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| Tender ID | 4852202 |
|---|---|
| Organisation Name | Municipal Corporation |
| Tender Brief | Providing And Fixing 60mm Thick Paver Blocks On Road Berm Along Boundary Wall Opposite Pandit Deen Dayal Upadhayaya Complex Industrial Area Ph-1, Chandigarh |
| Last Date For Submission | 20th Jul, 2026 |
| Opening Date | 20 Jul, 2026 |
| Document Cost | 1000.00 |
|---|---|
| EMD | 12086.00 |
| Estimated Cost | 604267.00 |
| City | Chandigarh |
|---|---|
| State | Chandigarh |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar 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 16.82) | 260.37 | Rmt |
| 2 | Taking out existing Channel of all types from footpath/ central verge, including removal of mortar 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. (N.S) | 219.21 | Rmt |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in- charge All kinds of soil. (DSR 2.6.1) | 81.21 | Cum |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level: ( 1 Cement: 5 coarse sand : 10 graded stone aggregate 40 mm nominal size). (DSR 4.1.10) | 35.00 | Cum |
| 5 | Providing and Laying of kerb of size 2 -0 x 9 having 4 thickness at bottom and 3 thickness at top and made of plain cement concrete 1:2:4 duly vibrated and compacted. The rates also includes fixing in position at or near ground level in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement : 3 coarse sand), including making joints with or without grooves (thickness of joints, except at sharp curve, shall not be more than 5 mm), including making drainage opening wherever required etc. complete as per direction of Engineer-in-charge. (N.S) | 156.22 | Rmt |
13 Days Left