Empowering Indian businesses in the procurement ecosystem since 2012
| Tender ID | 4080280 |
|---|---|
| Organisation Name | Directorate Of Local Bodies |
| Tender Brief | Ward No-04, Me Mange Ke Makan Se Sunil Ke Makan Tak Naali Va Cc Se Gali Nirman Karya |
| Last Date For Submission | 13th May, 2026 |
| Opening Date | 13 May, 2026 |
| Document Cost | 531.00 |
|---|---|
| EMD | 47260.00 |
| Estimated Cost | 472600.00 |
| City | Agra |
|---|---|
| State | Uttar Pradesh |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge DSR 16.83 | 19.76 | m3 |
| 2 | 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) DSR 4.1.8 | 29.64 | m3 |
| 3 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) : DSR 6.1.1 | 2.27 | m3 |
| 4 | 12mm Cement plaster with cement mortar in proportion of 1:4 cement & coarse sand of single coat for interior plastering upto floor two level including internal rounded angles chamfers, and rounded angles not exceeding 80mm. In girth and finished even and DSR 13.4.1 | 24.70 | m2 |
| 5 | Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). DSR 16.43.1 | 27.790 | m3 |
19 Days Left