Shipping Boards / Undertakings / PSU Closing in 14 days TDR #58074598

Tender For Renovation And Upgradation Of Existing Fish Landing Centre At Bahabalpur In Baleshwar District, Odisha

Issued by Boards / Undertakings / PSU · Baleshwar, Odisha
Tender Value
27.54 Crore
Estimated cost
Bid Submission
10 Nov 2026
14 days left
EMD
27.54 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Baleshwar → Odisha
EMD Exemption
Available
Quantity
Not Available

Project Description

Tender for Renovation And Upgradation Of Existing Fish Landing Centre At Bahabalpur In Baleshwar District, Odisha

BOQ

Name of Work:- RENOVATION AND UPGRADATION OF EXISTING FISH LANDING CENTRE AT BAHABALPUR IN BALESHWAR DISTRICT, ODISHA
Sl. No. Item Description
1Reclamation: 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.
2Sand 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
3Earth 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
4Shifting & 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
5Providing, 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 Over Head Tank
6Driving, 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-in-ChargeQuay - Diaphragm Wall with Returns, Fresh Water Storage Over Head Tank
7Cofferdam 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
8Constructing 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 all depths, including agitating bentonite slurry during trenching etc., providing and fixing stop ends or form tubes, upto the required depth of diaphragm wall including extracting the same after casting, including chipping off the bentonite adulterated concrete or unsound concrete up to the cut off level for obtaining the sound concrete, dressing undulations on the exposed face of diaphragm wall after excavation by chipping / chiseling etc. including filling the depression/ cavities with sound concrete etc. complete and as directed by the Engineer-in- charge, but excluding the cost of reinforcement and inserts. (rates include cost of all inputs of labour, material and T & P, cost of handling, lifting & placing in position the reinforcement cage in the trench, including the additional cost of welding the reinforcement bars etc. involved in the work and all other incidental expenditure for completing the work as directed by the Engineer-in-charge),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,
9Boring 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,
10Cast-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
11Providing 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
12Providing, 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 complete satisfaction of the Engineer-in-Charge.Ground floor RCC foundation, plinth, Beam and footing base of column. Fresh Water Storage Over Head Tank, Fishermen Gear Shed, Protection Wall at Both Sides of Slipway, Protection Wall, Compound Wall, Community Toilet, RC Drain, ETP, Fish Drying Yard
13R.C.C. Beams, columns, grider and bressmer etc. Quay - Diaphragam Wall, Fresh Water Storage Over Head Tank, Fishermen Gear Shed, Community Toilet
14Roof 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
15LintelFishermen Gear Shed, Pumping Station, Community Toilet
16RCC Staircase - Ground FloorFresh Water Storage Over Head Tank
17High 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, Fishermen Gear Shed, Pumping Station, R.C Sloping Hard & Ramp, Main Track, Protection Wall at Both Sides of Slipway, Protection Wall, Compound Wall, Winch Room, Community Toilet, Market Complex, Open Packing Hall, Net Mending Shed - 2, Auction Hall, Pavement, RC Drain, Strengthening of Existing Jetty, ETP, Fish Drying Yard
18Providing 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,
19Supplying, 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, staging, tools and plants (T&P), torque testing, and all operational/incidental charges complete as per technical specifications, structural drawings, and to the complete satisfaction of the Engineer-in-Charge.Quay - Diaphragm Wall with Returns,
20Supplying, 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 labor, certified welders, equipment, safety staging, tools and plants (T&P), and all operational/incidental charges complete in all respects, as per technical specifications, drawings, and to the complete satisfaction of the Engineer-in-ChargeQuay - Diaphragm Wall with Returns,
21Providing fitting fixing of EPDM wing shape rubber fender having 450mm x 250mm x 150mm hollow and 50m thick fixing on the water front surface of the berth with anchor bolt (8\\"stainless steelof 304 grade- 6 peace) in each mtr for 2 mtr of vertical length. Fixing @2mtr c/c along the berth including cost conveyance labour taxes of all material complete as per specification and direction of enginer in charge. Quay - Diaphragm Wall with Returns,
22Providing and fixing weep holes of 80mm dia PVC pipes at 1m c/c in two rows as per drawing for diaphragm wall, etc., complete.Including cost, conveyance 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,
23RCC Bored Cast-in-Situ Piles (300mm Dia & 6m Depth - M30 Grade): Boring, drilling, and sinking of 300mm diameter pile bore up to a depth of 6.0 meters from the existing bed/ground level through all types of soil strata (including soft rock, mud, and water-logged ground); providing, mixing, and placing Design Mix Reinforced Cement Concrete of M30 grade using 12mm down size black hard granite crusher-broken chips aggregate, placed using tremie pipes/funnels; including the complete cost of boring operations, bentonite/slurry stabilization (if required), casing pipes, concrete materials, mixing, placing, compaction, and curing; lowering and holding the reinforcement cage in position while concreting (excluding the supply and fabrication cost of steel reinforcement, which is payable under a separate item); including cost of material procurement, conveyance, loading, unloading, handling, labor, Equipment & Plant (T&P), statutory taxes, royalties, labor cess, and all incidental expenses complete in all respects as per approved drawings, technical specifications, and directions of the Engineer-in-Charge. Fresh Water Storage Over Head Tank
24Providing and laying of Filter media with granular materials / stone crushed aggregates satisfying the requirements laid down in clause 2500.4.2.2 of MORTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification complete as per specifications. MORTH specification No. 710.1.4 of IRC: 78 & 2200.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,
25Plain Cement Concrete (PCC 1:3:6): Providing, mixing, batching, laying, and compacting Plain Cement Concrete of nominal mix 1:3:6 (1 part cement : 3 parts fine aggregate : 6 parts coarse aggregate) in foundation, under floors, and plinth, using 40mm (4cm) size hard granite coarse aggregate/metal and approved fine aggregate; machine-mixed or hand-mixed (where approved), laid in uniform layers, thoroughly compacted using rammers/vibrators, and properly cured for the specified period; including full cost, procurement, conveyance, loading, unloading, and storage of all materials (cement, aggregates, water), skilled/unskilled labor, equipment, tools & plant (T&P), lead, lift, statutory taxes, royalties, labor cess, and all incidental expenses necessary to complete the work in all respects, as per technical specifications and directions of the Engineer-in-Charge.Cu.m (Cubic Meter)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, Winch Room, Community Toilet, RC Drain, ETP, Fish Drying Yard, Pavement
26Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge.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 - Diphragm Wall with Returns, Fresh Water Storage Over Head Tank
27Providing and laying Non-Woven Geotextile filter cloth of mass 450 GSM (Grams per Square Metre), manufactured from high-tenacity polypropylene/polyester fibers, conforming to relevant IS/MoRTH specifications of approved make and quality. The rate shall be inclusive of all materials, supply, cost of geotextile fabric, conveyance, freight, loading, unloading, storage, handling, site delivery, all applicable royalties, statutory taxes, octroi, and duties; all labor, tools, plants, equipment, cut-outs, waste/overlap allowances (overlaps not to be measured extra), sewing/stitching, placing, positioning, pinning, and anchoring as per site requirement; including all incidental operational charges complete in all respects as per technical specifications, drawings, and to the complete satisfaction of the Engineer-in-Charge.R.C Sloping Hard & Ramp, Main Track, Repair Track
28Brick masonry work with Fly Ash Bricks of size 25cm × 12cm × 8cm (250mm × 120mm × 80mm), having a minimum compressive strength of not less than 75 kg/cm² (Class 7.5) with dimensional tolerances within ±8 percent, laid in cement mortar 1:4 (1 part cement : 4 parts coarse sand) in Foundation and Plinth, including breaking of bricks to required shapes and sizes, raking out joints, embedding wall ties or reinforcement wherever required; including the cost of all materials, cement, sand, fly ash bricks, water, conveyance, freight, loading, unloading, storage, handling, site delivery, all applicable royalties, statutory taxes, octroi, and duties; along with all labor, tools, equipment, plants (T&P), scaffolding, staging, curing for specified duration, clearing of debris, and all incidental operational charges complete in all respects as per technical specifications, drawings, and to the complete satisfaction of the Engineer-in-Charge.Fishermen Gear Shed, Compound Wall, Winch Room, ETP
29Brick work with Fly Ash.Bricks 25cm x 12cm x 8cm size having crushing strength not less than 75 Kg/cm2 with dimensional tolerance +8 percent in cement mortar (1:4) in superstructure including cost, conveyance, royalties, taxes of all materials etc. required for the work complete in all respect as directed by the Engineer –in-charge.Fishermen Gear Shed, Pumping Station, Community Toilet
30Cut & dress each pile head to attain the Sound concrete upto required lines & levels etc. complete as per direction of the Engineer-in-charge. 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, Fresh Water Storage Over Head Tank, Fishermen Gear Shed, Compound Wall, Winch Room
31Factory-Made Single Extruded WPC Frames / Chowkhats (65mm x 125mm): Supplying and fixing factory-made single extruded Wood Polymer Composite (WPC) solid frames / chowkhats of cross-sectional size 65mm x 125mm for doors, windows, clerestory (clearstory) windows, and other openings; including high-density termite-proof, waterproof, fire-retardant, and UV-stabilized virgin WPC material; cutting, mitering, jointing, fixing in true plumb and alignment using MS/SS holdfasts embedded in PCC block masonry or stainless steel dash fasteners/expansion anchor bolts with plastic caps, sealing periphery joints with approved silicon sealant/PU foam, and finishing neatly; including full cost, conveyance, loading, unloading, storage, wastage, labor, tools & plant (T&P), lead, lift, statutory taxes, royalties, labor cess, and all incidental expenses complete in all respects, as per manufacturer specifications, approved designs/drawings, and directions of the Engineer-in-Charge.Fishermen Gear Shed, Pumping Station, Community Toilet, Market Complex, Open Packing Hall, Cold Storage, Net Mending Shed - 2, Auction Hall
32Factory-Made WPC Solid Decorative Flush Door Shutter (30mm Thick): Supplying and fixing factory-made, single extruded Wood Polymer Composite (WPC) solid decorative type flush door shutter of 30mm thickness; manufactured using high-density, termite-proof, borer-proof, 100% waterproof, and fire-retardant virgin WPC material with a factory-finished decorative surface (wood grain/laminated/textured as approved); including sizing to exact frame dimensions, making necessary cut-outs for fixtures, and fixing to WPC/wood/metal chowkhats (frames) using heavy-duty stainless steel (SS) butt hinges and SS screws; ensuring smooth operation, proper clearances, and true plumb alignment; including the full cost of the WPC shutter, SS hinges, conveyance, loading, unloading, storage, skilled carpentry labor, tools & plant (T&P), lead, lift, statutory taxes, royalties, labor cess, and all incidental expenses complete in all respects, as per manufacturer specifications and directions of the Engineer-in-Charge. (Note: Specialized hardware such as mortise locks, handles, and tower bolts to be paid separately under relevant items unless specified otherwise).Fishermen Gear Shed, Pumping Station, Community Toilet, Market Complex, Open Packing Hall, Cold Storage, Net Mending Shed - 2, Auction Hall
33Poly Vinyl Chloride (UPVC) (FENESTA / NOL VEKA LTD) Casement Window with top fixed-60-Series duly manufactured using UPVC reinforced profiles of 60 mm x 55mmx2.5 mm for outer frames. 75 mm x 60 mm x 2.25 mm for casement Window Sash Profile and 74 mm x 60 mm x 2.5mm mullion profile capable of mounting single glazing system, structurally reinforced with hot dip galvanised up to 50 microns of minimum thickness of 1.5 mm prefabricated & welded through fusion welding the window sash shall be fitted with 4 mm thick hexagonal aluminium jali/ 6 mm thick clear toughened glass of SAINT-GOBAIN make duly fixed with EPDM weathering seal resistant accessories like clipping locking system made of aluminium 1 No., per set of sashes and the system is to be installed at the site using anchor fasteners, silicon rubber sealant, easy glazing/ deglazing at site etc., including cost and conveyance of all materials, accessories, labour charges, materials and product conforming to ASTM D 638-14,EN-477-95 and other applicable codes and standards. Fishermen Gear Shed, Community Toilet, Market Complex, Open Packing Hall, Net Mending Shed - 2, Auction Hall, Pumping Station
34Plain Cement Concrete (PCC M20 Grade): Providing, batching, mixing, laying, compacting, and finishing Plain Cement Concrete of M20 grade (Design Mix or Standard Nominal Mix as specified) using 20mm and down grade black hard granite crusher-broken stone chips as coarse aggregate and approved fine aggregate; machine-mixed using a mechanical concrete mixer, hoisting/lowering to required levels, placing in position, thoroughly compacting with mechanical vibrators, and curing for the specified period; including full cost, procurement, conveyance, loading, unloading, and storage of all materials (cement, aggregates, water), staging, scaffolding, skilled/unskilled labor, equipment, machine operation, tools & plant (T&P), lead, lift, statutory taxes, royalties, labor cess, and all incidental expenses complete in all respects, as per technical specifications and directions of the Engineer-in-Charge.Compound Wall, Winch Room, Market Complex, Open Packing Hall, Net Mending Shed - 2, Auction Hall, RC Drain, Fish Drying Yard, Pavement
35Enamel Painting on Wood and Iron Work (2 Coats over Primer): Painting 2 coats with approved premium synthetic enamel paint of approved brand, shade, and manufacture over 1 primary coat of approved primer (red oxide/zinc chromate primer for iron/steel surfaces and wood primer for timber surfaces) on new or old woodwork, steel/iron work, doors, windows, structural steel, or metal fabrications; including preliminary surface preparation such as scraping, de-rusting, sand-papering, cleaning oil, grease, dirt, and loose scale, applying approved putty/filler to fill cracks, joints, or unevenness, sand-papering smooth before painting, and applying paints evenly with approved brushes/spray equipment; including full cost, procurement, conveyance, and storage of enamel paint, primer, putty, and solvents, staging, scaffolding, laddering, safety gear, skilled painters, labor, tools & plant (T&P), lead, lift, statutory taxes, royalties, labor cess, and all incidental expenses complete in all respects, as per technical specifications and directions of the Engineer-in-Charge.Net Mending Shed, Market Complex, Open Packing Hall, Cold Storage, Net Mending Shed - 2, Auction Hall
3612mm Cement Plaster (1:4 Mix) with Smooth Finish: Providing and applying 12mm thick cement plaster in cement mortar 1:4 (1 part cement : 4 parts approved screened and washed sharp sand) on brick, stone, or concrete wall surfaces, columns, and soffits; including thorough preparation of background surfaces such as raking out mortar joints, cleaning, wire-brushing, washing, and wetting the substrate; mixing mortar, applying plaster coat evenly to true line, plumb, and level, and finishing to a smooth, uniform surface; including complete curing of the plaster for the required period, providing double scaffolding, staging, ladders, safety gear, full cost, conveyance, loading, unloading, storage, royalties, statutory taxes, labor cess, labor, tools and plant (T&P), and all incidental expenses necessary to complete the work in all respects, as per technical specifications and directions of the Engineer-in-Charge.Fresh Water Storage Over Head Tank, Fishermen Gear Shed, Pumping Station, Compound Wall, Winch Room, Community Toilet, Market Complex, Open Packing Hall, Cold Storage, Net Mending Shed - 1, Net Mending Shed - 2, Auction Hall, RC Drain, ETP
372.5cm Thick Grading Concrete (1:2:2 Mix): Providing, mixing, hoisting, lowering, laying, and compacting 2.5cm (25mm) thick grading concrete of nominal mix 1:2:2 (1 part cement : 2 parts fine aggregate : 2 parts coarse aggregate) over roof slabs, terracing, or floor bases to required slopes and gradients, using 6mm size hard black granite crusher-broken chips as coarse aggregate and approved fine aggregate; machine-mixed or thoroughly hand-mixed, laid evenly to true levels, slopes, and alignment, finished smooth/troweled as required, and properly water-cured for the specified period; including full cost, procurement, conveyance, loading, unloading, and storage of all materials (cement, aggregates, water), staging, scaffolding, labor, tools & plant (T&P), lead, lift, statutory taxes, royalties, labor cess, and all incidental expenses complete in all respects, as per technical specifications and directions of the Engineer-in-Charge.Fishermen Gear Shed, Pumping Station, Winch Room, Community Toilet, Market Complex, Open Packing Hall, Cold Storage, Net Mending Shed - 2, Auction Hall
38Supplying and Fixing Granite Tile Flooring over 25mm Bed (1:1): Supplying, fitting, and fixing approved premium-quality vitrified floor tiles of size not less than 0.10 sqm or equivalent/larger) of approved shade, pattern, and make; laid over a 25mm thick bed of cement mortar 1:1 (1 part cement : 1 part fine aggregate/sand) and bedded/jointed with neat cement slurry slurry/adhesive; including surface preparation, laying in true line, level, and plumb, tight-jointing with matching white/pigmented cement grout or tile epoxy grout, cleaning tiles post-installation, curing, cutting tiles neatly at edges, corners, and junctions using tile cutters, waste management, full cost, conveyance, loading, unloading, storage, skilled labor, tools & plant (T&P), lead, lift, statutory taxes, royalties, labor cess, and all incidental expenses complete in all respects, as per technical specifications and directions of the Engineer-in-Charge.Market Complex, Open Packing Hall, Net Mending Shed - 1, Net Mending Shed - 2, Auction Hall, Fishermen Gear Shed, Pumping Station,
39Supplying, fitting, and fixing 600mm × 600 mm plain Granite tiles or Vitrified/Marbonite tiles (double-charged / full-body / vitrified tile of approved make, shade, and quality conforming to IS: 15622) in dados, walls, skirts, and vertical surfaces at all heights and levels, fixed over a 12mm thick backing plaster in cement mortar 1:3 (1 part cement : 3 parts coarse sand). Tiles shall be laid, aligned, level-checked, and jointed using neat white or grey cement slurry mixed with matching pigment or polymer-modified tile grout; including raking out mortar joints, surface preparation, rough-chipping of concrete/masonry backing for adhesion, curing for the specified period, and cleaning of surface; including the cost, conveyance, freight, transit insurance, loading, unloading, handling, site storage, and delivery of all materials; all statutory taxes (including GST), royalties, octroi, and duties; all labor, skilled tile masons, tools, equipment, plants (T&P), scaffolding, staging, cutter waste, and all operational/incidental charges complete in all respects, as per technical specifications, drawings, and to the complete satisfaction of the Engineer-in-Charge.Fishermen Gear Shed,
40Providing and applying one coat of water-thinnable/alkali-resistant cement primer of approved brand, make, and manufacture (having low VOC content less than 50 g/L) over new/old plastered masonry, concrete, or asbestos wall surfaces at all heights, levels, and floors. The surface preparation shall include thorough cleaning, brushing, scraping of all dirt, loose mortar drops, efflorescence, grease, dust, and foreign matter, filling fine hairline cracks with approved putty/fillers, rubbing smooth with sandpaper, and washing/drying as required before application. Rate shall be inclusive of cost of primer material, thinning liquid/water, conveyance, freight, loading, unloading, transit insurance, site storage, and handling; all statutory taxes (including GST), royalties, and duties; all skilled/unskilled labor, painter equipment, safety harness, scaffolding, staging, ladders, brushes, rollers, tools and plants (T&P), cleaning up of drips and splashes, and all operational/incidental charges complete in all respects, as per technical specifications, drawings, and to the complete satisfaction of the Engineer-in-Charge.Fresh Water Storage Over Head Tank
41Providing and applying two or more coats of oil-bound washable distemper of approved brand, shade, and manufacture over new wall surfaces (under coat/primed coat to be paid separately or integrated) at all heights, levels, and floors to achieve an even, uniform, smooth finish. The scope includes cleaning and preparing the wall surface by removing loose particles, dust, and efflorescence, rubbing down smooth with sandpaper, wiping clean; supply of distemper, mixing with specified quantity of water/thinners; cost of all materials, conveyance, freight, loading, unloading, transit insurance, site storage, and handling; all statutory taxes (including GST), royalties, and duties; all labor, skilled painters, scaffolding, staging, ladders, brushes, rollers, protective masking, cleaning of paint drips/splashes from glass, floors, and fittings, along with all tools, equipment, and plants (T&P) complete in all respects, as per technical specifications and to the complete satisfaction of the Engineer-in-Charge.Fishermen Gear Shed, Pumping Station, Community Toilet, Market Complex, Open Packing Hall, Cold Storage, Net Mending Shed - 2, Auction Hall
42Providing and applying two or more coats of exterior grade water-proofing cement paint of approved brand, manufacture, and required shade over new wall surfaces at all heights, elevations, and floors to yield a uniform and even shade. Work includes a priming coat of approved alkali-resistant exterior cement primer (or specified cement slurry base coat); surface preparation by thorough scraping, wire-brushing, washing down, cleaning off all loose mortar drops, dirt, dust, and efflorescence; filling hairline cracks; pre-wetting the surface prior to application and curing the painted surface with water fogging/sprinkling as per standard specifications; cost of cement paint powder, primer, mixing additives, conveyance, freight, transit insurance, loading, unloading, handling, site storage, and delivery; all statutory taxes (including GST), royalties, duties, and labor cess; all skilled/unskilled labor, painter equipment, safety harness, scaffolding, double staging, ladders, brushes, spray equipment, tools and plants (T&P), protective masking, cleaning of paint spatters from window frames/glass/floors, along with all operational and incidental charges complete in all respects, as per technical specifications, drawings, and to the complete satisfaction of the Engineer-in-Charge.Fresh Water Storage Over Head Tank. Fishermen Gear Shed, Pumping Station, Compound Wall, Winch Room, Community Toilet, Market Complex, Open Packing Hall, Cold Storage, Net Mending Shed - 1 , Net Mending Shed - 2, Auction Hall
43Providing and laying Rough Stone Dry Packing (Pitching) in aprons, slopes, and revetments to specified thickness, profiles, lines, and gradients using approved quality sound, tough, durable, un-weathered hard granite stones/boulders of size ranging from 15 cm to 30 cm. Work includes trimming, dressing, and preparing the underlying earthen bed or geotextile/gravel filter surface; hand-packing stones tightly with their broadest face downwards and largest stones at the toe; filling all interspaces and voids tightly with small stone chips, spalls, and pin-stones followed by thorough hammer wedging to ensure a rigid interlocking mass; including the cost of all granite stones, quarrying, conveyance, freight, transit insurance, loading, unloading, handling, site storage, and delivery; all statutory taxes (including GST), royalties, duties, and labor cess; all labor, skilled stone masons, tools and plants (T&P), staging, dewatering if required, and all operational/incidental charges complete in all respects, as per technical specifications, drawings, and to the complete satisfaction of the Engineer-in-ChargeR.C Sloping Hard & Ramp
44Cement Concrete (1:4:8) with 4 cm size hard granite metal 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 chargeQuay - Diphragm Wall with Returns, Protection Wall at Both Sides of Slipway, Protection Wall
45Providing and laying design mix cement concrete M40 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.Quay - Diphragm Wall with Returns
46Providing and laying of boulder apron laid in wire crates with 4mm dia GI wire conforming to IS 280 and IS: 4826 in 100 mm x 100mm mesh (woven diagonally) including 10 percent not less than 25 kg each as per drawing and technical specification clause 1301 Quay - Diphragm Wall with Returns, Protection Wall at Both Sides of Slipway
47Providing and laying of boulder apron for bed protection work with stone boulder of minimum size and weight as per table 1300.1 no fragment weighing not less than 10kg laid dry complete as per drawing and technical specification clause 1301Quay - Diphragm Wall with Returns, Main Track, Repair Track
48R.C.C. work of M-25 grade having minimum compressive strength in work test of 300 Kg / Cm2 in 15 cm. cubes at 28 days after mixing and tests conducted in accordance with IS 456 & IS 516 using 12 to 20 mm size black hard crusher broken granite stone chips of approved quality and from approved quarry including hoisting lowering, laying concrete and compacting by using vibrators watering and curing for 4 weeks and finishing the exposed surface smooth providing grooves or beads where ever necessary in all floors including cost, conveyance, royalties and taxes of all materials, cost of all labour, labour cess, T&P required for the work etc. complete in all respect as directed by the Engineer in-charge.Fresh Water Storage Over Head Tank, Fishermen Gear Shed, Pumping Station, Community Toilet
49Supplying fitting and fixing of stainless steel of 304 grade in hand railing using 50mm dia of 2mm thick circular pipe with Balustrade of size 32mm x 32mm x 2mm @ 0.90mtr. C/C and stainless square pipe bracing of size 32mm x 32mm x 2mm in 3 rows in stair case as per approved design and specification buffing polishing etc with cost conveyance taxes of all materials labour T&P etc. required for the work complete in respect as per the direction of Engineer in chargeFresh Water Storage Over Head Tank
5020mm sand faced cement plaster on walls upto height 10.0 M above G.L. consisting of 12 MM th. Backing coat of C.M. 1:3 (1 cement : 3 sand) and 8 MM th. Finishing coat of C.M.1:1 (1 cement : 1 sand) including cost, conveyance, royalties and taxes of all materials etc. complete in all respect as directed by the Engineer in charge.Fresh Water Under Ground Sump
51Boring Single pile foundation with RCC M30 using 12mm size black hard granite crusher broken chips including cost of borring but excluding cost of M.S/T or steel and labour charges for cutting, bending and binding of steel. (375 mm dia Pile upto 14Mtr depth) including cost, conveyance, royalties and taxes of all materials, cost of all labour, labour cess, T&P required for the work etc. complete in all respect as directed by the Engineer in-charge.Fishermen Gear Shed, Community Toilet
52R.C.C. work of M-35 grade having minimum compressive strength in work test of 300 Kg / Cm2 in 15 cm. cubes at 28 days after mixing and tests conducted in accordance with IS 456 & IS 516 using 12 to 20 mm size black hard crusher broken granite stone chips of approved quality and from approved quarry including hoisting lowering, laying concrete and compacting by using vibrators watering and curing for 4 weeks and finishing the exposed surface smooth providing grooves or beads where ever necessary in all floors including cost, conveyance, royalties and taxes of all materials, cost of all labour, labour cess, T&P required for the work etc. complete in all respect as directed by the Engineer in-charge.Fishermen Gear Shed, Community Toilet, Strengthening of Existing Jetty, ETP, Protection Wall
53Supplying, fitting and fixing of M.S. grill in windows including screws as may be required etc with cost, conveyance, taxes of all materials, labour, T&P etc. required for the complete in all respect.Fishermen Gear Shed, Pumping Station, Community Toilet
54Providing fitting & fixing of UPVC Louvered ventilator of reputed Brand with fitting and fixing including cost of material, Carriage & labour, T & P, taxes complete as per direction of Engineer in charge.Fishermen Gear Shed, Community Toilet
55Providing Gravel Backing to Revetment including Cost, conveyance, royalties, taxes etc. and all labour, T&P required complete in all respect as per direction of Engineer-in-charge. R.C Sloping Hard & Ramp
56Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per clause 404 of MORTH specification for Road & Bridge works (4th Revision)R.C Sloping Hard & Ramp
57Laying of rail line with proper allignment, Fitting & Fixing of Base Plate (300 X 200 X 20 ) mm with 4 Nos. of Hole (23 mm dia), Rail Cleat (Rail Clamp), Anchor Bolt (M20) of 380 mm fixed with (50 X 50 X 6) mm Base Plate & 125 mm Threaded with bolt & washer as per site requirement including cost of material, Conveyance, labour, labour cess, painting, taxes as per specification and direction of EIC Charge.R.C Sloping Hard & Ramp, Main Track, Repair Track
58Procurement of 60 Gauge Rail IRST 12/09-R260-60E 1 IU of SAIL make having dimention 150mm base width, 72mm head width, and 172mm height. Minimum Proof Strength of 420 Mpa (HV) and tensile strength of 880 Mpa Hardness 260 with standard length typically ranging from 10-13m. Including transportation and FOR at Destinamtion.R.C Sloping Hard & Ramp, Main Track, Repair Track
59Providing Steel Craddle using ISHB 350, ISMB 300, ISMB 200, 80 mm dia shaft, 400mm dia wheel , wheel support bracket, keeper plate, bush, fastner, rubber padding, stud link chain , bilge blocks , keel and blige blockls including cost , fabrication, erection at site , conveyance, taxes as per requirement , specification and direction of engineer in charge.R.C Sloping Hard & Ramp, Main Track, Repair Track
60Pile foundation with RCC M35 using 12mm size black hard granite crusher broken chips including cost of borring but excluding cost of M.S./Tor steel and labour charges for cutting, bending and binding of steel. (6.00mtr longand 300mm Diameter) including cost, conveyance, royalties and taxes of all materials, cost of all labour, labour cess, T&P required for the work etc. complete in all respect as directed by the Engineer in-charge.Compound Wall, Winch Room
61Cost of Winch, wire rope with drum, low speed high torque 10 HP Motor etc. including cost, conveyance and taxes of all materials, cost of all labour, labour cess, T&P required for the work etc. complete in all respect as directed by the Engineer in-charge.Winch Room
62Providing dry rubble rock toe with blasted and quarried granite boulders of sizes 30cm and above with all leads and lifts including dumping with packing interstices properly and surface packing to proper line and level complete as directed by the Engineer-In-Charge. Community Toilet
63Construction of inspection chamber 1.20m x 1.05m x0.60m with 23cm thick brick masonry in C.M (1:4) (1 cement : 4 coarse sand) inside plaster 12mm thick in cm (1:3) with a floting coat of neat cement slurry and bed concrete 1:3:6, 10 cm thick including Airtight manhole cover and frame with cost, conveyance, royalties and taxes of all materials, labour, labour cess, T&P required for the work complete in respect as per the direction of Engineer in charge Community Toilet
64Supplying polythene waater storage tank of triple layer & marble finished (Cylindrical Vertical tank) at site including all conveyance upto 250km lend (excluding fitures) and taxes etc. complete. (2000 litre capacity double layer Cilynderical vertical water storage tanks) and taxes of all materials, labour, labour cess, T&P required for the work complete in respect as per the direction of Engineer in charge Community Toilet
65Removing old lime or cement plaster from walls including raking out joints 12mm deep and removing the debris within 50m lead.Market Complex, Open Packing Hall, Cold Storage, Net Mending Shed - 1, Net Mending Shed - 2, Auction Hall
66Dismantling and removing 2.5cm thick grading concrete from roof slab, cleaning the surface, lowering and removing the debris within 50m lead.Market Complex, Open Packing Hall, Cold Storage, Net Mending Shed - 2, Auction Hall
67Dismantling and removing old tiled cladding from walls including racking out joints 12mm deep and stacking the useful materials for reuse and removing the debris within 50m lead. Market Complex, Open Packing Hall, Net Mending Shed - 2, Auction Hall
68Dismantling and removing marble chips dados & skirting from walls including racking out joints 12mm deep and stacking the useful materials for reuse and removing the debris within 50m lead.Market Complex, Open Packing Hall, Net Mending Shed - 2, Auction Hall
69Fixing tiles in Granite dados skirting and risers of step on 12mm thick cement plaster(1:3) jointed with neat cement slurry mixed with pigment to match the shades of the tiles including cost, conveyance and taxes of all materials, Labour & Labour cess etc. complete as per the direction of the Engineer-in-charge. Market Complex, Open Packing Hall, Net Mending Shed - 1, Net Mending Shed - 2, Auction Hall
70Dismantling and removing doors, windows and ventilators including removal of frame, hinges, fastening and stacking the same for reuse and removing the debris within 50m lead.Market Complex, Open Packing Hall, Cold Storage, Net Mending Shed - 2, Auction Hall
71Suppplying and fixing Rolling shutters of approved make, made of required size G.I laths interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides ad arrangements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 27.5cm long wire springs grade No.2 and G.I. top cover of required thickness for rolling shutters.Market Complex
72Dismantling and removing R.C.C. columns, beams, slab, staircase landing, lintels including stacking the useful materials for reuse and removing the debris within 50m lead. Market Complex, Open Packing Hall, Net Mending Shed - 2, Auction Hall
73Dismantling G.C.I. or A.C. sheet roofing after carefully removing the bolts and nuts including stacking of the materials for reuse and removing the debris within 50m lead.Net Mending Shed - 1
74Supply, fitting & fixing A.C. Sheet in roof drilling hole in wind ties including fixing of ridges valleys wind ties etc. including cost of fittings per 1 Sqm.Net Mending Shed - 1
75Labour for soling road surface with soling stones including filling the interstices with earth/ moorum and rolling with hand road roller including cost and conveyance of soling stones.Pavement
76Providing and laying sub-base in layers not exceeding 22.5cm watering and compaction to the required density in O.M.C. with Smooth wheeled Roller 8 -10 tonne including cost & conveyance of sub-base materials.Pavement
77Providing and laying 80mm thick factory made chamfered edge cement concrete interlocking Paver Block of required strength, thickness & size / shape, made by table vibratory method to attain superior smooth finish using PU or equivalent moulds, laid in required colour & pattern over 50mm thick compacted bed of coarse sand, compacting and proper embeding /laying of inter locking paver block into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern , finishing and sweeping extra sand in footpath parks, lawns drive ways or light traffic parking etc. all complete as per manufactures specification with cost, conveyance, royalities, labour and labour cess with T&P required for the work etc. complete as per the direction of the engineer-in-charge.Pavement
78Dismantling brick or stone masonry in lime or cement mortar under 3m height including stacking the useful materials for reuse and removing the debris within 50m lead.RC Drain
79Supplying fitting Fixing Provide GI Grating over the drain top. including cost, conveyance and taxes of all materials, Labour & Labour cess etc. complete as per the direction of the Engineer-in-charge. RC Drain
80Drilling holes of 150mm dia in two rows over existing slab with the help of core cutting for sand-water mixture pumping (Consider 10 holes in each row)Strengthening of Existing Jetty
81Sealing the holes with grouting material Strengthening of Existing Jetty
8212mm thick cement plaster (1:4) over brick work with cement punning for skirting. including cost, conveyance, royalties and taxes of all materials etc. complete in all respect as directed by the Engineer in charge.ETP
83Supply, fitting & fixing of Tata profile sheet including fixing of ridges, wind ties etc. including cost of fittings per 1 Sqm.ETP
84Supplying, fitting and fixing of 40WATT (2nos) Solar all in one LED Street light (MAKE-Powered By PHILIPS/AMRUT/SUNWORLD) including cost, conveyance, taxes of all materials, labour, T&P etc. required for the complete in all respect as per specification & direction of engineer in charge.
85Fixing Vitrified tiles in floors treads or steps and landing on 25mm thick bed of cement mortar 1:1 (1 cement : 1 sand) jointed with meat cement slurry mixed with pigment to match the tiles including rubbing and polishing complete.Community Toilet
86Supplying, fitting, fixing of vitrified tile in dados & wall of size (600mm x 600mm - Plain) Marbonite or equivalent make and fixing the same over 12mm thick cement plaster (1:3) jointed with neat cement slurry including cost, conveyance and taxes of all materials etc. complete as directed by Engineer-In-Charge.Community Toilet
87Providing & making Gabion(1x1x1.=1.0cum) structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes(10% aluminium & 90% Zinc coated) of required size, Mesh Type (D=100 mm with tolerance of ± 2%) Zinc coated, Mesh wire diameter 4.0 mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2mm, supplied @ 3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per direction of Engineer-in-charge.Protection Wall at Both Sides of Slipway
88Providing & fixing 25mm thick Bitumenous expansion joint board (I.S.I) in expansion joint complete as per drawaing & Technical Specification.Fish Drying Yard
89Environment Protection Measure and ArboricultureProviding and fixing Neelgiri/Mexican grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools and than rolling the surface with light roller make the surface smoothen and even, watering with sprinkler with selection No. 1 grass including watering and maintenance of the lawn for 60 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and good earth shall be paid for separately). In rows 5 cm apart in both directions and Circular Cement Concrete pots of specified size,Top inside dia 35 cm, outer bottom dia 25 cm, total height 35 cm with wall thickness of 25.4mm complete in all respects as directed by the Engineer-in-Charge.
90CONSTRUCTION OF 200MM X 150MM DIA PRODUCTION WELL (FOR 2 NOS.)Labour for drilling a perfectly vertical bore hole of specified dia for a specified depth below ground level through consolidated and unconsolidated rock with combination drilling rig as required to suit the site condition as per the direction of Engineer-in-charge including supply of rig with its accessories, T & P and consumables etc. for lowering of 200mm/150mm dia GI/PVC/MS pipes for housing fitted with socket and with or without well screen as per the necessity for soft, medium, hard & boulder formation (GI/PVC/MS) Casting pipes it required to prevent collapse of over burden is to be provided by contractor including lowering and withdrawing after completion of the tubewell.
91Lowering the following sizes of GI/PVC/MS casing pipe with or without slotted pipes as per the necessecity from ground level upto 45.00 mtrs depth and fitted & fixed of in perfectly vertical position including cutting & threading of pipes & slotted pipes & supplying & fixing all jointing materials T&P etc. all complete and keeping the top of casing pipe threaded including plugging tubewells to prevent entry of foreign materials.
92Cleaning & Developing the tubewell with their own compressors continiously worked all clear and adequate discharge is obtained from the tubewell including supply & use of all necessery equipments and labour as per Direction of Engineer-in-charge.
93Supplying all materials & labour T&P and providing sanitary sealing by cement concrete grouting of annular space around GI/PVC/MS housing pipe upto 5 Mtr below ground level as per drawing to plug the bore hole excluding cost cement all complete as per the direction of Engineer-in-charge. Minimum one Mtr of casing pipe to be inserted in the bore into the rock at the bottom to ensure sanitary sealing ,(Excluding cost of cement which will be supplied directly by the department).
94Supplying all materials, labour, T&P and withdrawing casing pipes from the unsuccessful bore and depositing in the departmental R.W.S & S store in good condition
95Supplying all materials, labour, T&P and providing, fitting and fixing submersible pump with squirrel cage induction type submersible type submersible electric motor to run on 3 phase/1 phase line voltage ranging from 320 volt to 450 volt conforming to IS: 8034/89 with following specifications with suitable control panel, jointing with GI/PVC/HDPE pipes, electrification, testing, commissioning, trial running, conveyance of all materials to worksite, payment of taxes etc all complete as per specification and direction of the Engineer in charge (Texmo/Crompton Greaves/Kirloskar make)
96MECHANICAL WORKS FOR ETPSupply, installation, testing & commissioning of Stainless Steel Perforated, 6mm perforated Bar Screen with suitable lifting arrangement with brackets in the sreen sump of (size 600 mm x 1000mm depth approx), SS-304
97Supply, installation, testing & commissioning of electronic type level indicator, instrumation and controller for automatic operation of the system with high/low level alarm complete with auxillary NO/NC contacts. Contractor shall ensure submission of detailed GA drawings (Plan & Section), P & I diagram, schematic diagram for the above mentioned component and additional component if so required for the complete working of the ETP.
98Supply, installation, testing & commissioning of non clogging type Mono block centrifugal Effluent transfer pumps capable of handling solids upto 32 mm having C.I casing & Bronze impeller complete with all accessories, motor of required capacity, Pressure gauge on delivery line with isolation cock, level controller (with wiring) to control the level of sump automatically Capacity 3.0 M3/hr each , 1 set = 2 Nos.(1 working + 1 standby)
99Supply, installation, testing & commissioning of non clogging type Mono-block centrifugal sludge transfer pumps capable of handling solids upto 25 mm having C.I casing & Bronze impeller complete with all accessories, motor of required capacity, Pressure gauge on delivery line with isolation cock, level controller (with wiring) to control the level of sump automatically Capacity 1.0 M3/hr each ,
100Twin lobe type rotary air blowers with 1450 rpm suitable motor (1W + 1Sb) capable of delivering 15 cum/hr ( 2 nos. ) of free air at 0.4 kg/cm2 driven through “V” belt or directly coupled through flexible coupling to a TEFCmotor of suitable 1 HP Suitable for 415 ± 10% volts, 3 phase, 50 cycles A/C supply. complete with silensors,filters ,NRV,SV and divert valaves,Vibration pads etc complete with all acessories 1set=2 Nos (1 working + 1 standby),
101Piping (heavy class) in MS/GI/SS/UPVC/HDPE as per the approval of the consultants, to be designed for suitable and corrosion resistance complete or as directed by engineer in charge at site
102TERTIARY TREATMENT PLANTSupplying, installing, testing and commissioning of horizontal single/multistage centrifugal filter feed pump complete ,impeller CI casing . Each pump shall have TEFC 2900 RPM three phase electric motor. The pump shall have cast iron head, base plate SS Shaft/ Impeller/ Intermediate chamber. Pump shall be provided with mechanical seal. The pump shall be suitable for auto/ manual operation. of capacity 5.0 M3/hr @ 35 MWC.(1 W + 1 St by ) MONO-BLOCK PUMP,1 set = 2 Nos.(1 working + 1 standby)
103Providing, fixing, testing & commissioning of FRP Tertiary filtration plant MULTI GRADE FILTER (suitable for 3.5 Kg/Sqcm working pressure) complete with initial charge with Gravels/pebbles/sand /silex media , Multiport valves with built in frontal pipe work with back wash system, pressure gauge at inlet, outlet and back wash (each with isolation cock), valves, fittings associated works.
104Providing, fixing, testing & commissioning of FRP water filtration plant ACTIVATED CARBON FILTER (suitable for 3.5 Kg/Sqcm working pressure) complete with initial charge with Gravels/pebbles/Activated Carbon , Multiport valves with built in frontal pipe work with back wash system, pressure gauge at inlet, outlet and back wash (each with isolation cock), valves, fittings associated works.
105Supply, installation, testing & commissioning of Hypochloride dosing system for tertiary water treatment with 50 L . HDPE/PVC tank with lid etc Please Enable Macros to View BoQ information
106Supply, installation, testing & commissioning of Hypochloride dosing system for tertiary water treatment with 50 L . HDPE/PVC tank with lid etc Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 58074598
AUTHORITY Boards / Undertakings / PSU
TENDER VALUE 27.54 Crore
LAST DATE 10-11-2026
Authority
Authority Name Department Of Ports And Inland Water Transport
Work Description Tender for Renovation And Upgradation Of Existing Fish Landing Centre At Bahabalpur In Baleshwar District, Odisha
Basic Detail
Tender No DPIWT-10/2026-27
Bidding Type Tender
Location
City Baleshwar
State Odisha
Key Dates
Publish Date 15 Oct 2026
Submission Date 10 Nov 2026
Open Date 11 Nov 2026
Finance
Tender Value 27.54 Crore
Tender Fee 10000
EMD 27.54 Lakhs
Exemption Available
Document List
BOQ_614351.xls
DTCN.pdf
f43b0362-22b4-4cd9-a102-806e0ae35a0f.html
Tendernotice_1.pdf

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Tender Timeline

Oct 15, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Nov 10, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 14 days
Nov 11, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 15 days

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f43b0362-22b4-4cd9-a102-806e0ae35a0f.html

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