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NTID 47119129
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💬 Talk to Our Bidding ExpertRenovation And Upgradation Of in Baleswar - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Renovation And Upgradation Of " in Baleswar, India.
- Opening Date : Wed 11th November, 2026
- Closing Date : Tue 10th November, 2026
- ₹ 275465743.00
- NTID 47119129
Key Values: Document Cost: 10000.00 | EMD: 2754700.00 | Estimated Cost: 275465743.00
Tender Description
Renovation And Upgradation Of Existing Fish Landing Center At Bahabalpur In Baleshwar District, Odisha.
Documents
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Document-1
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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Document-2
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
-
EMD
2754700.00 -
Document Cost
10000.00 -
Estimated Cost
275465743.00
BOQ Items Total Items : 227 | Total Qty : 110675.92
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | 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. | 20471.5 | Cum |
| 2 | 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 | 4834.49 | Cum |
| 3 | 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 | 8745.11 | Cum |
| 4 | 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 | 2 | Each |
| 5 | 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 | 52.26 | Ton |
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