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NTID 44878036
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💬 Talk to Our Bidding ExpertCorrigendum Flood Protection in KARNAPRAYAG - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Corrigendum Flood Protection" in KARNAPRAYAG, India.
Government of Uttarakhand
KARNAPRAYAG, Uttarakhand, India
NTID 44878036
- Opening Date : Fri 8th May, 2026
- Closing Date : Fri 8th May, 2026
- ₹ 39498331.00
- NTID 44878036
Tender Description
Documents
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Download Now – Only ₹200-
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
790000.00 -
Document Cost
5900.00 -
Estimated Cost
39498331.00
Latest Corrigendum List
| # | Corrigendum Title | Corrigendum Type |
|---|---|---|
| 1 | Date Extention | Date |
| 2 | Other | Other |
BOQ Items Total Items : 5 | Total Qty : 46443.81
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Excavation in Hilly Areas in Ordinary Rock by mechanical means not requiring blasting (With out Dozer). Excavation in hilly area in ordinary rock not requiring blasting by mechanical means without using Dozer including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2. | 2707.130 | Cum |
| 2 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m).R.C.C grade M 20 | 3547.920 | Cum |
| 3 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 &1202 | 37274.110 | Kg |
| 4 | Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. | 1891.000 | Cum |
| 5 | Providing weep holes in Brick masonry /Plain / Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications | 1023.650 | Rmtr |
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