Empowering Indian businesses in the procurement ecosystem since 2012
| Tender ID | 4860956 |
|---|---|
| Organisation Name | Directorate Of Local Bodies |
| Tender Brief | Ward-09 Mohalla Munnalal Mai Sarwzanik Dharsala Ka Zinoudhar Ka Karye |
| Last Date For Submission | 22nd Jul, 2026 |
| Opening Date | 22 Jul, 2026 |
| Document Cost | 1302.00 |
|---|---|
| EMD | 110302.00 |
| Estimated Cost | 1103021.00 |
| City | Mawana |
|---|---|
| State | Uttar Pradesh |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Demolishing b/w manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per Engineer in charge(DSR code no 15.7) | 117.00 | cum |
| 2 | E/W in excavation foundation in ordinary soil loam,clay or sand including lift upto 1.5 m. & lead upto 30m including filling watering & ramming of excavated earth into the trenches or in to th plinth removal & disposal of surplus earth as directed by the engineer in charge upto a distance of 30m from the foundation trenches. ( S.I No-251) | 34.29 | Cum |
| 3 | Providing & injecting chemical for preconstrucional treatment and creating and chemical barrier under and around the columns pits, wall trench basement excavation top surface if plinth filling junction of wall and floor along the external per metre of binding expansion joints surroundings of pipes and conduit etc. complete (plinth area of the building at ground floor only shalll be measured as per I.S. 6313 (part 21981). Aldine emulisificable concentrate of any other approved material such as Heptachlor or chlordance will be used. The rate of applicstion of chemical emulsion shall be as follows. 1).Treatment for massonary and foundation 5 lit per sqm.. 2.) Back fill in immidiete contact with foundation 7.5 lit per sqm.3)Treatment for surface of plinth filling 5 mtr per sqm 4) Treatment of soil along exetranal permeter of building 7.5 lit per sqm 5) treatment of soil under rxetranal permeter 5 lit per sqm No. Chapter No. 19. new item No. 2) | 54.00 | sqm |
| 4 | Concrete with 40mm gauge stone ballast coarse sand of 2.20 fineness modulous & Cement in proporation of 8:4:1 in foundation and under floor, includingsupply of all material labour and T&P etc. required for proper completition of the work.(S.I. No. 281 | 7.29 | cum |
| 5 | Base concrete in 1:4:8 in cement fine sand and 40 mm B/ Ballast in foundation i/c all As per S I No. 275 | 3.14 | Cum |
15 Days Left