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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₹141.1 CrAccepted-AOC 2 M S CHIDAMBARAM 608001 | CUDDALORE | TAMIL NADU | 608001 | L1 | Accepted-AOC Accepted | |
| 2 | L2₹152.6 Cr+₹4.3 Cr (2.91%)Rejected-Finance NAMAKKAL | L2 | Rejected-Finance Rejected | |
| 3 | L3₹158.3 Cr+₹10.1 Cr (6.79%)Rejected-Finance NO 30 PERIYAR NAGAR ERODE 638001 | ERODE | TAMIL NADU | 638001 | L3 | Rejected-Finance Rejected | |
| 4 | Rejected-Technical NO 07 CENTRAL STREET KILPAUK GARDEN COLONY CHENNAI 600010 | CHENNAI | TAMIL NADU | 600010 | - | Rejected-Technical Rejected |
| Sl No | Description | Qty | Unit | SRM CONSTRUCTION L2 | SEA ROCK INFRASTRUCTURE L3 | MANI & CO L1 |
|---|---|---|---|---|---|---|
| 1.00 | Formation of Bedding Layer for rubble mound Breakwater with quarry run hard blue granite stone of weight up to 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) laden weight minus unladden weight). The contractor has to make his own arrangements for weigh bridge. | 27,129 | MT | 1,184 ₹3,21,20,736 | 1,228 ₹3,33,14,412 | 1,150 ₹3,11,98,350 Lowest |
| 2.00 | Formation of core layer for rubble mound Breakwater with quarry run hard blue granite stone of weight 10Kg- 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. | 1,22,248 | MT | 1,184 ₹14,47,41,632 | 1,228 ₹15,01,20,544 | 1,150 ₹14,05,85,200 Lowest |
| 3.00 | Formation of Toe Berm Layer for rubble mound Breakwater with hard blue granite stone of weight ranging from 300 Kg to 500 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. | 40,400 | MT | 1,210 ₹4,88,84,000 | 1,256 ₹5,07,42,400 | 1,176 ₹4,75,10,400 Lowest |
| 4.00 | Formation of Armour Layer for rubble mound Breakwater with hard blue granite stone of weight ranging from 1000 kg to 2000 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. | 18,966 | MT | 1,314 ₹2,49,21,324 | 1,364 ₹2,58,69,624 | 1,277 ₹2,42,19,582 Lowest |
| 5.00 | Providing concrete Tetra pod weighing 2T in plain cement concete M35 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 0.45, 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. | 16,037 | Cum | 21,749 ₹34,87,88,713 | 22,570 ₹36,19,55,090 | 21,134 ₹33,89,25,958 Lowest |
| 6.00 | Removal of sludge, slush, silt, debris, plastic waste, water weeds, using appropriate special machineries like dredger along the cutter section having maximum capacity of 300cum solids per hour which can dredge to a maximum of 8.00m depth and dispose the dredged material to a maximum of 4Km on either one of the outer slope of river banks whichever is convenient as per the prevailing site conditions for easy conveyance and jungle clearance by pumping operation along with suitable pipeline and other required accessories with other mechanical devices for the entire stretch to reach the bank. the rates including cost of transportation, Mobilization and demobilization of machinery, hire charges, cost of fuel, labour charges for surveying and operation of dredger, crew and other related works etc. | 1,38,317 | Cum | 565 ₹7,81,49,105 | 586 ₹8,10,53,762 | 549 ₹7,59,36,033 Lowest |
| 7.00 | Providing pre-cast cement concrete block of different sizes in Standardised Concrete Mix M-35 Grade using In-situ Concrete batching plant/ Ready Mix Concrete (RMC) adopting weigh batch method in accordance with IS:456-2000 using 40mm and down graded hard broken granite stone jelly with 10% plums by volume of concrete with minimum cement content of 400kg/m3 and maximum water cement ratio of 0.45, including admixture (plasticiser / superplasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability and laying them in position for the block walls of quay as directed using suitable frame including cost of materials, Mould, form work mixing, laying, completing, finishing, curing, lifting arrangements, handling, transporting and placing with the help of suitable crane or any other device whenever required and other acessories and appliances etc complete as directed by the departmental officers. | 36,544 | Cum | 13,560 ₹49,55,36,640 | 14,072 ₹51,42,47,168 | 13,177 ₹48,15,40,288 Lowest |
| 8.00 | Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as vertical slab, side slabs of boxing, vertical drops, facia, vertical wall, etc. using mild steel sheets of size 1200cm x 60cm and 10 BG stiffened with welded mild steel angles of size 40mm x 40mm x 5 mm for boarding, laid with silver oak joists of size 10cm x 5cm & 7.5cm x 5cm as support runner, Top Horizontal stiffener spaced at about 60cm to 90cm centre to centre or at suitable intervals. MS Channel Section (ISMC 100) shall be provided as a vertical support @1.20m C/C and with Lateral support of Steel Adjustable Telescopic Props of Size 2m x 2m (expandable upto 3.60m) & steel pipes of 20mm dia @ required level/spacing etc. complete complying with standard specifcation and as directed by the departmental officers. (Payment for centering shall be given after the concrete is laid) | 8,298 | Sqm | 610 ₹50,61,780 | 633 ₹52,52,634 | 593 ₹49,20,714 Lowest |
| 9.00 | Providing and laying in position, Standardised Concrete Mix M-30 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 for all RCC items of works with minimum cement content of 400 kg/m3 and maximum water cement ratio of 0.45, 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, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including Conveyance of concrete from batching plant to Work site, Electricity charges and other works & labour cost involved for concrete production, laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers. 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). | 3,871 | Cum | 9,151 ₹3,54,23,521 | 9,497 ₹3,67,62,887 | 8,892 ₹3,44,20,932 Lowest |
| 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 | 1,056 | Cum | 6,352 ₹67,07,712 | 6,592 ₹69,61,152 | 6,172 ₹65,17,632 Lowest |
Tender Value
₹144.0 Cr
EMD Value
₹72.1 L
Closing Date
19 Feb 2026, 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
Chief Engineer Fishing Harbour Project Circle Fisheries and Fishermen Welfare Department Chennai 35
Expansion of Thoothukudi Fishing Harbour in Thoothukudi District.
2026_AHDF_651396_1
21 DB F.114 N 2026 Dated 03.02.2026
Open Tender
Civil Works
Lump-sum
730 days
Thoothukudi Fishing Harbour
As mentioned in PQ documents
4 documents required · 4 mandatory
₹0
₹72.1 L
Yes
27 Feb 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 Bedding Layer for rubble mound Breakwater with quarry run hard blue granite stone of weight up to 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) laden weight minus unladden weight). The contractor has to make his own arrangements for weigh bridge. | 27,129 | MT | 1,116.8 | ₹3,02,97,667.2 |
| 2 | Formation of core layer for rubble mound Breakwater with quarry run hard blue granite stone of weight 10Kg- 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. | 1,22,248 | MT | 1,116.8 | ₹13,65,26,566.4 |
| 3 | Formation of Toe Berm Layer for rubble mound Breakwater with hard blue granite stone of weight ranging from 300 Kg to 500 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. | 40,400 | MT | 1,141.8 | ₹4,61,28,720 |
| 4 | Formation of Armour Layer for rubble mound Breakwater with hard blue granite stone of weight ranging from 1000 kg to 2000 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. | 18,966 | MT | 1,239.95 | ₹2,35,16,891.7 |
| 5 | Providing concrete Tetra pod weighing 2T in plain cement concete M35 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 0.45, 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. | 16,037 | Cum | 20,518 | ₹32,90,47,166 |
| 6 | Removal of sludge, slush, silt, debris, plastic waste, water weeds, using appropriate special machineries like dredger along the cutter section having maximum capacity of 300cum solids per hour which can dredge to a maximum of 8.00m depth and dispose the dredged material to a maximum of 4Km on either one of the outer slope of river banks whichever is convenient as per the prevailing site conditions for easy conveyance and jungle clearance by pumping operation along with suitable pipeline and other required accessories with other mechanical devices for the entire stretch to reach the bank. the rates including cost of transportation, Mobilization and demobilization of machinery, hire charges, cost of fuel, labour charges for surveying and operation of dredger, crew and other related works etc. | 1,38,317 | Cum | 533 | ₹7,37,22,961 |
| 7 | Providing pre-cast cement concrete block of different sizes in Standardised Concrete Mix M-35 Grade using In-situ Concrete batching plant/ Ready Mix Concrete (RMC) adopting weigh batch method in accordance with IS:456-2000 using 40mm and down graded hard broken granite stone jelly with 10% plums by volume of concrete with minimum cement content of 400kg/m3 and maximum water cement ratio of 0.45, including admixture (plasticiser / superplasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability and laying them in position for the block walls of quay as directed using suitable frame including cost of materials, Mould, form work mixing, laying, completing, finishing, curing, lifting arrangements, handling, transporting and placing with the help of suitable crane or any other device whenever required and other acessories and appliances etc complete as directed by the departmental officers. | 36,544 | Cum | 12,792.88 | ₹46,75,03,006.72 |
| 8 | Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as vertical slab, side slabs of boxing, vertical drops, facia, vertical wall, etc. using mild steel sheets of size 1200cm x 60cm and 10 BG stiffened with welded mild steel angles of size 40mm x 40mm x 5 mm for boarding, laid with silver oak joists of size 10cm x 5cm & 7.5cm x 5cm as support runner, Top Horizontal stiffener spaced at about 60cm to 90cm centre to centre or at suitable intervals. MS Channel Section (ISMC 100) shall be provided as a vertical support @1.20m C/C and with Lateral support of Steel Adjustable Telescopic Props of Size 2m x 2m (expandable upto 3.60m) & steel pipes of 20mm dia @ required level/spacing etc. complete complying with standard specifcation and as directed by the departmental officers. (Payment for centering shall be given after the concrete is laid) | 8,298 | Sqm | 575.49 | ₹47,75,416.02 |
| 9 | Providing and laying in position, Standardised Concrete Mix M-30 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 for all RCC items of works with minimum cement content of 400 kg/m3 and maximum water cement ratio of 0.45, 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, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including Conveyance of concrete from batching plant to Work site, Electricity charges and other works & labour cost involved for concrete production, laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers. 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). | 3,871 | Cum | 8,633.22 | ₹3,34,19,194.62 |
| 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 | 1,056 | Cum | 5,992.33 | ₹63,27,900.48 |
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