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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.4 CrAccepted-AOC | ₹4.4 Cr | L1 | Accepted-AOC Lowest |
| 2 | L2₹4.5 Cr+₹4.8 L (1.10%)Rejected-Finance | ₹4.5 Cr+₹4.8 L (1.10%) | L2 | Rejected-Finance L2 |
| 3 | L3₹4.7 Cr+₹28.3 L (6.43%)Rejected-Finance | ₹4.7 Cr+₹28.3 L (6.43%) | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | TBAS CONSTRUCTIONS L3 | WESTERN DREDGING L2 | Southern Dredging Company Private Limited L1 |
|---|---|---|---|---|---|---|
| 1.00Dredging | ||||||
| 1.00 | 65.81:Deepening the harbour basin and mouth by using sand pumps mounted on barges or any other suitable method and dumping the spoil with a flow rate of 500m3 slurry per hour with a solid output of not less than 75 m3/hour at location already pointed out by the departmental officers with a lead up to a radial distance of 500m, including hire charges of sand pump, all tools and plants and accesories , fuel charges,idling and mobilisation charges, providing and shifting the pipe lines including all labour charges, incidental charges and service tax etc. complete for a depth upto (-) 3.50m with a tolerance of +/- 20cm. | 12,613.8 | cum | 320 ₹40,36,416 | 240 ₹30,27,312 | 232 ₹29,26,401.6 Lowest |
| 1.00 | 65.84:Deepening the harbour basin and mouth by using dredger having a flow rate of 1750 to 2250m3 slurry per hour with a solid output of not less than 300 m3/hour and dumping the spoil at location already pointed out by the departmental officers with a lead up to a radial distance of 750m to 1500 m, including hire charges of dredger, all tools and plants and accesories , fuel charges,idling and mobilisation charges, providing and shifting the pipe lines including all labour charges, incidental charges and service tax etc. complete for a depth upto (-) 4.50m bedlevel with a tolerance of +/-20cm. | 98,355.7 | cum | 260 ₹2,55,72,482 | 310 ₹3,04,90,267 | 170 ₹1,67,20,469 Lowest |
| 2.00For geo tube groyne | ||||||
| 2.00 | OD9238/2024-2025:Supplying geobag formed with double layer net made up of virgin HDPE of dimension 2.575X2.745 m and volume of about 2.58 m3 with mesh size 50 mm square including 3 strand twisted hanging rope, tying rope, vertical load sharing rope and PPMF twine marker rope with net mesh breaking strength 1110 N and elongation >= 100% <=121% requiring net fabric breaking strength MD(bunched together) is not less than 125KN/m , Elongation MD >=75% and CMD >=125%, and filled with woven geotextile bags(locally dredged sand used for filling) of size 0.91X0.6 m including stitching charges of geo textile bag and also for closing the end of geo bag properly using O ring of breaking strength greater than or equal to 160 KN including conveying and placing in the specified location by appropriate method as per the direction of departmental officers at site | 660 | each | 20,960 ₹1,38,33,600 | 2,550 ₹16,83,000 Lowest | 27,482 ₹1,81,38,120 |
| 2.00 | OD9239/2024-2025:Supplying geosynthetic tubes with 15m circumference and 20 m length made up of polypropylene woven geosynthetic fabric made of high strength yarns with weight per unit area not less than 1000 gsm, wide width tensile strength (MD/CD) not less than 200, 200KN/m respectively , factory seam
strength not less than 160KN/m, uv resistance at 500 hours not less than 90% retained, maximum apparent
opening size 0.25mm, transporting of tubes to filling location, positioning of geotubes with concrete anchor
blocks, hydraulic filling of geosynthetic tubes using locally available dredged sea sand by mechanical means as necessary to achieve designed finished height, closing the port mouth suitably as per the standard practice, conveying and placing in the specified location, inspecting the profile with the help of
divers including all cost , stitching charges and labour charges, hire and operational charges of machinery
etc including all incidental charges etc complete as per the direction of departmental officers at site | 6 | each | 3,36,000 ₹20,16,000 | 2,00,000 ₹12,00,000 Lowest | 7,54,799 ₹45,28,794 |
| 2.00 | OD9485/2024-2025:Supplying, filling geobags of size 0.91x0.6m made of woven geotextiles with unit weight
220gsm, made using polypropelene woven fabric using high tensile yarns, minimum strength of the fabric in both directions shall be 30 KN/m, maximum elongation at break 50%, maximum hydraulic pore size 75 microns, permeability 30 lit/m2/sec with lock stiching or chain stitching , stacking the filled bags for measurement at site, conveying the bags from stack to barges by lorry within a distance of 10 km, conveying to the location in barges , placing at required locations with the help of divers for levelling including all cost of materials, labour charges etc complete . (utilizing the dredged sand available at site issued free of cost) | 9,285.82 | each | 150 ₹13,92,873.45 Lowest | 873 ₹81,06,523.48 | 184 ₹17,08,591.43 |
Tender Value
₹4.7 Cr
EMD Value
₹1 L
Closing Date
5 May 2025, 6:00 pmClosed
Superintending Engineer HECC
Superintending Engineer, Harbour Engineering Central Circle, Corporation Building, Paramara Road, Ernakulam North,Kochi-18
GENERAL-PMMSY- Alappad Azheekal Fishing Harbour (Kayamkulam FH) - Maintenance dredging-General Civil Work
2025_HED_747189_3
HED/CEHED/TR/66/2023_5_1_1/RC 1/1
Open Tender
Civil Works - Water Works
Item Rate
365 days
Alappad Azheekkal Fishing Harbour
Please refer Tender documents.
20 documents required · 20 mandatory
₹8,270
₹1 L
17 Oct 2025
26 Apr 2025
7 May 2025
26 Apr 2025
5 May 2025
26 Apr 2025
Amount
Dredging
65.81:Deepening the harbour basin and mouth by using sand pumps mounted on barges or any other suitable method and dumping the spoil with a flow rate of 500m3 slurry per hour with a solid output of not less than 75 m3/hour at location already pointed out by the departmental officers with a lead up to a radial distance of 500m, including hire charges of sand pump, all tools and plants and accesories , fuel charges,idling and mobilisation charges, providing and shifting the pipe lines including all labour charges, incidental charges and service tax etc. complete for a depth upto (-) 3.50m with a tolerance of +/- 20cm.
65.84:Deepening the harbour basin and mouth by using dredger having a flow rate of 1750 to 2250m3 slurry per hour with a solid output of not less than 300 m3/hour and dumping the spoil at location already pointed out by the departmental officers with a lead up to a radial distance of 750m to 1500 m, including hire charges of dredger, all tools and plants and accesories , fuel charges,idling and mobilisation charges, providing and shifting the pipe lines including all labour charges, incidental charges and service tax etc. complete for a depth upto (-) 4.50m bedlevel with a tolerance of +/-20cm.
For geo tube groyne
OD9238/2024-2025:Supplying geobag formed with double layer net made up of virgin HDPE of dimension 2.575X2.745 m and volume of about 2.58 m3 with mesh size 50 mm square including 3 strand twisted hanging rope, tying rope, vertical load sharing rope and PPMF twine marker rope with net mesh breaking strength 1110 N and elongation >= 100% <=121% requiring net fabric breaking strength MD(bunched together) is not less than 125KN/m , Elongation MD >=75% and CMD >=125%, and filled with woven geotextile bags(locally dredged sand used for filling) of size 0.91X0.6 m including stitching charges of geo textile bag and also for closing the end of geo bag properly using O ring of breaking strength greater than or equal to 160 KN including conveying and placing in the specified location by appropriate method as per the direction of departmental officers at site
OD9239/2024-2025:Supplying geosynthetic tubes with 15m circumference and 20 m length made up of polypropylene woven geosynthetic fabric made of high strength yarns with weight per unit area not less than 1000 gsm, wide width tensile strength (MD/CD) not less than 200, 200KN/m respectively , factory seam strength not less than 160KN/m, uv resistance at 500 hours not less than 90% retained, maximum apparent opening size 0.25mm, transporting of tubes to filling location, positioning of geotubes with concrete anchor blocks, hydraulic filling of geosynthetic tubes using locally available dredged sea sand by mechanical means as necessary to achieve designed finished height, closing the port mouth suitably as per the standard practice, conveying and placing in the specified location, inspecting the profile with the help of divers including all cost , stitching charges and labour charges, hire and operational charges of machinery etc including all incidental charges etc complete as per the direction of departmental officers at site
OD9485/2024-2025:Supplying, filling geobags of size 0.91x0.6m made of woven geotextiles with unit weight 220gsm, made using polypropelene woven fabric using high tensile yarns, minimum strength of the fabric in both directions shall be 30 KN/m, maximum elongation at break 50%, maximum hydraulic pore size 75 microns, permeability 30 lit/m2/sec with lock stiching or chain stitching , stacking the filled bags for measurement at site, conveying the bags from stack to barges by lorry within a distance of 10 km, conveying to the location in barges , placing at required locations with the help of divers for levelling including all cost of materials, labour charges etc complete . (utilizing the dredged sand available at site issued free of cost)
WESTERN DREDGING (BID ID -2207678)
TBAS CONSTRUCTIONS (BID ID -2207660)
Bidder Name
Southern Dredging Company Private Limited
TBAS CONSTRUCTIONS
WESTERN DREDGING
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