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NTID 44101992
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💬 Talk to Our Bidding ExpertConstruction Of R c c Bridge A in Parganas - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Construction Of R c c Bridge A" in Parganas, India.
SUNDARBAN AFFAIRS DEPARTMENT
Parganas, West Bengal, India
NTID 44101992
- Opening Date : Mon 16th March, 2026
- Closing Date : Fri 13th March, 2026
- ₹ 20793606.00
- NTID 44101992
Tender Description
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
415872.00 -
Document Cost
1400.00 -
Estimated Cost
20793606.00
BOQ Items Total Items : 59 | Total Qty : 58299843.2
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, complete as per direction of the Engineer-in-Charge. By Mechanical means. ( a )All types of soil upto 3 m depth | 72.20 | Cum |
| 2 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. B) Sandy material | 66.18 | Cum |
| 3 | Providing and laying of Filter media with granular materials/stone crushed aggregates/brick aggregates /river bed materials satisfying the requirements laid down in clause 2504.2.2 of MoRT&H 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. | 9.96 | Cum |
| 4 | Providing and constructing Temporary Service Road of width not less than 3.75 m over river for movement of men, equipment and construction machineries from one pier / abutment location to another pier / abutment location considering necessary stability and safety aspects by providing and driving suitable piles, providing fitting, fixing suitable R.S. Joist, Channels, angles and wooden sleeper as per design requirement including dismantling and taking out the entire service road after construction. ii) With R. S. Joist Pile b)Height of deck above bed level above 3.25 m & upto 4.25 m. | 23.60 | Mtr |
| 5 | Cost of boring using drilling mud to stabilized the bore and flushing the bore of excess mud with fresh drilling fluid for the portion of the pile above cutoff level and up to the level of island for providing RCC cast in situ bored pile in position including the cost of mobilization and hire charges of all equipment necessary for boring.Using tripod, winch. 750mm dia pile | 16.50 | Mtr |
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