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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹33.3 CrAccepted-AOC 1601 16TH FLOOR CYBER ONE GREEN SPACE SECTOR 30A VASHI NAVI MUMBAI 400 703 MAHARASTRA | THANE | MAHARASHTRA | 400703 | ₹33.3 Cr | L1 | Accepted-AOC Accepted |
| 2 | L2₹42.7 Cr+₹9.5 Cr (28.4%)Rejected-AOC | ₹42.7 Cr+₹9.5 Cr (28.4%) | L2 | Rejected-AOC Rejected |
| 3 | L3₹43.2 Cr+₹9.9 Cr (29.7%)Rejected-AOC | ₹43.2 Cr+₹9.9 Cr (29.7%) | L3 | Rejected-AOC Rejected |
| 4 | L4₹50.5 Cr+₹17.2 Cr (51.6%)Rejected-AOC | ₹50.5 Cr+₹17.2 Cr (51.6%) | L4 | Rejected-AOC Rejected |
| 5 | Rejected-Technical AGRA BYE PASS ROAD MAINPURI UTTAR PRADESH MAINPURI UTTAR PRADESH 205001 | MAINPURI | UTTAR PRADESH | 205001 | - | - | Rejected-Technical As per Tender condition |
Tender Value
₹48.2 Cr
EMD Value
₹96.5 L
Closing Date
22 Apr 2025, 3:00 pmClosed
THE CHIEF ENGINEER
No.1, Rajaji Salai, 5th floor Centenary Building, Chennai Port Authority, Chennai-1
Repair and Strengthening of existing Revetment behind Coastal Berth (approx. length of 850m) at Chennai Port
2025_ChPT_853610_1
T/JDC/7/2025/E
Open Tender
Civil Works
Works
548 days
Chennai Port Authority
Please refer Tender documents.
7 documents required · 7 mandatory
₹0
₹96.5 L
Yes
Chennai port authority
20 Aug 2025
19 Mar 2025
23 Apr 2025
19 Mar 2025
22 Apr 2025
2 Apr 2025
25 Mar 2025
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Bill of Quantities | |||||
| 1.01 | 1.Handling, lifting and removing of armor stone of various sizes from alignment of the existing revetment structure at sea side to the elevation of (+) 3.10 meters or as directed by the Nodal Officer to suite the site condition and stacking the same within a lead of 1km and reinstatement of the damaged revetment to its original position after assessment and weighing including all labour, tools, tackles, Cranes, plant, equipment, Machinery, transport, Fuel etc. Complete.
Note:
1.The precise profile will be determined upon the submission of preliminary revetment levels prior to the commencement of work.
2.Weighment of the stone should be done before placing in revetment. | 16,735 | 1 MT (One Metric Tonne) | 704 | ₹1,17,81,440 |
| 1.02 | 2.Dismantling the existing plain cement concrete in the damaged portion of Mass capping and wherever required as existing at site of work to the required size ,shape and level all as per relevant specification and directed at site of work including deposit the debris within a lead of 50m including all labour, tools, tackles, Cranes, plant, equipment, transport, Fuel etc. Complete. | 36 | 1 M3 (One Cubic Metre) | 2,349 | ₹84,564 |
| 1.03 | 3.Casting the Tetrapods with M35 Design Mix Cement concrete weighing minimum 5Te. as shown in the relevant drawing and as directed including all operations shuttering, vibrating, curing etc. all as per relevant schedule including testing of concrete, labour, material, tools, plants, equipment, fuel etc., Complete. | 11,047 | 1No (One Number) | 32,802 | ₹36,23,63,694 |
| 1.04 | 4.Handling, transporting the newly cast 5Te.(approx.) Tetrapods from stack yard and placing at seaside slope of revetment as Armour unit in two layers all as per relevant drawing and as directed at site including handling operation, labour, material, tools, plants, equipment, transport, fuel etc., Complete.
Note:
1. The Contractor shall engage Cranes of suitable capacity and boom length for easy handling and placing of Tetrapods at the required reach.
2. The Contractor shall engage skilled workmen for the work. | 11,047 | 1No (One Number) | 4,239 | ₹4,68,28,233 |
| 1.05 | 5.Supplying, transporting and dumping/formation of Filter Layer (Consisting of 1kg to 10kg hard blue granite stones) along the alignment of existing revetment structure at Sea side and spreading the same to get required profile as specified in the drawing and in the relevant schedules including all the operations, labour, materials, tools, plants, equipment,transport,fuel etc., Complete.
Note:
1.The Contractor shall engage Cranes of suitable capacity and boom length for easy handling and to dump the filter layer.
2. The Contractor shall engage skilled workmen for the work.
3.The contractor has to make his own arrangement for weigh bridge | 3,469 | 1 MT (One Metric Tonne) | 1,094 | ₹37,95,086 |
| 1.06 | 6.Supplying, transporting and dumping/formation of Under Layer (Consisting of 500kg to 800kg hard blue granite stones) along the alignment of existing revetment structure at Sea side and spreading the same to get required profile as specified in the drawing and in the relevant schedules including all the operations, labour, materials, tools, plants, equipment, transport, fuel etc., Complete.
Note:
1.The Contractor shall engage Cranes of suitable capacity and boom length for easy handling and to dump the Under layer.
2. The Contractor shall engage skilled workmen for the work.
3.The existing slope of revetment at Sea side which is 1:1.5 shall be modified to 1:2 as indicated in the Drawing.
4.At no time the Under layer shall be left unprotected by the Armour layer.
5.The contractor has to make his own arrangement for weigh bridge. | 13,178 | 1 MT (One Metric Tonne) | 1,159 | ₹1,52,73,302 |
| 1.07 | 7.Supplying, transporting and dumping/formation of Toe Berm Layer (Consisting of 500kg to 800kg hard blue granite stones) along the alignment of existing revetment structure at Sea side and spreading the same to get required profile as specified in the drawing and in the relevant schedules including all the operations, labour, materials, tools, plants, equipment,transport, fuel etc., Complete.
Note:
1.The Contractor shall engage Cranes of suitable capacity and boom length for easy handling and to dump the Toe Berm layer.
2. The Contractor shall engage skilled workmen for the work.
3.The contractor has to make his own arrangement for weigh bridge | 10,249 | 1 MT (One Metric Tonne) | 1,159 | ₹1,18,78,591 |
| 1.08 | 8.Providing and laying M35 grade Design mix cement concrete for mass capping and crest wall to the required level and dimension as per the drawing and as directed at site excluding centering and shuttering all as per relevant schedule including curing, testing of concrete, labour, material, tools, plants, equipment, transport, fuel etc., Complete.
Note:
Existing mass capping may be chipped at top to facilitate adequate bonding before construction of proposed Crest wall structure | 1,213.5 | 1M3 (Cubic metre) | 9,461 | ₹1,14,80,923.5 |
| 1.09 | 9.Providing Centering and shuttering including strutting, propping etc. and removal of form work for PCC, M35 concrete for Mass capping and Crest wall including all labour, material, tools, plants, equipment, transport, fuel etc., Complete. | 3,282.93 | 1M2 (One square metre) | 379 | ₹12,44,230.47 |
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