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NTID 43939910
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💬 Talk to Our Bidding ExpertConstruction Of Road Over Brid in Palani - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Construction Of Road Over Brid" in Palani, India.
Highways Department
Palani, Tamil Nadu, India
NTID 43939910
- Opening Date : Mon 23rd February, 2026
- Closing Date : Mon 23rd February, 2026
- ₹ 494132433.00
- NTID 43939910
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
2500000.00 -
Document Cost
Refer Documents -
Estimated Cost
494132433.00
BOQ Items Total Items : 123 | Total Qty : 4557064.154
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Dismantling the existing RCC box culvert and dispose the demolished material including all other incidental charges etc, with a lift upto 3m and lead upto 1 km as per specification and as per directions of Departmental officers | 10.86 | Cum |
| 2 | Dismantling the existing RCC Structure and dispose the demolished material including all other incidental charges etc, with a lift upto 3m and lead upto 1 km as per specification and as per directions of Departmental officers for Dismantling the RCC | 4.24 | Cum |
| 3 | Dismantling the existing and fell down Stone Masonry structures such as Retaining wall, revetment, pitching and disposing the demolished material including all other incidental charges etc, with a lift upto 3m and lead upto 1km as per specification and as per directions of Departmental officers | 802.14 | Cum |
| 4 | Earth work excavation in all classes of soil including weathered rock not requiring blasting and depositing on bank with all leads and lifts as per SS 20B, including cost of all labour,equipments and all other incidential charges backfilling, and clearing the sits and disposal of all surplus materials etc, complete as per section 300 of MORT&H specification (V Revision) for FOUNDATION OF ABUTMENTS and PIERS Retaining wall (considering average Ground Level) For Main work Depth upto 2.00m | 653.00 | Cum |
| 5 | Retaining wall | 570.00 | Cum |
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