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NTID 42831942
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💬 Talk to Our Bidding ExpertImprovement Of Existing Boat L in Bhubaneswar - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Improvement Of Existing Boat L" in Bhubaneswar, India.
Directorate of Ports and IWT
Bhubaneswar, Odisha, India
NTID 42831942
- Opening Date : Fri 5th December, 2025
- Closing Date : Thu 4th December, 2025
- ₹ 329893877.00
- NTID 42831942
Key Values: Document Cost: 10000.00 | EMD: 3299000.00 | Estimated Cost: 329893877.00
Tender Description
Improvement Of Existing Boat Landing Centre And Public Rain Shelter At Sipakuda In Puri District - IMPROVEMENT OF EXISTING BOAT LANDING CENTER AND PUBLIC RAIN SHELTER AT SIPAKUDA IN PURI DISTRICT, ODISHA
Documents
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Document-1
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
-
Document-2
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
-
EMD
3299000.00 -
Document Cost
10000.00 -
Estimated Cost
329893877.00
BOQ Items Total Items : 68 | Total Qty : 185812.84
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Setting up the piling gantry and connected equipment over each pile location, including cost of shifting, cost of all materials for (400 mm Dia Pile) piling gantry, labour, Labour cess & T& P required setting up the rig to alignment and correct dimensions as shown in the drawing and as directed by the Engineer-in-Charge.(Main Jetty, Approach Jetty, Finger Jetty) | 490 | Nos |
| 2 | Boring through all types of soils, boulders, hard starta and rocks etc.. for 400mm Dia vertical bored piles from the existing ground level 0 mCD to the founding level(-)10.0m CD of the piles, including bailing, flushing the bore bentonite with required density, chiselling, shifting of materials labour, Labour cess & T& P required etc. complete the work as per directed by the Engineer-In-charge.(Main Jetty, Approach Jetty, Finger Jetty) Note:-i) In case the soil stratum at the founding level is loose the Engineer or his representative may direct the contractor to carryout additional length of boring and payment shall be made accordingly. ii) The sample of bored materials of regular interval shall be collected and produced for the verification of the Engineer or his representative at no extra cost . in case any test reqiured by engineer in-charge, bored the samples so collected shall be referred to an authorized laboratory / agency identified by the Engineer , cost for testing shall be included in the quoted rate. engineer in-charge decision regarding founding level is final.`no claims in this regards are entertained. iii) Boring through all type of soil strata means soft soil, weathered rock, cemented sand, boulders and hard rock etc., iv) The boring in all type of soil measurement will be made on the basis of depth of boring from encountered soft soil level to founding/pile termination level. v) All the boring depths shall be jointly measured actually at site and Engineer in-charge decision is final. | 5333.60 | Mtr |
| 3 | Supplying and fabricating M.S.liners confirming to IS specifications of SAIL of specified thickness for required length with M.S. shoes of 0.5 m height using 6mm thick M.S. plates for bored vertical pile measured from cut off level of pile to the terminating level including supplying, cutting, rolling, bending, handling and welding cost, labours, Labour cess, materials, accessories,all taxes, hire and running charges of all machineries, royality, labour, material, T&P, conveyance charges, Port entry fees etc. all complete as per drawings and specification as directed by Engineer-In-charge.(Main Jetty, Approach Jetty, Finger Jetty, Compound Wall, Toilet, Ticket Counter, Kiosk) Note:- The stiffener shall be measured under this item.In case the soil strata found to be not good in the founding level of the liner, extra depth may be provided as per site condition. | 361.45 | MT |
| 4 | Providing and laying reinforced cement concrete in concrete mix M35 for Cast in situ Pile using tremmie method up to cut off level excluding cost of steel reinforcements in position as per approved drawing and as directed by the Engineer-In-Charge including mixing, laying, consolidating, curing, including all labours, slings, shackles, supply of all labour,Labour cess material, transportation cost, hire and running charges of all machineries such as cranes, lorries etc., complete as directed by the Engineer-In-Charge.(Main Jetty, Approach Jetty, Finger Jetty, Compound Wall, Toilet, Ticket Counter, Kiosk) | 708.07 | Cum |
| 5 | Providing and laying reinforced cement concrete in concrete mix M35 for Precast & Cast Insitu in Column, Beam, Slab, Staircase, Road & Parapet wall, excluding cost of steel reinforcements in position as per approved drawing and as directed by the Engineer-In-Charge including mixing, laying, consolidating, curing, including all labours, slings, shackles, supply of all labour,Labour cess, material, transportation cost, hire and running charges of all machineries such as cranes, lorries etc., complete as directed by the Engineer-In-Charge.(Main Jetty, Approach Jetty, Finger Jetty,Compound Wall, Approach Road, Service Road, Parking Area, Paved Area, Toilet, Ticket Counter, Kiosk) | 5156.06 | Cum |
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