Tender For General-Sagarmala-Creation Of Berthing And Landside Facilities At Vellayil Fishing Harbour-Auction Hall-Dredging And Reclamation-General Civil Work
Tender Value
4.09 Crore
Estimated cost
Bid Submission
30 Sep 2026
4 days left
EMD
1 Lakhs
Bank guarantee accepted
Document Fee
8270
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kozhikode → Kerala
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for General-Sagarmala-Creation Of Berthing And Landside Facilities At Vellayil Fishing Harbour-Auction Hall-Dredging And Reclamation-General Civil Work
BOQ
| Sl. No. | Item Description |
| 1 | Dredging |
| 2 | 65.82:Deepening the harbour basin and mouth by using dredger having a flow rate of 700 to 1000m3 slurry per hour with a solid output of not less than 127.5 m3/hour and dumping the spoil at location already pointed out by the departmental officers with a lead up to a radial distance of 500m, 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 etc. and drtvice taxes complete for a depth upto (-) 4.50m bedlevel with a tolerance of +/- 20cm. Unexpected Error occured Please Login again!! Click here to Login |
| 3 | Reclamation Bund |
| 4 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil |
| 5 | 2.16.2:Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth exceeding 1.5 m but not exceeding 3 m |
| 6 | 60.7.6:Supplying and stacking granite stone 20 to 45 dm3 for dumping works- Supplying at site of work granite stone 20 to 45 dm3 in size (60% 45m3,30%30 to 40dm3 and 10% 20 to 30dm3 stones) for measurement ( deducting not less than 15% for voids as fixed by the departmental officer at site) including all cost, conveyance, loading and unloading charges all other incidental charges all leads and lifts etc. complete as per the direction of the departmental officers at site. |
| 7 | 60.7.7:Conveyance and dumping of departmental granite stones-Conveyance of departmental granite stone 20 to 45 dm3 in size from stack at site and dumping in position (60% 45m3,30%30 to 40dm3 and 10% 20 to 30dm3 stones) to lines and levels to from the core of the sea wall as per approved design including all leads and lifts etc. complete as per the direction of the departmental officers at site. |
| 8 | OD2574/2026-2027:od5813/2021_2022 :Supplying and placing 220 gsm woven Geotextiles like polypropylene multi filament fabric<br>using twisted high tenacity yarn at the back side of the reclamation wall in two layers as filter including<br>providing necessary overlaps, all cost, conveyance, labour charges etc complete as per the instruction of<br>departmental officers. (as Per TS No 718/2023-2024 dtd 29/09/2023) |
| 9 | OD3915/2026-2027:Centering and shuttering for concrete block of size 2.00x1.00x1.50m including strutting andremoval of formwork after curing period etc. complete and 4mm steel plates (weight -31.40kg/m2) and 60X60X6mm angles (5.40kg/m) are used for making the formwork weight ofplate (2x2x1.50+2x1x1.50)x31.40kg/m2 = 282.60kg, weight of angles =(4x2+4x1+12x1.50)x5.40kg/m = 162.00 kg, Total weight = 282.60+162.00= 444.60 Assume that it can be used 40 times. 444.60/40=11.115 (Based on observed data of TS2/2018-19 for the work Valiyathura Port - Protection woks to port compound at Valiyathura inThiruvananthapuram District Dated:03-04-2018) |
| 10 | OD3914/2026-2027:od5831/2021_2022 :Centering and shuttering for concrete block of size 1.75mx1mx1.50 mincluding strutting removal of form work after curing period etc. complete 4mm steel plates(weight -31.40kg/m2) and 60x60x6mm angles(5.40kg/m) are used for making the formwork Weight ofplate (2x1.75x1.50+2x1*1.50)x31.40kg/m2=8.25 x31.40=259.05kgWeight of angles=(4x1.75+4x1.00+12x1.50)x5.4kg/m=29x5.4=156.60kgTotal weight=295.05+156.60=415.65.Assume that it can be used 40 times.415.65/40=10.39(Based on observed data of TS 2/2018-19 for the work Valiyathura Port - Protection woks to portcompound at Valiyathura in Thiruvananthapuram District Dated:03-04-2018) |
| 11 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 12 | OD3890/2026-2027:Casting of Cement Blocks using graded metal 40%of 75mm to 40mm,30%of 40mm to 20mm,30%of 20mm to 6mm, using average 380kg of cement per m3 as per approved mix design ofmix proportion 05:1:1.46:3.22 by weight of water cement,fine aggregate, coarseaggregate(specific gravity of fine aggregate and coarse aggregate should not be less than 2.73and 2.5 respectively) and the cement shall be of 43 grade or higher minimum cube strengthrequirement 1) @ 7 day 20N/mm2 (2)@28 day 30N/mm2 and min density of concrete 2.5 gm/cc as per the directions of departmental officers at site. (As Per TS No. 656/2025-2026 dtd 18-10-2025) |
| 13 | OD2572/2026-2027:od5812/2021_2022 :Lifting , conveying the cement concrete blocks from stacking yard and placing<br>in position in layers in lines and levels as per the direction of departmental officers at site (Based on<br>observed data of TS 2/2018-19 for the work Valiyathura Port - Protection woks to port compoundat<br>Valiyathura in Thiruvananthapuram District Dated:03-04-2018 |
| 14 | 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 15 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more |
| 16 | Providing Fender system |
| 17 | OD4811/2026-2027:Supplying 15mm dia wire ropes with high tensile steel core inserted through hole and slotalready provided in concrete and tying with tractor tyre fender by using suitable clamps andbolts as directed by departmental officers at site |
| 18 | OD4812/2026-2027:Supplying and fixing fender using lorry tyres including all cost conveyance and fitting charges Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 18, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 30, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 4 daysOct 03, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 7 daysTender Documents
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