | 1,407 | ₹1,83,61,350 |
| 2 | Formation of core layer for rubble mound Breakwater with quarry run hard blue granite stone of weight 50Kg- 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 : 2 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. | 50,970 | MT | 1,407 | ₹7,17,14,790 |
| 3 | 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 : 2 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. | 18,470 | MT | 1,456 | ₹2,68,92,320 |
| 4 | Formation of Armour Layer for rubble mound Breakwater with hard blue granite stone of weight ranging from 2500kg to 4000kg 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 : 2 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. | 31,210.6 | MT | 1,628 | ₹5,08,10,856.8 |
| 5 | Providing concrete Tetra pod weighing 4T in plain cement concrete M35 grade including, casting, finishing and curing, transporting placing in position as per approved design and slope over a Armour layer of rubble mounded Break water.complete as directed by the departmental officers and as per the drawings and specifications and as per the condition laids in special conditions. | 516 | Cum | 15,970 | ₹82,40,520 |
| 6 | Earth work excavation for foundation by manual means for Isolated, Combined and Other type foundations in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive 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 10 mts and initial lift of 2.00mts. and clearing and levelling the site, etc., complete complying with standard specification and as directed by the departmental officers. | 361 | Cum | 259.33 | ₹93,618.13 |
| 7 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plantat OMC, carriage of mixed Material towork site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power rol | 4,040 | M3 | 3,476.01 | ₹1,40,43,080.4 |
| 8 | Supplying and filling in foundation, basement, etc with Stone Dust in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers. | 80 | M3 | 872.05 | ₹69,764 |
| 9 | Supply and filling in foundation and basement with Gravel in layers of not more than 15cm.thick well rammed watered and compacted with surface vibrator, watered and consolidated etc. complete complying with standard specification and as directed by the departmental officers. | 37 | M3 | 1,097.17 | ₹40,595.29 |
| 10 | Cement Concrete 1:5:10 (One Cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and including curing etc. complete complying with standard specification and as directed by the departmental officers - Mixing by mechanical means | 56 | M3 | 6,555.41 | ₹3,67,102.96 |
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