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

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.

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

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

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

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 Over Head Tank

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-in-Charge Quay - Diaphragm Wall with Returns, Fresh Water Storage Over Head Tank

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

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 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,

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,

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