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Tender ID
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₹19.2 CrAccepted-AOC NAMAKKAL | L1 | Accepted-AOC AOC | |
| 2 | L2₹20.4 Cr+₹93.6 L (4.82%)Rejected-Finance NO 07 CENTRAL STREET KILPAUK GARDEN COLONY CHENNAI 600010 | CHENNAI | TAMIL NADU | 600010 | L2 | Rejected-Finance Rejected | |
| 3 | L3₹20.6 Cr+₹1.1 Cr (5.80%)Rejected-Finance 2 M S CHIDAMBARAM 608001 | CUDDALORE | TAMIL NADU | 608001 | L3 | Rejected-Finance Rejected |
Tender Value
₹19.2 Cr
EMD Value
₹9.7 L
Closing Date
2 Apr 2025, 5:00 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 Chennai35
Construction of Bait Arch at Roachmanagar Village in Ramanathapuram District.
2025_AHDF_528452_1
13DBF.114 N2025Dated25.02.2025
Open Tender
Civil Works
Lump-sum
540 days
Roachmanagar
As per Mentioned Below
4 documents required · 4 mandatory
₹0
₹9.7 L
28 May 2025
27 Feb 2025
3 Apr 2025
27 Feb 2025
2 Apr 2025
27 Feb 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 : 1.50 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. | 20,800 | MT | 975 | ₹2,02,80,000 |
| 2 | Formation of core layer for rubble mound Breakwater with quarry run hard blue granite stone of weight 100Kg- 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 : 1.50 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. | 38,930 | MT | 975 | ₹3,79,56,750 |
| 3 | Formation of Toe Berm Layer for rubble mound Breakwater with hard blue granite stone of weight ranging from 1000kg 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. | 25,450 | MT | 1,037 | ₹2,63,91,650 |
| 4 | Formation of UnderLayer for rubble mound Breakwater with hard blue granite stone of weight ranging from 1000kg 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. | 19,600 | MT | 1,037 | ₹2,03,25,200 |
| 5 | Formation of Armour Layer for rubble mound Breakwater with hard blue granite stone of weight ranging from 2000kg 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 : 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. | 45,450 | MT | 1,085 | ₹4,93,13,250 |
| 6 | Providing concrete Tetra pod weighing 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. | 445 | Cum | 14,731 | ₹65,55,295 |
| 7 | Supplying and FILLING GRAVEL Supplying and filling in 'foundation and basement with filling crushed stone sand in layers of not more than 15cm.thick well rammed watered and compacted -1m3 etc., complete complying with standard specification. | 425 | Cum | 682 | ₹2,89,850 |
| 8 | Earth work excavation for foundation (for narrow excavation) 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 mts. and clearing and levelling the site, etc., complete complying with standard specification. | 55 | Cum | 219.7 | ₹12,083.5 |
| 9 | Plain Cement Concrete 1:4:8 (One Cement, Four sand and eight 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 curing etc. complete complying with standard specification | 16 | Cum | 5,703.85 | ₹91,261.6 |
| 10Reinforced Cement Concrete 1:1-1/2:3 (One Cement, One and a half sand and Three hard broken stone jelly) using 20 mm gauge hard broken granite stone jelly for all RCC items of works excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary and bearing surfaces of walls, beams etc. shall be finished smooth with Cement Mortar 1:3 (One Cement and Three Sand) and kraft paper laid over it without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers | |||||
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