Empowering Indian businesses in the procurement ecosystem since 2012
| Tender ID | 3884001 |
|---|---|
| Organisation Name | Rural Engineering Department |
| Tender Brief | Corrigendum : Ward 59 C.p Mission Compound Mini Stadium G.i.c Jhansi Ke Open Gym Ke Bagal Ki Aur C.c Road Se Hostal Hote Huye Nale Ki Aur Interlocking Ka Nirman Karya. |
| Last Date For Submission | 18th Apr, 2026 |
| Opening Date | 18 Apr, 2026 |
| Document Cost | 2354.00 |
|---|---|
| EMD | 38000.00 |
| Estimated Cost | 1859000.00 |
| City | Jhansi |
|---|---|
| State | Uttar Pradesh |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Earth work in cutting in moorum mixed. soil (in Bundelkhand areas, requiring use of special T&P such as pick axes and sabbals etc.) excavation to be in the form of regular pits not exceeding 1/2 meter (20'') in depth including ramming and dressing the surface to required, levels and slopes and also including 1.5 m. (5ft), lifts and 30 m. (100ft) lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within two km. distance including cost of royalty as directed by Engineer-in-charge | 450.720 | Cum |
| 2 | Providing, laying spreading and compacting stone aggregates of specific sizes to water bound macadom specification including spreading in uniform thickness hand packing, rolling with smooth wheel roller 80 - 100 KN in stages to proper grade and camber, apploying and brooming, stone screening to fillup the interstices of coarse aggregate, watering and compacting to the required density .Grading 3 as per technical specification class 405 | 115.910 | Cum |
| 3 | Providing and Laying of 80 mm interlocking concrete block pavement laid in stone dust base and fill joint with fine sand. Joint filled after labling and dressing base including supply of all materails, labours, T&P etc required for proper completion of the site | 1545.500 | Sqm |
| 4 | Excavation in foundation in moorum mixed soil (in Bundelkhand area) including lift upto 1.5 m. and lead upto 30 m. and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by Engineer-in-charge a distance of 30 m. from the foundation trenches. | 12.930 | Cum |
| 5 | Cement concrete in 1:6:12 with cement, sand and (22.40-53) mm granite stone ballast (crusher broken) in foundation including supply of all materials, labours and T&P etc. required for proper completion of the work . | 9.690 | No. |
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