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Corrigendum Widening Work Of, Kushinagar - Tender Details
Explore tender information for Corrigendum Widening Work Of in Kushinagar, including eligibility, deadlines, and bid specifics.
Public Works Department
Kushinagar, Uttar Pradesh, India
NTID 38837523
Opening Date : Thu 20th March, 2025- Closing Date : Thu 20th March, 2025
- ₹ 38880000.00
- NTID 38837523
Corrigendum : Widening Work Of Minor Bridge Situated On Gandak Canal At Km 1 Of Padrauna Maghi Vishunpura Deoria Pandey Marg.
Key Values: Document Cost: 2950.00 | EMD: 2144000.00 | Estimated Cost: 38880000.00
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
2144000.00 -
Document Cost
2950.00 -
Estimated Cost
38880000.00
BOQ Items Total Items : 20 | Total Qty : 3491.51
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Excavation of foundation in ordinary soil (Ioam clay or sand) including lift upto 1.50 meter and lead up to 30meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer in charge up to a distance of 30 meters from the foundation trenches.as per S.I. No. 251 | 314.41 | Cum |
| 2 | Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m.As per SI No. 1100 & 1700 | 410.00 | Rm |
| 3 | M-35 grade Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Specification As per SI No. 1100, 1500 &1700 | 314.41 | Cum |
| 4 | PCC M-15 Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications | 15.18 | Cum |
| 5 | Providing Steel Liner 10 mm thick for Curbs and 6 mm thick for Steining of Wells including Fabricating and Setting out as per Detailed Drawing.As per SI No. 1200 & 1900 | 25.59 | Mt |
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