Tender Details
Tender Title / Description
| Tender Title | Restoration/Re-construction of flood protection work by way of revetment crates and embankment near Tower and downstream of B.O.P. Tanvar on right bank of River Basantar near International Border (Breached portion) At spots |
|---|---|
| Tender Description | earth work in bulk excavation by mechanical means (hydraulic excavator) over areas(exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by engineer-in-charge. all kinds of soil : filling/packing of stones in zinc coated gabion crates mechnically woven double twisted hexagonal in shape having wire mesh size of 100x120 mm & having mesh wire dia. 2.7 mm, selvedge wire dia: 3.4 mm& lacing wire dia. 2.2 mm excluding cost of gabion crates and stones. earth work in rough excavation, banking excavated earth in layers not exceeding20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m andlift upto 1.5 m in all kinds of soil: f |
| Comments | earth work in bulk excavation by mechanical means (hydraulic excavator) over areas(exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by engineer-in-charge. all kinds of soil : filling/packing of stones in zinc coated gabion crates mechnically woven double twisted hexagonal in shape having wire mesh size of 100x120 mm & having mesh wire dia. 2.7 mm, selvedge wire dia: 3.4 mm& lacing wire dia. 2.2 mm excluding cost of gabion crates and stones. earth work in rough excavation, banking excavated earth in layers not exceeding20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m andlift upto 1.5 m in all kinds of soil: f |
Important Dates
| Published Date | |
|---|---|
| Due Date | 07 May 2026 00:00:00 |
Estimate and EMD
| Estimated Value | 2.0 Crore |
|---|---|
| EMD | 0 INR |
| Processing Fee | 0 INR |