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| Tender ID | 3384776 |
|---|---|
| Organisation Name | Uttar Pradesh Housing And Development Board |
| Tender Brief | Corrigendum : Development Of New Plan Pocket 2a Of Shakumbhari Vihar Yojna-8, Saharanpur. |
| Last Date For Submission | 7th Apr, 2026 |
| Opening Date | 07 Apr, 2026 |
| Document Cost | 3540.00 |
|---|---|
| EMD | 154000.00 |
| Estimated Cost | 7697000.00 |
| City | Saharanpur |
|---|---|
| State | Uttar Pradesh |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | 9 & 12 M Road :- Dag belling 15 cm (6") deep in one line aligned with flage and jhandies as directed by Engineer-in-charge. as per SOR-2022 S.I. No. 760 | 0.70 | Km |
| 2 | Granular Sub-Base with Close Graded Material (Table:- 400-1) (GSB) :- Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause Table 401-1. | 291.83 | Cum |
| 3 | Wet Mix Macadam (G.B.)/W.M.M :- Providing and laying , spreading and compacting graded stone aggregate to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site , laying in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Complete as per MORTH specification clause 406 | 362.88 | Cum |
| 4 | Earth work in embankment mechanically compected to achieve 95% preoctors denesity including arrangement of water, settlement and all T&P charges including roller and its fuel charges .(DSR 2023 Item No 16.2) | 1807.89 | Cum |
| 5 | Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M in depth and earth work in embankment to be in 20 Cm layers including remming and dressing the surface to required levels and slopes and also including 1.5 M lift and 5000 M lead.The earth from cutting to be used in making embankment or to be deposited as spoil bank Analysed as per DSR 2.6 | 3849.53 | Cum |
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