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| Tender ID | 4462244 |
|---|---|
| Organisation Name | Rural Engineering Department |
| Tender Brief | Gram Budia Block Bangra Mai Samudayik Bhawan Vivah Ghar Ka Nirman |
| Last Date For Submission | 8th Jun, 2026 |
| Opening Date | 09 Jun, 2026 |
| Document Cost | 2354.00 |
|---|---|
| EMD | 268000.00 |
| Estimated Cost | 13398000.00 |
| City | Jhansi |
|---|---|
| State | Uttar Pradesh |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Clearing jungle including up rooting of trunk 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 as per DSR.No. 2.31 | 626.160 | sqm |
| 2 | 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 as per DSR.No. 2.8.1 | 223.050 | cum |
| 3 | 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 From 1.50mt to 3.0 mt. as per DSR.No. 2.8.1+2.26.1 | 27.780 | CUM |
| 4 | 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) : 300 mm dia piles.DSR-20.3.1 | 495.000 | Rmt |
| 5 | Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge method and preparation of pilehead or construction of test cap and dismantling of test cap after test etc.complete as per specification & the direction of Engineer in-charge. Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing. Single pile upto 50 tonne Safe capacity. Initial test (Test Load 2.5 times the Safe capacity) DSR-20.6.1.1 | 2.000 | Nos. |
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