Empowering Indian businesses in the procurement ecosystem since 2012
| Tender ID | 4311317 |
|---|---|
| Organisation Name | Rural Engineering Department |
| Tender Brief | Corrigendum : Ward No 33 Bahar Orcha Gate Ditiye Main Devlal Chaube Maidan Ke Pass Sarbjanik Karikaram Hetu Samudayik Hall Ka Nirman Karya |
| Last Date For Submission | 30th May, 2026 |
| Opening Date | 30 May, 2026 |
| Document Cost | 854.00 |
|---|---|
| EMD | 19000.00 |
| Estimated Cost | 914000.00 |
| 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 SI.No. 2.31 | 300.000 | 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 SI.No. 2.8.1 | 36.640 | Cum |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) As per SI no. 4.1.8 | 7.660 | cum |
| 4 | Brick work with common burnt clay (non modular) bricks of class -150 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) as per SI No- 6.1.2 | 1.790 | cum |
| 5 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. as per SI.No. 2.25 (a) | 22.640 | Cum |
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