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| Tender ID | 5010519 |
|---|---|
| Organisation Name | Directorate Of Local Bodies |
| Tender Brief | Corrigendum : 7 Ward No - 28 Mohalla Mirdiyan Mein Chaupal Ka Jidodwar Ka Karya |
| Last Date For Submission | 14th Aug, 2026 |
| Opening Date | 14 Aug, 2026 |
| Document Cost | 944.00 |
|---|---|
| EMD | 33400.00 |
| Estimated Cost | 1666000.00 |
| City | Hapur |
|---|---|
| State | Uttar Pradesh |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Excavating, supplying and filling of local earth by mechanical transport upto a lead upto 5km also including ramming and watering of the earth in layers not exceeding 20cm in trenches, plinth, sides of foundation etc, complete. | 16.500 | CUM |
| 2 | providing and laying WBM grade2 spreading and compacting stone aggregates of specific size to water bound macadam specifications including spreading in uniform thickness hand packing ,rolling with three wheel 80-100 kn static roller/ two wheel dynamic roller in stage to proper grade and camber, applying and brooming crushable screening to fillup the interstices of course aggregate. ballast making medhis to retain water and carriage of metal upto 30 m carriage of water upto 200 meter maintanance of barriers and all labours t&p incl. road roller charges etc. required for propr complition of work the stone ballast is to be supplied by the contractor free of cost at site. | 5.815 | CUM |
| 3 | providing and laying cement concrete 1:2:4 ( 1 cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size) including supply of materials complete all as per S.I. No.279 all work upto plinth level. | 5.815 | CUM |
| 4 | R.C.C. Work with cement approved coarse sand and 20 mm aggregates in the portion of 1:1.5:3 and including necesary centering and shuttering etc. Complete all strength of the concrete shell not be less then m-25 for pillors | 21.030 | CUM |
| 5 | Steel Reinforcement for R.C.C. Work including straightening, cutting, bending,placing in position and binding all complete uptom plinth level. ( thermo mechanically treated bars of grade Fe-500D or more | 24.946 | qtl |
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