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| Tender ID | 4175438 |
|---|---|
| Organisation Name | Directorate Of Urban Local Bodies |
| Tender Brief | Corrigendum : Construction Work For A Waterfall At Subhash Chowk, Shamli, Undertaken By The Municipal Council. |
| Last Date For Submission | 26th May, 2026 |
| Opening Date | 27 May, 2026 |
| Document Cost | 590.00 |
|---|---|
| EMD | 15319.00 |
| Estimated Cost | 765968.00 |
| City | Shamli |
|---|---|
| State | Uttar Pradesh |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting 1 out and disposal of excavated earth lead upto 50 mand for all lift, as directed by Engineer-in charge All kinds of soil ([DSR Rate X Bare Rare Factor Without Cost Index X District Code | 10.00 | Cum |
| 2 | Disposal of moorum/building rubbish/ malba/similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge (494.10x0.735x107/107-363.16) | 9.50 | Cum |
| 3 | 1:4:8 (1 Cement: 4 coarse sand (zone-III) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 3.00 | Cum |
| 4 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement: 1:1.5:3 (1 cement: 1.5 coarse sand(zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources) (10852.95x0.735x107/107-7976.91) | 10.00 | Cum |
| 5 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-5000 or more. (107.85x0.735x107/107 -79.26) | 628.00 | kg |
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