Renovation and Upgradation of existing Fish Landing Center at Bahabalpur in Baleshwar District, Odisha

Directorate of Ports & Inland Water Transport · Bahabalpur, Baleshwar District, Odisha · Civil Works & Infrastructure · open

Key facts

Tender value: ₹27.5Cr
EMD: ₹27.5L
Published: 15 Oct 2026
Closing date: 10 Nov 2026
Status: open
Status as of: 29 Oct 2026 09:26 UTC
Ministry: Government of Odisha
Department: Commerce & Transport (Commerce) Department
Office: Directorate of Ports & IWT, Zone-A, Ground Floor, Fortune Tower, Chandrasekharpur, Bhubaneswar-751023

Description

Percentage-rate civil works tender for renovation and upgradation of the existing Fish Landing Centre at Bahabalpur, Baleshwar District, Odisha. Estimated cost is Rs. 27,54,65,743, with an 18-calendar-month completion period. Bids are invited from eligible Super Class and Special Class contractors or equivalent registered contractors.

Eligibility & requirements

Startup relaxation: No
MSE relaxation: No
Certifications: Class II or Class III compatible Digital Signature Certificate
Documents required: Valid contractor registration certificate, GSTIN, PAN card, No Relationship Certificate (Schedule-A), List of similar works in progress (Schedule-B), List of similar works executed (Schedule-D), Gross Annual Turnover certified by a Chartered Accountant, Information regarding current litigation, debarring/expelling, or abandonment of work (Schedule-E), Affidavit (Schedule-F), Bid capacity details, including civil engineering construction work performed in the last five years and existing commitments/ongoing works (Schedule-J), certified by a Chartered Accountant, Proof of ownership or lease/possession of required tools, plants and machinery, Executive Engineer certificate for deployed machinery/equipment (Annexure-III of Schedule-C), Time schedule for movement of available equipment/machinery to the work site (Annexure-IV of Schedule-C), Notarized MOU with an eligible registered Electrical Contractor holding a valid H.T./L.T./M.V. license, Scanned copy of EMD financial instrument

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Commercial terms

Bid type: Percentage Rate
Make in India (MII): No
MSE preference: No

Line items (227)

Reclamation: Filling with Good earth and spreading the lower area of reclamation zone to acheive the design formation level of R.L. + 3.60m with using hydraulic excavator, tipper & dozer to spreading and compaction with vibratory roller & OMC condition till the desired density is attend inclduing hire charges, cost, conveyance, royalties and taxes of all labour, labour cess, T&P required for the work complete in respect as per the direction of Engineer in charge. — Qty: 20471.5 Cum
Sand Filling in Foundation & Plinth: Earthwork in filling foundation trenches and plinth with approved quality sand, including supplying, cost, conveyance, loading, unloading, royalties, statutory levies, labour cess, and all applicable taxes; spreading in layers not exceeding 150mm thick, watering, compacting, and ramming to achieve maximum density; including all tools, plant (T&P), equipment, and incidentals necessary for the complete execution of work in all respects, as per technical specifications and directions of the Engineer-in-Charge. Quay - Diaphragm Wall with Returns, Fresh Water Storage Over Head Tank, Fresh Water Under Ground Sump, Fishermen Gear Shed, Pumping Station, R.C Sloping Hard & Ramp, Main Track, Repair Track, Protection Wall at Both Sides of Slipway, Protection Wall, Compound Wall, Winch Room, Community Toilet, RC Drain, Strengthening of Existing Jetty, ETP, Fish Drying Yard — Qty: 4834.49 Cum
Earth work in excavation of foundation trenches in all kind of soil including moorum stony earth and earth mixed with boulders except sheet rock and boulders requiring blasting including dressing of sides and levelling the bed up to 1.50M depth and depositing the excavated materials away from the work site with all leads and lifts .Including cost, conveyance and taxes of all labour, labour cess, T&P required for the work complete in all respect as per the direction of Engineer in charge. Quay - Diaphragm Wall with Returns, Fresh Water Storage Over Head Tank, Fresh Water Under Ground Sump, Fishermen Gear Shed, R.C Sloping Hard & Ramp, Main Track, Repair Track, Protection Wall at Both Sides of Slipway, Protection Wall, Winch Room, Community Toilet, Pavement, RC Drain, ETP, Fish Drying Yard — Qty: 8745.11 Cum
Shifting & Setting Up Piling Rig per Location: Shifting, moving, positioning, leveling, and setting up the complete piling plant, rig, heavy equipment, tools, and accessories at each individual pile location within the site premises; including initial rigging, alignment, site preparation, path/ground stabilization for rig movement, supplying all necessary labor, tools and plant (T&P), and meeting the cost of conveyance, royalties, labour cess, statutory levies, and all applicable taxes required for the complete execution of work in all respects, as per technical specifications and directions of the Engineer-in-Charge. Quay - Diaphragm Wall with Returns, Fresh Water Storage Over Head Tank — Qty: 2 Each
Providing, fabricating, rolling, circular welding, transporting, and delivering to site 4mm thick Mild Steel (MS) plate liners of 600mm nominal/outer diameter for bored cast-in-place concrete piles, conforming to IS: 2062 (Grade E250 / Fe 410 W). Rate shall be inclusive of the cost of raw MS steel plates, rolling to cylindrical casing shape, continuous shop/field full-penetration welding of longitudinal and circumferential butt joints, cleaning of welds; all raw material supply, conveyance, freight, loading, unloading, handling, storage, site delivery, all applicable royalties, statutory taxes (including GST), octroi, and duties; all labor, high-strength electrodes, tools, plants, machinery, cranes, cutting waste, scrap allowances, and all incidental operational and safety expenses complete in all respects, as per approved structural drawings, technical specifications, and to the complete satisfaction of the Engineer-in-Charge. Quay - Diaphragm Wall with Returns, Fresh Water Storage Ov — Qty: 52.26 Ton
Driving, sinking, and positioning of 600 mm nominal diameter Mild Steel (MS) liners/casings for bored cast-in-situ concrete piles to specified depths below working ground level, including precise positioning and pitching of liners using GPS / total station instrument, full-penetration field welding, jointing, extension of liners as per site requirements, and trimming/cutting down extra length of liner above the required cut-off level; utilizing specialized pile driving rigs, vibro-hammers, cranes, and other necessary mechanical equipment and machinery; including all cost of operations, conveyance, loading, unloading, handling, site shifts, electric welding consumables, all statutory taxes, GST, duties, royalties, labor cess; all labor, skilled operators, tools, tackles, plants (T&P), testing for alignment/plumbness, and removing/disposing of cut-off steel scrap complete in all respects, as per approved drawings, technical specifications, and to the complete satisfaction of the Engineer — Qty: 52.26 Ton
Cofferdam Construction: Providing, constructing, maintaining, and removing temporary cofferdam using driven wooden Bullah piles (sal/hardwood of required diameter and length) driven deep into the bed, interconnected with waling pieces/runner braces, along with double-line or single-line sand bag protection stacked securely; including supply, filling, tying, and placing sound sand-filled gunny/HDPE bags to seal seepage; maintaining structural stability against water flow and wave action, continuous dewatering during Toe Wall construction, and final dismantling and site clearance after completion; including all costs, conveyance, labor, labor cess, tools & plant (T&P), royalties, statutory taxes, and incidentals complete in all respects as per technical specifications and directions of the Engineer-in-Charge. Quay - Diphragm Wall with Returns, R.C Sloping Hard & Ramp — Qty: 538 Rmt
Constructing cast-in situ RCC diaphragm wall by providing and laying machine batched, machine mixed, self compacting, ready mix reinforced cement concrete, tramie controlled, of M 30 grade using minimum 400 kg cement per cum of concrete including providing and mixing required admixtures in recommended proportions as per IS : 9103, as approved by the Engineer-in-charge, for achieving 150- 200mm slump, for diaphragm wall having thickness as per approved structural design not exceeding 600 mm, in pannels of required depth and lengths as per approved drawing, including constructing necessary guide walls as required and as specified including boring in all kinds of soils and rocks, including working in or under water and / or liquid mud, in foul conditions and pumping or bailing out of water and removing slush, including disposal of earth/ rock / slush etc. for all leads and all lifts, including preparing, providing and re-circulating bentonite slurry in the trench as and when required for — Qty: 2699.24 Cum
Boring through all type of soil strate including silty clay or silty sand and compact fine to medium sand (Rate include removal of excavated materials clearing base, taking all necessary measures to retain sides and prevent recking of pile) from cut off level to (-) 10 m level. Including cost, conveyance, royalties and taxes of all labour, labour cess, T&P required for the work complete in respect as per the direction of Engineer in charge. Quay - Diaphragm Wall with Returns, — Qty: 720 Rmt
Cast-in-Situ Bored Pile Concreting (M35 Grade): Providing, batching, mixing, transporting, placing, and laying in position Design Mix Cement Concrete of M35 grade, using a minimum cement content of 450 kg/cu.m and graded crushed stone aggregates of 20mm nominal maximum size, for RCC bored cast-in-situ piles; including controlled tremie pipe concreting, lowering and supporting the reinforcement cage prior to and during concreting, slurry displacement management, and proper curing; excluding the cost of steel reinforcement; including cost, conveyance, loading, unloading, storage, royalties, statutory levies, labor cess, all applicable taxes, labor, machine/equipment operation, tools and plant (T&P), and all incidental expenses necessary to complete the work in all respects, as per relevant IS codes, approved structural drawings, technical specifications, and directions of the Engineer-in-Charge. Quay - Diaphragm Wall — Qty: 639.19 Cum
Providing and laying design mix cement concrete M30 grade using minimum cement 450 kg/Cum and graded crushed stone aggregates 20mm nominal maximum size for RCC bored cast-in-situ piles excluding the cost of reinforcement but including lowering of reinforcement while concreting and using tremie pipe all as per drawing and technical specifications as per direction of Engineer-in-charge. Fresh Water Storage Over Head Tank, Fresh Water Under Ground Sump, R.C Sloping Hard & Ramp, Main Track, Repair Track, Protection Wall at Both Sides of Slipway, Pavement — Qty: 1252.85 Cum
Providing, erecting, propping, staging, bracing, locking, and maintaining rigid, smooth, water-tight centering and shuttering for all reinforced cement concrete (R.C.C.) structural elements using approved steel plates, ply formwork (marine/film-faced plywood), or engineered shuttering systems, including all necessary falsework, staging, scaffolding, runner beams, props, turnbuckles, tie-rods, sleeves, wall ties, and shuttering oil/release agent application; and dismantling, striking, removing, cleaning, and stacking the formwork after specified curing/casting period across all floors, basements, and all heights/elevations; including the cost of all materials, conveyance, freight, loading, unloading, handling, storage, all applicable statutory taxes (including GST), labor cess, and duties; all labor, skilled shuttering carpenters, tools, tackles, plants, machinery, and equipment (T&P) complete in all respects, as per approved structural drawings, technical specifications, and to the com — Qty: 1695.24 Sqm
R.C.C. Beams, columns, grider and bressmer etc. Quay - Diaphragam Wall, Fresh Water Storage Over Head Tank, Fishermen Gear Shed, Community Toilet — Qty: 8652.24 Sqm
Roof slab, landing, balconies, projecting up to 4.3Mtr. Height. Quay - Diaphragam Wall, Fresh Water Storage Over Head Tank, Fresh Water Under Ground Sump, Fishermen Gear Shed, Pumping Station, Community Toilet, Market Complex, Open Packing Hall, Net Mending Shed - 2, Auction Hall — Qty: 1130.44 Sqm
Lintel Fishermen Gear Shed, Pumping Station, Community Toilet — Qty: 50.83 Sqm
RCC Staircase - Ground Floor Fresh Water Storage Over Head Tank — Qty: 54.73 Sqm
High Yield Strength Deformed (HYSD) Steel Reinforcement (Fe-500): Supplying, procuring, cutting, straightening (coiled or bent-up bars), bending, cranking, hooking, welding, or lap-jointing (where permitted/required); binding and tying with 18 to 20 gauge GI binding wire, placing and laying in exact position with proper concrete spacer blocks, chairs, and lap splices as per approved structural drawings and bar bending schedules for all RCC works; including hoisting, lowering, and placing in position across all floors and elevations; including full cost of steel procured strictly from primary producers (SAIL), GI binding wire, conveyance, handling, loading, unloading, storage, wastage, labor, tools & plant (T&P), statutory taxes, royalties, labor cess, and all incidental expenses complete in all respects as per technical specifications and directions of the Engineer-in-Charge. Quay - Diaphragm Wall with Returns, Fresh Water Storage Over Head Tank, Fresh Water Under Ground Sump, Fisherme — Qty: 9938.2 Qntl.
Providing fitting fixing of M.S Bollard of 750mm long 500mm dia with 6mm thick M.S Liner and 40mm dia G.I Pipe including grouting with R.C.C M30 over the basement including cost, conveyance royality and taxes of all materials complete as per specification & specified drawing and direction of Engineer in Charge. Quay - Diaphragm Wall with Returns, — Qty: 24 Nos
Supplying, fabricating, hot-dip galvanizing, transporting, delivering to site, aligning, and fixing in position Galvanised Mild Steel (MS) Fender Hooks (conforming to IS: 2062 Grade E250 / Fe 410 W) into concrete deck slabs, coping beams, or jetty fascia walls complete in all respects as per approved drawings and technical specifications. The work includes embedding and anchoring hook assemblies using structural steel anchor bars/bolts, chemical/grouting resin systems, or weld attachment to deck reinforcement prior to/during concreting; hot-dip galvanization with a minimum average zinc coating thickness of 86 microns (610 g/m²) as per IS: 4759 / IS: 2629; cost of all raw MS steel, fabrication, bending, continuous arc welding, surface preparation (shot/sand blasting); all transportation, freight, loading, unloading, transit insurance, site storage, and handling; all statutory taxes (including GST), royalties, duties, and labor cess; all skilled/unskilled labor, equipment, scaffolding, s — Qty: 24 Nos
Supplying, fabricating, hot-dip galvanizing or applying anti-corrosive protective coating, transporting, delivering to site, placing, aligning, and embedding in position MS Mooring Rings of 20mm bar diameter × 200mm internal diameter, welded to a 6mm thick MS base plate reinforced with 10mm thick MS gusset plates, embedded inside RCC beams, columns, wharves, jetties, or retaining structures as per approved structural drawings. Work shall include continuous full-penetration structural arc welding (conforming to IS: 816 / IS: 9595), surface preparation (sand/shot blasting), anchoring/embedding into formwork prior to concreting, leveling, securing to reinforcement cage, and post-concreting cleaning; cost of all raw MS structural steel plates and bars (conforming to IS: 2062 Grade E250 / Fe 410 W), welding consumables, conveyance, freight, loading, unloading, transit insurance, site storage, and handling; all statutory taxes (including GST), royalties, duties, and labor cess; all skilled l — Qty: 24 Nos

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