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| Tender ID | 4147292 |
|---|---|
| Organisation Name | Rural Engineering Department |
| Tender Brief | Corrigendum : Janpad Santkabir Nagar Police Line Mein Transit Hostal G 8 Ke 02 Tower Nirman Karya |
| Last Date For Submission | 16th May, 2026 |
| Opening Date | 16 May, 2026 |
| Document Cost | 2714.00 |
|---|---|
| EMD | 3022000.00 |
| Estimated Cost | 151100000.00 |
| City | Basti |
|---|---|
| State | Uttar Pradesh |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Clearing jungle including up rooting of rank vegetation grass bush wood trees and sapling of girth upto 30cm. Measured at a height of 1 meter above ground level and removal of rubbish upto a distance of 50m. outside the periphery of area cleared. DSR- 2.31 | 2165.10 | Sqm |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge. All kinds of soil. From 0.00 mt to 1.50 mt DSR 2.6.1 | 232.86 | CUM |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge. All kinds of soil. 1.50mt to 3.0 mt | 111.00 | CUM |
| 4 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. DSR- 2.8.1 | 462.02 | Cum |
| 5 | Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) : 450 mm dia piles. DSR-20.3.3 | 2688.00 | R.M. |
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